HomeMy WebLinkAbout19-21756 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21756
BUILDING PERMIT
PERMIT INFORMATION- LOCATION INFORMATION
Permit Number: 21756 Address: 5923 14TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-03900-0010
Improv. Cost: 16,439.78 OWNER INFORMATION
Date Issued: 9/26/2019 Name: ANDERTON INDIA L & ROGERS DEVIN
Total Fees: 187.50 Address: 5923 14TH ST
Amount Paid: 187.50 ZEPHYRHILLS, FL. 33542-3637
Date Paid: 9/26/2019 Phone: (813)695-1592
Work Desc: REMOVE 12 WINDOWS S/S
CONTRACTORS APPLICATION FEES
POWER HOME REMODELING GROUP LLC BUILDING FEE 187.50
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.
ONTIRAtTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zep4y-Shills Permit Application Fax-813-780-0021
Building D6partment n
Date Received -p—i (P Phone Contact for.Permittin v J
-T-T 1-r I c
Owner's Name E/l Pl . Owner Phone Number �� C'
Owner's Address I Owner Phone Number
Fee Simple Titleholder Name 2 Owner Phone Number
Fee Simple Titleholder Ad
JOB ADDRESS J '5+_Aa.2, LOT#
SUBDIVISION 'RurJ 0 1f eifiU. PARCEL ID# Z. Co- Z l - ip 031 OD 0 W o
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR15 ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK Remove and replace 12 windows - size for size
BUILDING SIZE I i SO FOOTAGE= HEIGHT
®BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ � I��� 0
(/�
=MECHANICAL $ VALUATION OF MEC ANICAL INSTALLATION 7 �
=GAS = ROOFING 0 SPECIALTY = OTHER f 0
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO t(I �(VM
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE )) �RE)GISTERED Y/ N FEE CURREN
Address t✓ v License#
OTHER COMPANY =anice - Power Home Remodeling
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 4135 Crescent Park Dr Riverview 33578 License# CRC1331654
I I I I I I I I I I I I I I I I I t l l l l l l l l l l l t l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l t l l l l
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
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 S oked�and sw or affir )b re a this
by % by Who is/are personally known to me or has/have produced '� ho 1
6/are'personal y known to me or has have produced
as identification. -�'—' as identification.
Notary Public Notary Public
Commission No. Commission No.GG �38 Lpj
Name of Notary typed,printed or stamped Name of Notary ed,printed or stamped
Cads;D Bickel
on Cads;
'`Expires:Mayy 23,2023
1 r' gpideliThruAaror►Notar`
m
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-Plan Review
Windows & Doors .
1) Need. manufacturing installation specifications:
2) .Must-meet sections.R308 and.11612 of the.2017 F.B.C.
3) If windows are to be installed inside the historical district;.they will need to be approved
by the historical committee:
4) No other work shall be permitted (framing; plumbing,'and mechanical)'unless.otherwise
specified:
5) This is for replacement (glass for:glass) only. If you wish to change from screen or vinyl
windowsao glass;then additional information is required,
6:) qll windows:to wall connections shall be left visible for inspection.
7) All labeling,and stickers.shall remain on windows until final.inspection:
8) No.work shall:start without permit first..
r '
NOMi
R F.N GDELItlG
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 the City of Zephyrhills.
-Edward Gilbert
-Craig Bickel
-Bryce Booth
-David Hixon
Sincerely,
Daniel A Price
Vice President of Installations- Power Home Remodeling
610.874.5000 x 4016
dprice@powerhrq.com
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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
Bryce Booth
Edward Gilbert
James Kemp
Sincerely,
Daniel A Price
Vice President of Installations- Power Home Remodeling
610.874.5000 x 4016
dprice@powerhrq.com
POW) �r i c s� 'I5 So v\lc� Md 11
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Expires:November 2,2021
s4 a ���,.`` Bonded thin Aaron Notary
INSTR#2019120687OR BK9940 PG361 6 page 1 of 1
07/18/2019 09:29 AM Rcpt:2073171 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller,ad Interim
NOTICE OF COMMENCEMENT
Permit Number Tax Folio#11-J%L- i v,-
The undersigned hereby gives notice that improvement will be made to
certain Real Property,and In accordance with Chapter 713,Florida
Statutes,the following information Is provided in this Notice of Commencement
1. DESCRIPTION OF PROPERTY:
(Legal< description of theproperty
M arty and street address,If available),C J, 1.4 44,
4
2. GENERAL DESCRIPTION OF IMPROVEMENT
0.0(Sc j., %A p 5 f- (tA--y-, 0,.,— 1 This space reserved for recording
3. OWNER INFORMATION OREESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name&Address: 6k.A� f:j- S-f
Interest in Property: ghli4at,%Ae -t t I A.333�=dZWX 4-.(j,C L (
Fee Simple Title Holder(if different from owner listed above):
4. CONTRACTOR: Namef-Daniel Price-Power Horne Remodeling Phone Number:61 0-874-5000_Lx 4037
Contractors Address: 4135 Crescent Park Dr Riverview FL 33578
6. SURETY(if applicable,a copy of the payment bond Is attached).Amount of bond: $
Name: Phone Number'.
Address:
6, LENDER'S NAME: —Phone Number:
Cdnder'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:
e. In-6ddition, Owner designates of to receive
a copy of the Liences 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 I year from date of recording unless a different date is
specified. 20,
WARNING TO 0 ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
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-JO'B SITE BEFORE.THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH--YOGR L&fbtf� `AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
4c�
gnature of 0 or Lessee,or Owner's or Lessee's (Print Name and Provide Signatory's TillelOffice)
Authorized*Officererector/Partner/Manager)
State of• L County of Township
The foregoing instrument was acknowledged before me this day of A 20._11 by
I s,%dti & .X Am=%rx for
(type of authority,
!t�*r.trustee,attomey in fact) fnams of party on behalf of whom Instrument was executed)
Personally Known or Produced entificafion Ft,
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(S NotaryPublic-St o lodda)
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Pr a d By:Glenn tbro Weil NOUN FormIP502-Revised 01/13/15
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2 of 2 8/7/19, 12:57 PM
.., National Headquarters Devin and India Rogers
„z 2501 Seaport Drive,Chester,PA 19013 33-95493
r' 888-736-6335
r WWW.POWERHRG.COM
CRC1331654
PROJECT AMENDMENT
Buyer(s)'Information and Description of the Property: Project Number:33-95493 June 12,2019
Devin Rogers Date o/Agreement
India Rogers
(813)695-4152(Devin s Cell) July 09,2019 5923 14th Street (813)695-1592(India s Cell) Dated/Amendment
devi nrrogersl 3 @g mal I.com
Zephyrhills,FL,33542 E-Mail Address 1
County:Pasco
Township:
This Amendment("Amendment")is to the CUSTOM REMODELING AND IMPROVEMENT AGREEMENT("Agreement")by and
between Power Home Remodeling Group, LLC("Contractor"),and "Buyer(s)" listed above.Contractor and Buyer(s)hereby
agree to amend and modify the Agreement as indicated below. Other than as specifically indicated below,all the terms and
conditions of the Agreement will remain in full force and effect.This Amendment is subject to the terms and conditions of
the Agreement.The following additions,alterations,or deletions to the products and services Buyer(s)ordered are being
made:
Previous Project Price: $16,439.78 New Project Price: $16,439.78
Previous Down Payments Required: $0.00 Additional Down Payment Required: $0.00
Previous Down Payments Collected: Additional Down Payment Collected:
Additional Down Payment Still Due: $0.00
It is agreed and understood by and between the parties that this Amendment and the original Agreement constitute the
entire understanding between the parties,and there are no verbal understandings changing or modifying any of the terms
of this Amendment. Buyer(s)hereby acknowledges that Buyer(s)has read this Amendment and has received a completed,
signed,and dated copy of this Amendment on the date written below.
I have read and received each page of this 3 page amendment.
Power Home Remodeling Group Buyer(s) Buyer(s)
/07/09/19 /07/09/19 /07/09/19
Signature of PHRG Representative Signature Signature
Glenn Graeve Devin Rogers India Rogers
July 09, 2019 12:20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
National Headquarters ` Devin and India Rogers
' 2501 Seaport Drive,Chester,PA 19013 33-95493
888-736-6335
WWW.POWERHRG.COM
CRC1331654
N o- Amended Project Specifications
Windows: Living Room 1 51.5"x48.0"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None i
OPTIONS: Color White/White: Grid Pattern: None 1 Removal Florida Flange I Additional Details None
3,
Windows: Kitchen 1 71.25"x79.5"
WINDOWS: Models WinForce Duraglass Styles Sliding Glass Door Types 2-Panel Configs 6'
OPTIONS: Color White/White: Grid Pattern: None l Additional Details None
Windows: Kitchen 1 35.75"x36.25"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None v <f
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange l Additional Details None s
Windows: Hallway 1 34.75"x36.25"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange l Additional Details None ;
Windows: Jensen's Room 1 35.25"x36.5"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None t
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange I Additional Details None
Windows: Jensen's Room 1 35.5"x36.25"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None i
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange I Additional Details None
July 09, 2019 12:20
I IIIIII IIIII IIII IIIIII IIIII IIIII IIIII IIIII IIII IIII
National Headquarters�. 4 Devin and India Rogers
g, 2501 Seaport Drive,Chester,PA 19013 33 95493
888-736-6335
WWW.POWERHRG.COM
CRC1331654
•;v;", „„s Amended Project Specifications
Windows: Master 1 34.5"x36.0"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange I Additional Details None
6
Windows: Master 1 34.5"x36.25"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None ,= l
OPTIONS: Co/or White/White: Grid Pattern: None I Removal Florida Flange I Additional Details None
Windows: Master 1 34.75"x36.25"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None [ r
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange I Additional Details None (�
Windows: Nursery 1 35.75"x36.75" -�'
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange/Additional Details None
Windows: Nursery 1 35.75"x36.75"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None ,.
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange l Additional Details None
Windows: Bath 1 25.0"x24.25"
WINDOWS: Models WinForce Duraglass Styles Awning Types None Configs None
OPTIONS: Color White/White: Grid Pattern: None I Removal Florida Flange I Additional Details None
July 09, 2019 12:20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1/10/2018 Florida Building Code Online
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Product Approval
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Product Approval Menu>Produrt or Aoplication Search>Aoolication List>Application Detail
3F<9Ade=" E; FL# FL22297-R2
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@nbpmail,com
Authorized Signature Lucas Turner
Luke@TurnerEC.com
Technical Representative ALL WOW SHALL C
Address/Phone/Email Cp®ES FL0RIDA L UILt)N Y WITH pRE9/gIL1PdG
NATIONAL ELEC7-RIC�p CODE
Quality Assurance Representative °
Address/Phone/Email QRE)1NgNCEs OF ZEPHyQLLS
Category Windows
Subcategory Awning
REVIEW
Compliance Method Certification Mark or Lis ti
e-11AZI
Certification Agency Keystone Certifications,Inc. N
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 _ N/A
FL2 97 R2 rwOC 6thEdFBC-FL2 ,Z97 odf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquYPlH Va8bgMcQ574YLNREOtyvY W wnXbMgSxpRgyRje V g%3 d%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
Summary of Products
..................... ....................... ............. ............. ......................... ............ ........... .......
FL# Model,Number or Name Description
..1.........................-.......... .............- .......... ................. ......... .............__.....__' ............ .......................I"...-.-_.I...,.--.....----.---,.-,..............
22297.1 WinForce Awning Impact WinForce PVC Awning Window,Large Missile Impact
Limits of Use Certification Agency Certificate
Approved for use in HVKZ:Yes FL22297 R2 C CAC 86-I5ICAR.pdf
Approved for use outside HVHZ:Yes FL22297 RZ C CAC 86-161CAR,Ddf
Impact Resistant:Yes FL22297 R2 C CAC 86-20ICAR.pdf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:Please see Certifications,Installation Instructions,and 02/03/2021
Evaluation Report for additional information Installation Instructions
FL22297 R2 11 FPA-WinForce-AW-LM,pd
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22297 R2 AE EvalReport-WinForce-AW-LM.j2d
J..Created by Independent Third Party: Yes
.......... ..........-............. ............. ........................ ............ .........._....................... ...........................
22297.2 WinForce Awning Non-Impact 'WinForce;VC Awning Window,Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22297 R2 C CAC 86-159CAR.12d
Approved for use outside HVHZ:Yes FL22297 R2 C CAC 86-166CAR.od
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure-+60/-60 02/03/2021
Other: Please see Certifications,Installation Instructions,and Installation Instructions
Evaluation Report for additional information FL22297 R2 II FPA-WinForce-AW-NI.12d
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
222c)7 R2 AF FvalReoort-WinForce-AW-NI,od
Created by independent Third Party:Yes
22297.3 WinForce Awning Non-Impact,Non- WinForce PVC Awning Window, Non-Impact,Non-HVHZ
HVHZ
..................................................................................................... ............ ............. ...............1.................... ........................_.......... ..........
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No 97 R2 C CAC_86-159CAR.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/03/2021
Design Pressure: +60/-60 Installation Instructions
Other:Please see Certification,Installation Instructions,and FL22297 R2 11 FPA-WinForce-AW-NI-nonHVHZ.pdf
Evaluation Report for additional information Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22297 R2 AE Evallill ,ort-WinForce-AW-NI-nonHVHZ,pd
Created by Independent Third Party:Yes
Bach Next
Contact Us::2601 BlalrStona Road.Tallahassee FL 32399 Phanai 950-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not went 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 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 jIdI_r.P_.
Product Approval Accepts:
C rpdit Card
Safe
http.,i://www.floridabuilding.org/pr/pr�-app—dtl.aspx?param=wGEVXQwtDquYPIHVa8bqMcQ574YLNREOtyvYWwnXbMqSxpRgyRjeVg%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Compliance Statement FL22297 .
November 30, 2017
Evaluator: Lucas A. Turner, FL PE#58201, 1239 Jabara Ave.,North Port, FL
Florida Product Approval Reference: FL22297.1, .2, and.3
Product Descriptions: WinForce PVC Awning Window, Large Missile Impact,Non-Impact,
and Non-Impact/Non-HVHZ
Manufacturer: Northeast Building Products,4280 Aramingo Ave., Philadelphia, PA 19124
Statement of Compliance: I have reviewed the above-listed product and Florida Product
Approval, previously submitted for 2014 Florida Building Code(FBC) compliance, per the
requirements of FAC Product Approval Rule Chapter 61G20-3.007(f for Self-Affirmation.
The new edition of the code, 6"'Edition(2017) FBC, does not require a material or substantive
change of this approved product or its installation. The testing standards and standard dates used
in the product testing and evaluation as indicated below, are also compliant with the 6h Edition
1 (2017) FBC and are therefore valid and acceptable under the new code.
This product complies with the requirements of the 6h Edition(2017)Florida Building Code
including the High Velocity Hurricane Zone.
Technical Documentation Reviewed:
1) Evaluation reports and Installation drawings FPA-WinForce-AW-LM, FPA-WinForce-
AW-NI, and FPA-WinForce-AW-NI-nonHVHZ, as approved in 2014 FBC FL22297
2) Test Reports NCTL-210-4065-01, -01A,-02, -02A, and-02B from National Certified
Testing Laboratories, Orlando, FL, with testing performed AAMA/WDMA/CSA
10 I/I.S.2/A440-1 1, ASTM E 1886-05, ASTM E 1996-05/09,TAS 201/202/203-94
Certification of Independence: 1 do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Northeast Building Products or in any company manufacturing or
distributing products for which this report is being issued. I do not have, nor do I intend to
acquire, nor will I acquire, a financial interest in any other entity involved in the testing or
approval process of this product.
Lucas
Turner
2017-11-30
17:26+19:00 STATE OF 11/30/2017
Lucas A. Turner, P.E.
A k
0 ..'.0 .... FL PE#58201
N A
WINFORCE OUTSWING AWNING WINDOW, NON-IMPACT SEE GENERAL ANCHOR NOTES,SHEEf 3.
SEE TYPICAL GLAZING SEE TYPICAL GLAZING
DETAIL,SHEET 3 DETAIL,SHEET 3
CLEARANCE CLEARANCE
EXT. INT. HOLE AND PLUG EXT. INT. HOLE AND PLUG
INSTALLATION INSTALLATION
6 f FASTENER,SEE FOR ITEMS NOT FASTENER,SEE
TABLE1,SEE CALLED OUT SEE L TABLE1,SEE
2 LOCATIONS EQUALLEG LOCATIONS
SHEET1 INSTALLATION SHEET1
5 DETAIL
8 .2w .2 111
7 2 U) < 0ww SEALANT BY FF 2 i� <
fL w —j (L a Lu W
co w INSTALLER w w -j
ca in
1 2 U)an
SEALANT BY
INSTALLER T
13
MIN.EDGE DIST.,
APPLIES TO BOTH APPLIES TO BOTH
BY OTHERS,
SUBSTRATE MIN.EDGE DIST., SUBSTRATE
BY OTHERS, EXT.AND INT.SIDES, LAT.AND INT.SIDES,
SEE TABLE I SEE TABLE 1 SEE TABLE I SEE TABLE I
TYPICAL EQUAL LEG INSTALLATION HEAD SILL I JAMB TYPICAL FLANGE INSTALLATION HEAD I SILL JAMB
REVV,
TABLE 1:EQUAL LEG FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD
T.A
SUBSTRATETYPE ANCHOR TYPE MIN-EMBED. MIN.EDGEDIST.
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 '-z�f—
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1. V, Ph.(215)535-7110 www.camelotwindows.r-om 4/28/2017
2X MIN.SOUTHERN PINE WOOD(G=0.55) #10 GRADE 5 WOOD SCREW 1-3/8" 11. SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
I TW 1/2" EQ.LEG I FLANGE INSTALLATION 4113/2017 FL PE#58201
16 GAUGE(0.060')MIN.STEEL STUD,33KSI #10-16 HILTI KWIK-FLEX OR 1 239 Jabara Ave.
YIELD MIN.,OR 1/8"ALUM.6063-T5 MIN. TEKS SELF-DRILLING SCREW FULL SCALE: NTS REV:0 North Part,FL 34288
iDRAWING:FPA-WINFORCE-AW-NI SHEET: 2 OF 4 Ph.941-380-1574
BILL OF MATERIALS WINFORCE OUTSWING AWNING WINDOW,
ITEM DESCRIPTION PART NO. SOURCE MATERIAL NON-IMPACT
NO.
1 FRAME HEAD/SILUJAMBS 10008065(FIN)/10008066(FINLESS) DECEUNINCK PVC
2 SASH RAILS/STILES 10005432 DECEUNINCK PVC
3 GLAZING BEAD-1"IG 10003196 DECEUNINCK PVC
4 GLAZING BEAD-3/4"IG 10005602 DECEUNINCK PVC
5 SASH REINFORCEMENT 10500006 ASTRO SHAPES 6063-T5 ALUM,. 4
6 SASH REINFORCEMENT 10300091 ASTRO SHAPES 6005-T5 ALUM. —
7 FRAME REINFORCEMENT 10202004 ASTRO SHAPES 6063-T5 ALUM. a ul —2 21�
8 SASH SEAL QWS-580 AMESBURY FOAWPOLYETH.
9 SNUBBER-Frame 10300095 DECEUNINCK 6005-T5 ALUM. r 0
10 SNUBBER-Sash 10300094 DECEUNINCK 6005-T5 ALUM.— c1d 10 F\A P-21-
11 SNUBBER SCREWS #6 x 1/2"S.S.PFH MERCHANTS ST.STEEL
12 GLAZING BEAD-3/4"IG 10005456 DECEUNINCK PVC
------- J 1 ;
13 ADD-ON FLANGE 10008341 DECEUNINCK PVC 1 r
14 MAXIM DUAL ARM OPERATOR ROTO STEEL
#8 X 314 PFH (Operator)
GASKET
STUD BRACKET
#8 X I PFH(Stud Bracket)
TRACK&SLIDER ASSEMBLY
#8 X 3/4 PFH 4
HANDLE KNOB S/A 32
WASHABILITY HINGES
#7 X518 PFH UNDERCUT(S.S.) CQ C14
#8 X 1 PFH(Hinge Sash Arm) CNIV)
SPLINE CAP LlTV
15 LOCK ASSEMBLY ROTO STEEL
SUPPORT PLATE
#10-24 X 9/16 PPH SELF-THREAD
TIE BAR GUIDE ...........
#8 X 1.25 PPH (Tie Bar Guide) ......
KEEPER —1co
#8 X 1/2 PFH (Keeper), -Tr -3v no 582al
TIE BAR ASSEMBLY 1
:-Q- "zz
S-13% STATe OP iLQ�
Z'
ps:..........
29
LOICO NORTHEAST BUILDING PRODUCTS
13 23. 4280 Aramingo Ave.,Philadelphia,PA 19124
1-6' 32 Ph.(215)535-7110 www.r-amelotwindows.com
4/28/2017
SHEET DESCRIPTION: DATE DRAWN. Lucas A.Tumer,P.E.
BILL OF MATERIALS,PART DWGS 4113/2017 FL PE#58201
— 1239 Jabara Ave.
SCALE: NTS REV:0 North Port FL 34288
DRAWING:FPA-WINFORCE-AW-Ni SHEET. 4 OF 4 Ph.941-380-1574
1/10120I8 Florida Building Code Online
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BCIS Home i Log In i User Registration i Hot Topics ': Submit Surcharge 1 Stats&Facts Publications FBC Staff BCIS Site Map i Links Search
Fl rda ,:,-
Product Approval
u
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USER:Public User
, r
Product Approval Menu>Product or Aopli�,tjon Search>Application List>Application Detail
FL# FL22355-R1
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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliaice 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 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2012
Equivalence of Product Standards
Certified By
J 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 N/A
EL22355 R_i CDC 6thEdFBCFL2ZU5,odf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=\vGEVXQwtDgs3M6m9%2fK8XPJTgo 1 fxQigChEi7BXCkZyAd 1 fl5KTn I OA%3d%3d 112
1110/2018 Florida Building Code Online
Product Approval Method Method I Option A
Date Submitted 11/30/2017
Date Validated 11/30/2017
Date Pending FBC Approval
Date Approved 12/05/2017
Summary of Products
-..........-..........1-.......... ......................... ............ ..................... ................................... ..................... ............. ............ .......... ..........
FL# Model,Number or Name Description
I'-....................... ............ ............. ............................_................. .............................. ........... ........................
22355.1 Camelot Sliding Glass Door Impact Camelot PVC Sliding Glass Door,Wind Zone 3 Large Missile
Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL2235S RI C CAC .86-185CAR.odf
Approved for use outside HVHZ:Yes FL22355 R1 C CAC 86-209CAR.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 04/13/2021
Other:Please see Certifications, Installation Instructions,and Installation Instructions
EvaluaJon Report for additional information. FL22355 RI 11 FPA-Camelot-SGD-LM.pd
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party: Yes
Evaluation Reports
FL22355 RI AE EvaiReport-Camelot-SGD-LM.12d
1 Party:
Created by Independent Third Pa y:Yes
........... ........................ ..............................-...................... ........... ...........-I—- I .................."'..-........... I.............1-111- .....................-
22355.2 Camelot Sliding Glass Door Non- Camelot PVC Sliding Glass Door,Non-Impact
Impact
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL22355 RI C CAC 86-101CAR&df
Approved for use outside HVHZ:Yes FL22355 RI C CAC 86-102CAR,otlf
Impact Resistant: No FL22355 R1 C CAC 86-104CAR.Dd
Design Pressure: N/A 235S R1 C CAC 86-105CAR.udf
Other:Please see Certifications,Installation Instructions,and FL223S5 R1 C CAC 86-106CAR.Odf
Evaluation Report for additional information. FL22355 R1 C CAC 86-107CAR.od
Quality Assurance Contract Expiration Date
04/25/2020
Installation Instructions
FL221Y; RI IT FPA-Camelot-SGD-Nl,pdf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22255 RI AE EyalReport-Camelot-SGD-NI.pd
Created by Independent Third Party:Yes
Back Next
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Conyri2ht 2007-2013 State of Florida.:;Privacy Statement::Acrsjbilltv Statement::Refund Statemen
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
malt 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 tiffg_
Product Approval Accepts:
9] r9q EA 0
Credit Card
Safe
https://www.floridabuilding.org/pr/pr�-appjtl.aspx?param=NvGEVXQwtDqs3M6m9%2fK8XPJTqolfxQigChEi7BXCkZyAdi fi5KTnIOA%3d%3d 212
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574 .
TCONSULTING, INC. FBPE C.O.A. #29779
Compliance Statement FL22355
November 30, 2017
Evaluator: Lucas A. Turner, FL PE#58201, 1239 Jabara Ave., North Port, FL
Florida Product Approval Reference: FL22355.1 and .2
Product Descriptions: Camelot PVC Sliding Glass Door, Large Missile Impact and Non-
Impact
Manufacturer: Northeast Building Products,4280 Aramingo Ave.,Philadelphia, PA 19124
Statement of Compliance: I have reviewed the above-listed product and Florida Product
Approval, previously submitted for 2014 Florida Building Code (FBC) compliance, per the
requirements of FAC Product Approval Rule Chapter 61G20-3.007(f) for Self-Affirmation.
The new edition of the code, 6 1h Edition(2017) FBC, does not require a material or substantive
change of this approved product or its installation. The testing standards and standard dates used
in the product testing and evaluation as indicated below, are also compliant with the 6th Edition
(2017) FBC and are therefore valid and acceptable under the new code.
This product complies with the requirements of the 6 1h Edition(2017) Florida Building Code
including the High Velocity Hurricane Zone.
Technical Documentation Reviewed:
1) Evaluation reports and Installation drawings FPA-Camelot-SGD-LM and FPA-Camelot-
SGD-NI, as approved in 2014 FBC FL22355
2) Test Reports F9932.03-501-44-r2 and F9932.04-501-44-r2, from Intertek/ATI,
Springdale, PA, with testing performed: AAMA/WDMA/CSA I0I/I.S.2/A440-1 1,
ASTM E 1886-05,ASTM E 1996-12 (Wind Zone 3, missile level D), AAMA 506-11
3) Test reports C7941 03-501-44-r0, C8717 02-501-44-r0, D0979 03-501-44-rl, and DI 113
02-501-44-r0, from Intertek/ATI, Springdale, PA, with testing performed:
AAMA/WDMA/CSA 101/l.S.2/A440-11
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Northeast Building Products or in any company manufacturing or
distributing products for which this report is being issued. I do not have, nor do I intend to
acquire, nor will I acquire, a financial interest in any other entity involved in the testing or
approval process of this product. $.0jjt111J1tjjj$
iAo RP 1i,
E t,j&
41 Kt
5
Lucas
Turner
2017-11-30 = 11/30/2017
E OF
17:26+19:00 SI-AT
Lucas A. Turner, P.E.
OR ko ., �
FL PE#58201
lttm )%Ito
GENERAL NOTES CAMELOT SLIDING GLASS DOORS AND SIDELITES, NON-IMPACT
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM CHELSEA BUILDING
PRODUCTS EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO TAS202-94
AND AAMANVDMA/CSA 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF FL#22355
THE FLORIDA BUILDING CODE,5TH EDITION(2014),FOR USE OUTSIDE THE HIGH —106"MAX.DOOR WIDTH
VELOCITY HURRICANE ZONE.
2.THIS PRODUCT IS NON-IMPACT RESISTANT AND REQUIRES THE USE OF
IMPACT PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS.
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS LIMITED BY ---
ASTM E-1300 GLASS TABLES,AND TESTED WATER AND STRUCTURAL
PRESSURES.
4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE �i d
INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE O
CONFIGURATION SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS WITH w !'
MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH w (9
FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. z w
FOR FULL PRODUCT CONSTRUCTION DETAILS SEE ATI/INTERTEK TEST O
REPORTS C7941.03-501-44-RO,D0979.03-501-44-R1,C8717.02-501-44-RO,AND to O Z O
D1113.02-501-44-RO. O O
5.MINIMUM GLAZING IS INSULATING GLASS 1/8 TEMPERED+1/2"GED �{ X
STAINLESS STEEL INTERCEPT SPACER+1/8"TEMPERED,GLAZED WITH GE
SCS2801 SILICONE BACKBEDDING WI5/8"GLASS BITE FOR DOOR PANELS AND F 2
1/2"GLASS BITE FOR SIDELITES. w
6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE U ;
FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. INSTALLATION
THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD FASTENER
SUBSTRATE. LOCATION,TYP.
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND
ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL BE
VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY
THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING,OPENINGS,&BUCKING
FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED BY OTHERS IN Lucas Turner
ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE REPLACEMENT OXO ELEVATION
STRUCTURE. WITH MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. SEE DETAILS SHEET 4 2017-05-25
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR 15:56+20:00
OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD BUCKS,
IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A TREATMENT OR
typrrttrtry,,l�
COATING COMPATIBLE WITH THIS PRODUCT. PpiUREby +r�r
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING OXO FRAME TYPE MAX.SIZE DESIGN PRESSURE RATING 'P� �cnsF G,^✓
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER � i No ss2oz :�4
REPLACEMENT 106"X 79-1/2" +40/-50 PSF
WINDOW MATERIALS.
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE = ' srAre of r
DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA
REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS.
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION
RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF NORTHEAST BUILDING PRODUCTS
OTHERS AND ARE NOT ADDRESSED BY THIS DOCUMENT. 4280 Aramingo Ave_,Philadelphia,PA 19124 .7_
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES,SHEET 3. Ph.(215)535-7110 www.camelotwindows.com 5/2 5120 1 7
SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
NOTES,ELEVATION 5/912017 FL PE#58201
1239 Jabara Ave.
SCALE: NTS REV:0 North Port,FL'34288
DRAWING:FPA CAMELOT-SGD-NI SHEET: 1 OF 6 Ph.941-380-1574
CAMELOT SLIDING GLASS DOORS AND SIDELITES, NON-IMPACT
MAX. DOOR WIDTH
SEE SIZE CHART BELOW
MAX.DOOR WIDTH 4"
SEE SIZE CHART BELOW 4"
ONE
4—
THRU-FRAME
2 a: ANCHORAT
0 0�wof
x CENTER,SEE
LL
LL Z'M SHEET4
w 0
LLJ 1-0 2:
z X:-1
5 LLI of W W
m 0 ro
0 W
U)0 w
C) <
1 0
U,L.'w's 0
k- (L Z a- 0 00 w X 0 0
Z 0 W 0 0 LU �— Lu 0 Ld
w C)() (0 z �—
()" M 0 �N LU LU
z��z co 0 2 ONE 0)
0 x
Or.- to 2 LU z w
. 0) LLJ 0 w ANCHOR Lu
of 01% U) .a_ LINSTALLATION w
0 0 INSTALLATION ':I AT CENTER
�E u-:R u- FASTENER a: FASTENER
LOCATION,
LOCATION,TYP. 2 LOCATION,TYP.
4"
REPLACEMENT OX OR XO ELEVATION 4"
SEE DETAILS SHEET 4 NEW CONSTRUCTION OX OR XO ELEVATION
SEE DETAILS SHEET 5
STATE OF
OX OR XO FRAME TYPE MAX.SIZE DESIGN PRESSURE RATING 0
NEW CONSTRUCTION 71-1/2"X 79-1/2" +50/-55 PSF ONAL
114144111t -
4/
REPLACEMENT 71-1/2'X 79-1/2" +50/-55 PSF NORTHEAST BUILDING PRODUCTS
NEW CONSTRUCTION 96"X 96" +/-25 PSF 4280 Aramingo Ave.,Philadelphia,PA 19124
REPLACEMENT 96"X 96" +/-30 PSF Ph.(215)535-7110 www.camelotwindows.com 5/2512017
SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
ELEVATIONS 519/2017 FL PE#58201
SCALE: NTS REV:0 239 Jabara Ave.
North Port.,FL 34288
DRAWING:FPA-CAMEL0T-SGD-NI SHEET. 2 OF 6 Ph.941-380-1574
CAMELOT SLIDING GLASS DOORS AND SIDELITES, NON-IMPACT
GENERAL ANCHOR NOTES:
1.INSTALL ONE ANCHOR AS INDICATED IN
DETAILS ON SHEETS 2 AND 3 AT EACH LOCATION
SHOWN IN THE ELEVATIONS ON SHEET 1.
2.INSTALL SHIMS AT EACH ANCHOR LOCATION
16"MAX. 16"MAX. WHERE A GAP OF 1/16"OR GREATER EXISTS
SIDELITE SIDELITE TH
RAWIDTH WIDTH 3 MS SHALL BE LOAD-BEARING(PLASTIRMLLIC)AND CAPABLE OF TRANSFERRING
LOADS TO SUBSTRATE.
<C� 4.SPECIFIED ANCHOR EMBEDMENT TO
SUBSTRATE SHALL BE BEYOND WALL FINISH OR
STUCCO,BY OTHERS. FOR ATTACHMENT TO
0
0 7 uj METAL SUBSTRATES ENSURE FULL THREAD
LL LL a�W ENGAGEMENT THROUGH METAL WALL WITH MIN.
w 2 M 3 THREADS BEYOND.
LU (D z— (9
z LU it w 5.FOR MASONRY WITH WOOD BUCKS LESS
LU w
0 IL THAN 1-1/2-THICK,EMBEDMENT SHALL BE
0 C'I 0
CC)0 w w
I- BEYOND WOOD BUCKS AND INTO MASONRY.
WOOD BUCKS ARE OPTIONAL WITH MASONRY
LU Q INSTALLATIONS WHERE MASONRY EDGE
0) U) DISTANCE CONDITIONS ARE MET WITH NO
BUCKS. WOOD BUCKS 1-1/2"THICK OR
GREATER SHALL HAVE EMBEDMENT INTO THE
2 WOOD BUCKS.
z
0 a to 6. ENSURE 3"MIN.ON-CENTER SPACING
BETWEEN ANY TWO INSTALLATION ANCHORS.
wz
o LU
F-
z I ffLu
w w
Z UJ J—
w
INSTALLATION a_
INST:LLATIONI
FASTENER FASTENER
LOCATION,TYP. LOCATION,TYP.
REPLACEMENT SIDELITE ELEVATION NEW CONSTRUCTION SIDELITE ELEVATION Zo",titlef,mw
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NORTHEAST BUILDING PRODUCTS 'tif"010
FRAME TYPE MAX.SIZE DESIGN PRESSURE RATING 4280 Aramingo Ave.,Philadelphia,PA 19124
NEW CONSTRUCTION 16"X 96' +90/-90 PSF Ph.(215)535-7110 www.camelotwindows.com 5/25/2017
REPLACEMENT 16"X 96" +95/-95 PSF SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
NOTES,ELEVATIONS 51912017 FL PE#58201
SCALE: N REV:0 39 Ja ara Ave.
North Port,FL 34288
DRAWING:FPA-CAMELOT-SGD-NI SHEET. 3 OF 6 Ph.941-380-1574
CAMELOT SLIDING GLASS DOOR, REPLACEMENT MIN,EDGE DIST.,
SEE TABLE 1
SUBSTRATE
BY OTHERS,
SEE TABLE 1
1/4"MAX.
SHIM SPACE SEALANT BY
SEALANT BY
MIN.EMBED., INSTALLER
INSTALLER 0
to
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SEE TABLE 1, IL<
SEE LOCATIONS (0
SHEETI 2
SEALANT BY
INSTALLER
TYPICAL JAMB HORIZONTAL SECTION
(FIXED JAMB SHOWN,LOCK JAMB ANCHORAGE SIMILAR) SUBSTRATE
BY OTHERS,
SEE TABLE I NO ANCHORS
AT SILL
"'s C,f....N&.... .6,
TABLE 1:REPLACEMENT FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE
TYPICAL FRAME
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED. MIN.EDGE DIST. VERTICAL SECTION
STATE OF '411
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1. 1 1/8!1
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16-ITW TAPCON 1. 2"
CONCRETE(2.85 KS1 MIN.) 3/16"ELCO ULTRACON 1. NORTHEAST BUILDING PRODUCTS
4280 Aramingo Ave.,Philadelphia,PA 19124
HOLLOW OR GROUT-FILLED CMU(ASTM C90) 3116"ELGO ULTRACON 1-1/4" 1 21/2" Ph.(215)535-7110 www.r-amelotwindows.com 5/25/2017
2X MIN.SPRUCE-PINE-FIR WOOD(G=0.42) #8 WOOD SCREW 1-3/8" 1" SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
REPLACEMENT INSTALL,ANCHORS 519/2017 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:0 North Port,FL 34288
DRAWING:FPA-CAMELOT-SGD-NI SHEET: 4 OF 6 Ph.941-380-1 574
CAMELOT SLIDING GLASS DOOR, NEW CONSTRUCTION INSTALLATION FASTENER,
#6 X 1-112"FLAT HEAD
WOOD SCREW,SEE
SPRUC/PINE/FIR MIN. 1-1/4"MIN. LOCATIONS SHEET 2
WOOD SUBSTRATE EMBED. Z SEALANT BEHIND
BY OTHERS w FIN BY INSTALLER
O
SEALANT EXTERIOR
BEHIND
FIN BY
INSTALLER
z Ci
El �w
U)< LLI
a-
El
INSTALLATION FASTENER,
#6 X 1-1/2"FLATHEAD
WOOD SCREW,SEE SPRUC/PINEIFIR
LOCATIONS SHEET 2 MIN.WOOD
EXTERIOR SUBSTRATE
BY OTHERS 1/4"MAX.3/8'MIN. SHIM SPACE
GL EDGE DIST.
2 w TYPICAL JAMB HORIZONTAL SECTION
< (LOCK JAMB SHOWN,FIXED JAMB ANCHORAGE SIMILAR)
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BEHIND
FIN BY
INSTALLER F a, V
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SPRUC/PINEIFIR MIN. w NORTHEAST BUILDING PRODUCTS
WOOD SUBSTRATE 1-1/4'MIN. Cl)p 4280 Aramingo Ave.,Philadelphia,PA 19124
BY OTHERS EMBED. L w Ph.(215)535-7110 www.camelotwindows.com 5/25/2017
SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
TYPICAL FRAME NEW CONSTRUCTION INSTALL 5/9120171 FL PE#58201
VERTICAL SECTION SCALE: NTS 9�0 Ave.
REV:0 North Port FL 34288
DRAWING:FPA-CAMELOT-SGD-NI SHEET: 5 OF 6 1 Oh.941-380-1574_
CAMELOT SLIDING GLASS DOOR CAMELOT SLIDING GLASS DOOR
SIDELITE, REPLACEMENT SIDELITE, NEW CONSTRUCTION
INSTALLATION FASTENER,
#6 X 1-1/2"FLAT HEAD
SEALANT BEHIND WOOD SCREW,SEE
1/4"MAX. FIN BY INSTALLER LOCATIONS SHEET 3
SHIM SPACE
MIN.EMBED., SEALANT BY EXTERIOR
SEE TABLE 1,SHEET INSTALLER
SUBSTRATE EXTERIOR LU
BY OTHERS,
SEE TABLE I
LU
Uj _j LU
on LU
<m:
U) SPRUCIPINE/FIR
INSTALLATION MIN.WOOD
FASTENER, SUBSTRATE
SEE TABLE 1, BY OTHERS
SHEET
SEE LOCATIONS 1/4"MAX.
SHEET 3/8-MIN. SHIM SPACE
EDGE DIST.
TYPICAL HEAD/SILL/JAMB SECTION TYPICAL HEAD/SILL/JAMB SECTION N. F8201 %10~
STATE OF
-Oz,
NORTHEAST BUILDING PRODUCTS
4280 Aramingo Ave.,Philadelphia,PA 19124
Ph.(215)535-7110 www.camelotwindows.com 5/25/2017
SHEET DESCRIPTION: DATE DRAWN: Lucas A Turner,P.E.
SIDELITE INSTALL 5/9/2017 FL PE#58201
,-----t)araAve.
SCALE: NTS REV:0 North Port,FL 34288
DRAWING:FPA-CAMELOT-SGD-NI SHEET: 6 OF 6 Ph.941-380-1574
1/16/2018 Florida Building Code Online
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r eCIS Home i Log In ; User Registration I Hot Topics € Submit Surcharge Stats&Facts I Publications i FSC Stott t BCIS Site Map ( Links } Search
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Product Aonroval Menu>Product or Aopikatton Search>$ggikatipn List>Application Detail
ar;,oS FL# FL22300 Rl
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.
AddresslPhone/Email 4280 Aramingo Ave
Philadelphia, PA 19124
(215)535-7110
L,Knowles@nbpmail.com
Authorized Signature Lucas Turner
Luke@TurnerEC.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Scott Wolters,PE
s 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
bttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPlxi6lKlLNaUwjFbYC3vEIF7geadJ3C6vg%a3d%3d I/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 v
.______....__...____-___ __.______.-.__...._.......___.._._...___
22300.1 WinForce Double Hung Impact WinForce PVC Double Hung Window,Large Missile Impact
-- ... _....M..........___........._ .....................................__......_.......................__................_.. ,_.._....................-................__..._..._._..-__...-........_._.......
_._. _....._.__......_...._-
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22300 RI C CAC 86-157 .AR.pdf
Approved for use outside HVHZ:Yes EL2340 RI C C,g@{ gdf
Impact Resistant:Yes FL22300 R1 C CAC R(;4n4rAR•odf
Design Pressure:N/A FL22300 R1 C CAC 86-211CAR.Ddf
Other:Please see Certifications,Installation Instructions,and E.L22300 R1 C CAC 86-214CAR.Ddf
Evaluation Report for additional information,design pressures, FL22300 RS C CAC 86-215CAR.odf
and configurations that are approved for the HVHZ. E1 273.00 R1 �CA(-- 85-211CAR odf
E1221nn Rl C CAC 86-403CAR.odf
FL22300 R1 C CAC 86-412CAR.pdf
FL22300 R1 C CAC 86-413CAR.odf
FL22300 RI C CAC 86-414CAR odf
FL223011 R1 C CAC 86-415CAR,Ddf
�R1 C CAC 86-419CAR,odf
FL22300 R1 C CAC_86-424CAR.Ddf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 Ri II FPA-WinForsP-DH-LM-A.odf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 R1 AE val ort-WinForce-DH-LM-A.odf
Created by Independent Third Party: Yes
22300.2 WinForce Double Hung Non-Impact WinForce PVC Double Hung Window,Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22.30.0_R�_C_GA.G_&.6.cl.S6S.Ai3 pdf
Approved for use outside HVHZ:Yes E7 22QLLfi1_GSBC_86 ]62G8&S7Stf
Impact Resistant: No EL72.3.0..0_Rb C C6G @6 .0_4AB.RSff
Design Pressure:N/A EL22399�i.L -
Other: Please see Certifications, Installation Instructions,and FL22300 RI CAC 86-410CAR,odf
Evaluation Report for additional information,design pressures, F_1 D R?C_CAr`_A6_4_1jCAR pdf
and configurations that are approved for the HVHZ. EL7230(�R1 CC8�86 4 7C<l&I�df.
EL223QQ_B.�G C/�.G�.EL-3.21�ALLRdf
FL22 0} 0 R1 CCAC_$6=4_72CAR odf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
F1n2734p R1 11_EP..�.+�YipFaxce�D.}i.L1I.:A..�s1f •
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 RI AE EyaIReDOrt-WinForce-DH-NI-A.odf
Created by Inde endentThi16,
rd Part :Yes
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional 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 45S,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 4S5,F.S.,
please click bigIL.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=NvGEVXQwtDgs3M6m9%2fKgXPIxi6IKILNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 2/2
FAL NOTESPRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22300 WINFORCE DOUBLE HUNG WINDOWDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMAM/DMA/CSA2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA APPROVED CONFIGURATIONS NON-IMPACT
NG CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ HVHZ DESIGNVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION PRESSURE IMPACTCCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. APPROVED RATING RATING
2.THIS PRODUCT IS NON-IMPACT AND REQUIRES THE USE OF IMPACT 54"x7T'EQUAL LITE YES +50/-50 PSF LOCK NOTE: 1 LOCK ASSEMBLY
PROTECTIVE DEVICES(SHUTTERS}IN WINDBORNE DEBRIS REGIONS. (ITEMS 23-25)ALLOWED FOR
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 24"x77 EQUAL LITE YES +50t-50 PSF 24"X77"MAX.SIZE ONLY. ALL
LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND 45"x86 EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS
STRUCTURAL PRESSURES. 53"x86"EQUAL LITE REQUIRE 2 LOCK ASSEMBLIES
4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE W/FULL SCREEN NO +40/-50 PSF NONE
THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 53"x86"EQUAL LITE INSECT SCREEN NOTE: ALL
CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS W/HALF SCREEN NO +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE
WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, FULL SCREEN OR HALF SCREEN
AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS 42"x82"ORIEL NO +50/-50 PSF AT FULL DESIGN PRESSURE
INDICATED IN TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS
SEE NCTL TEST REPORTS 21 0-4 0 6 7-02102At03/03A,AND 54'MAX' 11"MAX.ON
210-4083-03/04/05A/05C/06B/06C, 14"MAX.ON WINDOW WIDTH 6"MAX. 24"MAX.WINDOW WIDTH
5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED FROM CENTER,
STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH CENTER,TYP. CORNER, TYP'
GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. r- 4 6"MAX, FROM
6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM 0 TYP. -�` CORNER,TYP.
INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS
FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF
ANCHORAGE INTO WOOD SUBSTRATE. "712
I if,
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,SUCKS}
�ti 2a:AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND � 0
SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). Z ujBUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY z z Lucas
DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO - O n- Turner
TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH m O O a Q CO O O t,t3 Turn 12 28
MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. W O z O Z 16:26+19:00 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE M v q Zi:z CO
CO
COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC
REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, W 4 q�
WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS :5i v RI
P.....,..,r
PRODUCT. SILL ANCHOR SILL ANCHORC'�'i�cEFrsc
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SPACING SPACING
SAME AS HEAD SAME AS HEAD
OTHER WINDOW MATERIALS. =roa =
10.ALL HARDWARE 8 FASTENERS SHALL BE IN ACCORDANCE WITH F� STATE o� w r`
54"x77"EQUAL LITE ELEVATION 24"x77"EQ.LITE ELEV. ; 0p� ;
THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A
FLORIDA REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC
BASIS. TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124
INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotwindows.com 1 212 7/2 0 1 7
RESPONSIBILITY OF OTHERS AND ARE NOT ADDRESSED BY THIS CONFIG.TABLE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
DOCUMENT. 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 3 VERTICAL SECT. 1239 Jabara Ave,
SHEET4. 4. HORIZ.SECTIONS SCALE: NTS REV:A Port FL 5 BOM,PART DWG5 DRAWING:FPA-WINFORCE-DH-NI SHEET: 1 OF North
Ph.941 380-5 48
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT
45"MAX. 53"MAX.
WINDOW WINDOW 42"MAX.
11"MAX. WIDTH 6"MAX. 12"MAX. WIDTH 6"MAX. WINDOW
ON CENTER, FROM ON CENTER, FROM 14"MAX. WIDTH 6"MAX.
TYP. CORNER, TYP. CORNER, ON CENTER, - FROM
—I TYP. —I TYP. TYP. CORNER,
0 0 0 0 0 0 TYP.
0
0
0 0
2 (L
0 0 0
LL co tea. LL I
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0
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0 Z IL Lu 0 Z p- LL) x Z IL Lu
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SILL ANCHOR
SILL ANCHOR 0 SILL ANCHOR 0 SPACING
SPACING 0--�O Q SPACING SAME AS HEAD Q Q
SAME AS HEAD SAME AS HEAD 0 0 0 U Q
45"x86" EQUAL LITE ELEVATION 53"x86"EQUAL LITE ELEVATION 42"x82"ORIEL ELEVATION
SEE TYPICAL 1/2"GED 1/8"ANNEALED
GLAZING 20 22 SEE LOCK GLASS
STAINLESS STEEL
DETAIL NOTE, INTERCEPT SPACER
SHEET GE SCS2801 r4* ssnl
1/8"ANNEALED SILICONE
wars OF
GLASS
34 17 NAI
NORTHEAST BUILDING PRODUCTS
yy
4280 Aramingo Ave.,Philadelphia,PA 19124
8 9 U
Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
EXT. INT. SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
ELEVATIONS,GLAZING DETAIL 4113/2017 FL PE#58201
MEETING RAILS DETAIL TYPICAL GLAZING - 1239 Jabara Ave.
DETAIL SCALE: NTS REV:A North Port FL 34288
--- --- - - I
DRAWING:FPA-WINFORCE-DH-NI SHEET: 2 OF
5 Ph.941-380-1574
16WLINFFORCE DOUBLE HUNG WINDOW, NON-IMPACT
SEE GENERAL ANCHOR NOTES,SHEET 4.
SUBSTRATE MIN.EDGE DIST., SEE TYP.GLAZING
APPLIES TO BOTH DETAIL SHEET 2
BY OTHERS EXT.AND INT_SIDES, z W LU
_j
co W
SEE TABLE SEE TABLE I :>:Ul 15 4
SEALANT BY w 36 EXT. iNT. CLEARANCE
INSTALLER 10 1 r HOLE AND PLUG
1 INSTALLATION
FASTENER,SEE
Ej TABLE 1,SEE
---------- = �
= �.E ul m LOCATIONS ;� w
t 0
15 U)7_ <
SHEETS 1-2 0-
8 SEALANT BY Cf)
U) INSTALLER Li
3 STRUCTURAL
SILICONE
no
INSTALLATION
f FASTENER,SEE
• INT. TABLE 1,SEE Z W LU W SUBSTRATE MIN.EDGE DIST.,
LOCATIONS m Lu
�E w Co BY OTHERS, L APPLIES TO BOTH
SEE TYP.GLAZING SHEETS 1-2 w I4 SEE TABLE I EXT.AND INT.SIDES,
DETAIL SHEET 2 CLEARANCE SEE TABLE I
HOLE AND PLUG
TYPICAL HEAD VERTICAL SECTION
TYPICAL SILL VERTICAL SECTION
E.....tiv I
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE Z- ram: - SS201 �A
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED. MIN.EDGE DIST. srATE OF
i:�Oi.I
CONCRETE(2-0 KSI MIN) 3/16"ITW TAPCON %
1 1/8"
P_
W
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON
NORTHEAST BUILDING PRODUCTS
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 2' 4280 Aramingo Ave.,Philadelphia,PA 19124
1. Ph.(215)535-7110 www.camelotwindows.r_om 2X MIN.SOUTHERN PINE WOOD(G=0.55) 12/27/2017
#10 GRADE 5 WOOD SCREW 1. SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
16 GAUGE(0.060')MIN.STEEL STUD,33KSI #10-16 HILT]KWIK-FLEX OR ITW HEAD/SILL INSTALLATION 4/1312017 FL PE#58201
YIELD MIN.,OR 11/8"ALUM.6063-T5 MIN. TEKS SELF-DRILLING SCREW FULL 1/2" SCALE: NTS 1239 Jabara Ave.
DRAWING: REV.A North Port,FL 34288
FPA-WINFORCE-DH-NI qHF=PT- 'I rw r 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
SEE TABLE� T
co CLEARANCE U) CLEARANCE
UJ U1 t-: HOLE AND PLUG Lu!!! �': LU HOLE AND PLUG
W _j m: W
_j z (L I— z 0 Lu
0 -b a. 0 Co Lu
ui IL rn <Co co di
< m m W INT.
2� 0 uj INT. 0 0 F Cl
Lo Lu Cf) ui
SEE TYPICAL
GLAZING
!�^�[ DETAIL,
SHEET2
El
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
GENERAL ANCHOR NOTES:
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 3 AND 4 AT EACH LOCATION f r4. sssoI
SHOWN IN THE ELEVATIONS ON SHEETS I AND 2.
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/1 6"OR GREATER EXISTS
OF
BETWEEN PRODUCT FRAME AND SUBSTRATE. 0
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
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.Tumer,P.E_
BEYOND WOOD BUCKS AND INTO MASONRY. WOOD BUCKS ARE OPTIONAL WITH MASONRY JAMB INSTALLATION I ALT.FLANGE 4113/2017 FL PE#58201
INSTALLATIONS WHERE MASONRY EDGE DISTANCE CONDITIONS ARE MET WITH NO BUCKS. SCALE: NTS REV:A 1239 Jabara Ave.
WOOD BUCKS 1-1/2"THICK OR GREATER SHALL HAVE EMBEDMENT INTO THE WOOD BUCKS. 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
ITEOM DESCRIPTION PART No. WINFORCE DOUBLE HUNG WINDOW,
1 HEAD SOURCE MATERIAL
2 SILL 10005160 DECEUNINCK PVC NON-IMPACT
3 JAMB 10005161 DECEUNINCK
10005162 DECEUNINCK P� — --- 432
4 SILL EXTENSION 10005131 11" --- '�
PVC15
5 ADD-ON FLANGE DECEUNINCK PVC 0 432"
10008341 � �—I
6 SASH STOP DECEUNINCK PVC J 7 10008483 DECEUNINCK PVC _ 4
8 WEATHER STRIPPING ^N —� �
187 8K X.22q H7 ULTRA FA8 Ncl) s' ( r
9 WEATHER STRIPPING FIN PILE _ — �� M
10 WEATHER SEAL-SILL .187 BK X.290 HT ULTRA FAB FIN PILE �I-- n l
11 BALANCE CLIP FOAM FILLED BULB AMESBURY FOAM/POLYETH. NI 2 ����J� I
12 FRAME SCREWS-SILL TO JAMB ROLLER TILT-RT562 CALDWELL ___ 111
13 BALANCE SCREWS #8 X 1/2"PPH-SS MERCHANTS r--- L�
#8 X 7/8"PFH -SS ST.STEEL
14 MERCHANTS ST.STEEL
15 TOP/BOT FT RAIL
16 KEEPER RAIL 10005541 DECEUNINCK PVC f---_237.
17 LOCK RAIL 10005543 DECEUNINCK PVC
18 TOP/BOT.STILE 10005542 DECEUNINCK PVC 5 n 1n ��)
19 BULB SEAL 10005540 DECEUNINCK PVC 132 �2
20 GLAZING BEAD-3/4"IG NON-IMP. 10008206 DECEUNINCK PVC
21 PIVOTBAR 10005456 DECEUNINCK -I n
16Y513 STAINLESS STEEL PVC Ntm
22 PIVOT BAR SCREW CALDWELL S7.STEEL .�rN o
23 LOCK #6 x5/8"PPH TEK-SS MERCHANTS ST.STEEL 6fj
o
24 LOCK SCREW D2100AL-XX ASHLAND TIN-ZINC
35 36 _
25 KEEPER #8 X 1"PAINTED PFH MERCHANTS 5 J� m
13999-999-XX STEEL
26 KEEPER SCREW ASHLAND
#6 X3/4"PAINTED PFH TIN ZINC
27 VENT STOP MERCHANTS �!
STEEL rr
28 11LT LATCH-UPPER SASH 1760 VISION VINYL
29 TILT LATCH-LOWER SASH 7397 FC-R/7397 FC-L VISION L J
20F0041 LH !20F0042 RH VINYL L.�30 TILT LATCH SCREW-LOW ER SASH CALDWELL VINYL L
31 TILT LATCH THUMB BUTTON X 3!8"PPH TEK MERCHANTS STEEL
32 CENTER FIN WEATHERSTRIPPING 20F0005011502 CALDWELL VINYL 1 19
34 LOCK RAIL REINFORCEMENT 270 BK.x.270 HT.Adhesive ULTRA FAB FIN PfLE o��
� 16" �
35 TOP LIFT RAIL REINFORCEMENT 10300266 ASTRO SHAPES 6005-T5 ALUM. — �-
36 KEEPER/BOTTOM LIFT RAIL REINF. 103g0159 ASTRO SHAPES 6005 T5 ALUM. �rN
10300159 Ytrw p to ElV
37 STILE REINFORCEMENT ASTRO SHAPES 6005-T5 ALUM. '8 L�f 4`?.�ict;scrGp
103g0166 ASTRO SHAPES 6005-T5 ALUM. �]' J
.,v Pia Sc7Y
T Cl) 123n
32 123" 1.0 srpT OF .'zu
32
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NORTHEAST BUILDING PRODUCTS toms."
4280 Aramingo Ave.,Phi(adetphia,PA 19124 1_z-7.
32 C5 - riN N�M Ph.(215)535-7110 www.camelotwindows.com
12/27/2017
5 (1 SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
6 7 34 BILL OF MATERIALS,PART DWGS 4/13/2017 FL PE#58201
SCALE: NTS L 34288 North Port,1239 Jabara Ave.
REV:A F DRAWING:FPA-WlNFORGE-DH-NI SHEET: 5 OF 5 Ph.941-380-1574
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: - Zq—
Site: 2—
Permit Type: Ce�_� L�,`s��y D!�J S
Approved w/no comments:❑ Approved w/the below comments► Denied w/the below comments: O
This comment!hects'all-bept with the permit and/or plans.
SEP 1 ..l �0
Kalvint —Plans Examiner Date tractor and/or Homeowner
(Required when comments are present)