HomeMy WebLinkAbout21-1695 sL
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r.inyir�ea City Of Zephyrhilis PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001695-2021
Phone: (813)780-0020
Fax: (813)780-0021
Issue Date: 04/07/2021
4
Permit Type: Add/Alter (Residential);
Property Number Street Address
02.26 210230 00000 0230 6932 Oakcrest Way
Owner Information Permit Information Contractor Information
Name: JOHN REEL Permit Type:Add/Alter(Residential) Contractor: LIPTON WINDOW& DOOR
Class of Work:Add/Alter Residential
Address: 6932 Oakcrest Way Building Valuation:$7,936.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)326-2539 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$7,936.00
Total Fees:$119.52
Amount Paid:$119.52
Date Paid:4/7/2021 8:23:34AM
Project Description,
REPLACE WINDOW&3 DOORS
Application Fees
Building Permit Fee $79.68 Building Plan Review Fee $39.84
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c).the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit,.there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"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 add fee 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.
141QL,1*
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
a' 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting 813 06-9895_
)99122 99 991 morel
Owner's Name John Reel Owner Phone Number 813-326-2539
owners Address 16932 Oakcrest Way Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6932 Oakcrest Way LOT# 23
SUBDIVISION Oak Crest Estates PARCEL ID# 02-26-21-0230-00000-0230
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
B INSTALL B REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Replace size for size 1 Window,3 Doors
BUILDING SIZE SO FOOTAGE HEIGHT
®BUILDING $7936 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
1
=PLUMBING $ /
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO t5)J J
BUILDER COMPANY Lipton Window and Door 1
SIGNATURE f� � REGISTERED Y/N FEE CURREN
Address 17335 Gunlock Rd Lutz FL 33558 License# CBC1258461
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
3.■[[.[1 CCi[_i.[[.[[.l.i i,r[.!!.["1.[".[_i•C!I[[![1!.[..[I_[[.CCi--[_([>t.!_[-[.[.!9.11.1.1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-OW 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 subdivision0arge 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
,
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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,WaterMastewater 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"V"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 CONTRACTO
Su scribed ndbswo or affirmed)before rrge this S�ubsc;b bed
s om to or affyme )before me this
�y y 0/ n/w\��
o slate ersona known to me or has/have produced ho is/ar p sonally known t me or ha have produced
as Identification. —� as identification.
Notary Public utx�t��t�spJ�� Notary Public
mission No. V� /�t�Z� Commission No. 97 b 1����
,3 KEJ t/V 1�0 v�/�LL S K�YiN thL)1 t O''I�
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
JAMES KEVIN HOWELL JAMES K:#G
WELL
log �B: ;otpR e�;
Notary Public-State of Florida ;?; �= Notary Public of FloridaCommission q GG 910202Commissio910202My Comm.Expires Sep 4,2023 ?of F ` My Comm.Exep 4,2023
Bonded through National Notary Assn. Bonded through Naotary Assn.
INSTR# 2021049919 Bt< 10299P� 1224
03/12/2021 09:37am Page 1 of 1
,Permit Ni rube t r'15 t. z
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Parcel ID NumbereS?rl�-A6-ter,'(/��J��O-c70000-oa, v O`' 0.00 IT: 0.00
Nikki Alv
z-Sowles Esq.NOTICE OF COMMENCEMENT Pasco County CJ k $Co111Ft roller Y
i
State of Floridatr`",n-_: :
.1;i4„Y.G'�frF�};;:t�''y nri``�'?i::.:F.;:: ic,:+=1;�;�:�'i:' : r......e:. �r."•�".
County of Ptmafterr�as
THE UNDERSIGNED hereby.gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statutes,the following information is provided in this NOTICE OFCOMMENCZ7r-
T.
1. Description of property(legal description):r�/a//�r�r/ %�s ONr, 3�P(S 4/7-4/9- e;,9i a3
•(a)Street(job)Address:(0 3 a 0O G r e_s+ we 1-kVrk/I(S. [_L_
2.General description-of improvements: / -
3.Owner Information or Lessee information if the Lessee contracted for the improvement:
'ra)Name and address:S�kh S,, R-eel, 6 93_1 6akGreSt iJaV, Z e-pi(ph"Its,
b)Name and address of fee simple titleholder(if different than Owner listed above)
c)Interest in property:_
4.Contractor Information
a)Name and address: Lipton Window and Door2438 Merchant Ave Suite 103,Odessa,FL.33556
b)Telephone No.: 727-372-2455 Fax No.:(optional)
5.Surety(if applicable,a copy of the payment bond is attached)
a)Name and address:
b)Telephone No.:
c)Amount of Bond:$
6.Lender
a)Name and address:
b)Telephone No.:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7.,Florida Statutes:
a)Name and address:
b)Telephone No.: Fax No.:(optional)
8.a)In addition to himself or herself,Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
b)Phone Number of Person or entity designated by Owner:
9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 year from the 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 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my
knowl e a d belief.
)Gigndt4 of Owner or Lessee,or Owner's or Lessee's(Authorized Officer/Director/Partner ager) f Pnnt Name and Provide Signator/sTitle/Office)
The foregoing instrument was acknowledged before me by means of [physical presence or Lj on-line notarization,this day
of 03 20 / by ( as f7T � (type of authority,e.g.officer,trustee,attorney in fact)
<for 'Q—. 'i i S, ev� ,as 4
(Name of Person) (type of authority,e.g.officer,trustee,attomey in fact)
for (name of party on behalf of om. ment wasexecuted).
Personally Known ❑ Produced ID
Type of ID ��O tl-'�7 ^ 041— D Notary Signature
Print name 4 .✓
Notary Public State of Florida
Shawn Duggan
My Commission GG 826354
p* Expires 10/27/2023
COUNTY OF li�ASCO FFC A fir `"`�t' •`n
STATEOFFLORIDA, m�• .��'yw,�,�.
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE '
=ESSY HAND AND OFFICIAL SEAL THIS '=�,��'=�-�.
�^ Ti use
DAY OF
S 2 �
NIKKI AREZ-S LE CLERK&CO MPTROL
BY DEPUTY CLERK ;
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�4 SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links search
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Product Approval
1f USER:Public User
Product ADeroVal Menu>Product or Agpligatipn search>ggpligatlon List a ItppllcatlomDetall
FL# FC8784-R13
Application Type oevislj� n
Code Version 2020
Application Status IApproved—::
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
j the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer VI Win Tech
Address/Phone/Email 2400 Irvin Cobb Drive
Paducah,KY 42003
(270)538-4431
swheeler@vlwintech.com
r
Authorized Signature Steven Wheeler
4 swheeler@viwintech.com
` Technical Representative Steve Wheeler
Address/Phone/Email 2400 Irvin Cobb Dr
i Paducah,KY 42003
(270)538-4431
c swheeler@viwintech.com
Quality Assurance Representative Ronnie WIlliams
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003
(270)538-4437
1wlBllammss@viwintech.com
l ows �.
Category Vll�ows—....--
Subcategory CF7 d
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By Scott Wolters,PE
0 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2008
r TAS 201 1994
TAS 202 1994
TAS 203 1994
9
t
1
Equivalence of Product Standards
Certified By Florida Lkensed Professional Engineer or Architect
FL8784 -U Eauiy FL8784 Eauivalencv pyf
t
E
Product Approval Method Method 1 Option A
4
Date Submitted 12/30/2020
i• Date Validated 01/04/2021
Date Pending FBC Approval
k Date Approved 01/12/2021
k
Summary of Products
I FL# Model,Number or Name Description
k 8784.1 SL 31001 PW 7872 ShoreLlne Picture Window 3100 Profile,Impact,78x72. FW-
I C60.SGP Innerlayer,Jamb, Fin,Flange Install,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8784 R13 C CAC NI008088.01-R9.pff
Approved for use outside HVHZ:Yes FL8784 R13 C CAC NI008088.02-R9.D&
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+60/-60 05/31/2023
I Other:When used in HVHZ color of frames to be WHITE only Installation Instructions
rigid PVC, FRAME MATERIAL TO BE RIGID PVC FROM VISION FL8784 R13 II 08-00204E.pd
EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1), "NOT TO BE Verified By: Luis R. Lomas,P.E. FL 62514
INSTALLED 30'OR HIGHER ABOVE GROUND LEVEL"-GLASS Created by Independent Third Party:Yes
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Evaluation Reports
iFLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA FL8784 R13 AE 511139-1E.plif
FOR KURARAY(FORMERLY DUPONT)INTERLAYERS-"Safety Created by Independent Third Party:Yes
Glass on outside pane required in HVHZ zones"
f
.84.2 SL 3300 PW-7272= j SHORELINi:.3ik,P f URA WIND0IN
Llritlts of Use Certification Agency Certificate
Approved for use In HVHZ:No FL8784 R13 C CAC NI009173.01-R6.Ddf
Approved for use outside HVHZ:Yes 'FL8784 R13 C CAC NI009173-R7.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 06/30/2023
I' Other:REFER TO APPROVAL DOCUMENT FOR DESIGN Installation Instructions
PRESSURE RATINGS.FRAME MATERIAL TO BE RIGID PVC FROM FL8784 R13 II 08-00320C.R
VISION EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1), Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL8784 R13 AE 510422D_pgf
G Created by Independent Third Party:Yes
Back rNext
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Contact Us Tallahassee FL 32399 Phone:850-487-1824
a The State of Florida Is an �p AA/EEO employer. Ryjjeht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,emall addresses are public records.If you do not want your e-mall 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 tmdltlonal 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 emall address If they have one.The emalis
P provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please
1 provide the Department with an emall address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,please cllck here.
Product Approval Accepts:
f, ®® room
CredifCar&.,'.`T
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REVISIONS
REV DESCRIPTION DATE APPROVE
A UPDATE TO 2007 FBC 1/17/09 R.L.
8 REVISED NOTES 3/09/12 R.L.
C REVISED INSTALLATION DETAILS 07/20/15 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH
OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,OODPSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEET 2.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:07/21/2015
VINYL WaooCIRVINEcoeBCD�vEES, INC ` 51P.I+`Z//z/'.
PADUCAH, KY 42002 ��v•��CENs�9U+�`�
TABLE OF CONTENTS SHORELINE SL 3100 PW 7272 =*• p„gy( fit=
SHEEP N0. DESCRIPTION 72" X 72" NON IMPACT
NOTES STATE OF "��
1 NOTES DRAWN: DWG NO. REV
2 ELEVATIONS R.L. O8 s00E320 c 3 — 9 INSTALLATION DETAILSiscALENTS �� 7/25/07 1 OF 9
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATE TO 2007 FBC 1/17/09 R.L.
B REVISED NOTES 3/09/12 R.L.
C REVISED INSTALLATION DETAILS 07/20/15 R.L.
72" MAX FRAME WIDTH 72" MAX FRAME WIDTH
6" MAX rT MAX O.C. 6" MAX 6" MAX MAX 20.C. '{ 6" MAX
6" MAX 6" MAX
MAX O.C.
12"
I
MAX O.C.
72" MAX T
MAX MAX
FRAME FRAME
HEIGHT HEIGHT
6" MAX 6" MAX
SHORELINE SL 3100 PW 7272 SHORELINE SL 3100 PIN 7272
EXTERIOR VIEW EXTERIOR VIEW
FRAME FLUSH INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
±95.OPSF NONE ±70.OPSF NONE
SIGNED:0712112015
NOTES: VINYL WINDOW TECHNOLOGIES, INC
1. MAXIMUM D.L.O.: 72 1/4" X 66 1/2" J <
PADUCAH, KY 42002 `.r••��GENs�'9s+<�
SHORELINE SL 3100 PW 7272 *•. 0;;6�'b yt
72" X 72" NON IMPACT
ELEVATIONS ' STATE.OF
DRAWN: DWG NO. REV ��•.�C
R.L.ALE DATE 08 SOOE320 c
NTS 7/25/07 2 OF 9
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE 3/4" MIN A UPDATE TO 2007 FBC 1/17/09 R.L.
WOOD FRAMING EDGE DISTANCE I B REVISED NOTES 3/09/12 R.L.
OR 2X BUCK I I
BY OTHERS 1 1/4" MIN. 1/4" MAX. (IREVISED INSTALLATION DETAILS 07/20/15 R.L.
EMBEDMENT METAL SHIM SPACE
t STRUCTURE
BY OTHERS
BACKER ROD O a 1/4" MAX. APPROVED
& APPROVED SHIM SPACE SEALANT
SEALANT n
El
O #10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
#10 WOOD SCREW #10 SMS OR
SELF DRILLING
❑ � ❑ SCREW
BACKER ROD BACKER ROD ��
& APPROVED 1/4" MAX. & APPROVED
SEALANT SHIM SPACE SEALANT 1/4" MAX.
O SHIM SPACE
WOOD FRAMING METAL
OR 2X BUCK STRUCTURE
BY OTHERS 1 MIN. BY OTHERS
EMBEDMENT
3/4" MIN.
1/2" MIN.
EDGE DISTANCE
EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION
HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR
SIGNED:0712112015
VINYL Waoo�RVINEcOBBODROIVEES, INC \N%RI!Lo '
NOTES: PADUCAH, KY 42002 `r,•v\GENS�,•S+,/�
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �'
NOT SHOWN FOR CLARITY. SHORELINE SL 3100 PW 7272 *• 0 �
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 72" X 72" NON IMPACT �,0 � C
DESIGNED IN ACCORDANCE WITH ASTM E2112 FLUSH INSTALLATION DETAILS TAT OF tv�
i�.c`•� `ki`
DRAWN: DWG N0. REVIORIOP
SALE NTS DATE 7/25/07 08 SHEET
3300F 9 C ,/��%/jONA',�?\���_
REVISIONS
2 1/2" MIN. �{ REV DESCRIPTION DATE I APPROVED
EDGE DISTANCE I A UPDATE TO 2007 FBC 1/17/09 R.L
CONCRETE/MASONRY I B REVISED NOTES 3/09/12 R.L.
BY OTHERS `° C C REVISED INSTALLATION DETAILS 07/20/15 R.L.
C° a ° ° ° 1 1/4" MIN.
OPTIONAL 1 X BUCK " ' ° ° ° G `< EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED 1 MAX.
SEALANT SHIM
SPACE
O ❑
D 3/16" TAPCON
-------EXTERIOR-- -
INTERIOR
BACKER ROD O 3/16" TAPCON
& APPROVED IJ�
SEALANT UU
OPTIONAL 1 X BUCK 1/4" MAX.
SEE NOTE 3 — 7 SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS 1
. ° a NOTES:
4' EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
a ° ° NOT SHOWN FOR CLARITY.
a 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
G DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" MIN.
EDGE DISTANCE
SIGNED:0712112015
VERTICAL CROSS SECTIONCONCRET&MASONRY INSTALLATION VINYL WINDOW TECHNOLOGIES INC
HEAD AND SILL SHOWN,JAMBS SIMILAR 2400
IRVINCAH, K COBB DRIVE . �. GENB:yd+��
SHORELINE SL 3100 PW 7272 ir• p *k
72" X 72" NON IMPACT
�GC�
FLUSH INSTALLATION DETAILS : • TAT OF °t��
DRAWN: DWG NO. REV O�•• C P • \
R.L. 08-00320 C ���sS OR`OGI�G\��\
SCALE NTS DATE 7/25/07 SHEET4 OF 9 / 'ONA;11�`��`
i
i
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED '
EDGE DISTANCE 3/4" MIN A UPDATE TO 2007 FBC 1/17/09 R.L.
WOOD FRAMING EDGE DISTANCE B REVISED NOTES 3/09/12 R.L
OR 2X BUCK
BY OTHERS 1 1/4" MIN. 1/4" MAX. C REVISED INSTALLATION DETAILS 07/20/15 R.L.
EMBEDMENT METAL SHIM SPACE
t { STRUCTURE
BY OTHERS
BACKER ROD 1/4" MAX. APPROVED
& APPROVED SHIM SPACE SEALANT
SEALANT
CID ❑
O O #10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
#10-SMS OR
.#10 WOOD SCREW -
- - - - - - --- - - - - - - -----
n SELF DRILLING
SCREW
��
BACKER ROD BACKER ROD
& APPROVED 1/4" MAX. APPROVED
SEALANT SHIM SPACE SEALANT 1/4" MAX.
SHIM SPACE
WOOD FRAMING METAL
OR 2X BUCK STRUCTURE r
BY OTHERS 1 BED MIN. BY OTHERS I
EMBEDMENT
t�
3/4" MIN.
1/2" MIN. EDGE DISTANCE
EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION
HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR
SIGNED:07/21/2015
VINYL WINDOW TECHNOLOGIES, INC J•`5y 1 'NlSF 1•iRLp�aooRVINcoesDvE
NOTES: `
PADUCAH, KY 42002 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY. SHORELINE SL 3100 PW 7272 f 0' 1
2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE 72" X 72" NON IMPACT
DESIGNED IN ACCORDANCE WITH ASTM E2112 FLANGE INSTALLATION DETAILS � AT
DRAWN: DWG NO. REV /O• P•• \.
R.L. 08-00320 C OR�O'l1G`t��
SCALE NTS DATE 7/25/07 ISHEET5 OF 9
REVISIONS
2 1/2" MIN. —�{ REV DESCRIPTION DATE 11 APPROVED ,
EDGE DISTANCE I A UPDATE TO 2007 FBC 1/17/09 R.L.
CONCRETE/MASONRY I B REVISED NOTES 3/09/12 R.L.
BY OTHERS - °p e C REVISED INSTALLATION DETAILS 07/20/15 R.L.
a ° ° 1 1/4" MIN.
OPTIONAL 1 X BUCK ° ° ° a EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
BACKER ROD& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
D3/16" TAPCON
EXTERIOR
INTERIOR
BACKER ROD 3/16" TAPCON
& APPROVED f7�
SEALANT UU
OPTIONAL 1X BUCK 1 MAX.
SEE NOTE 3 — 7 SHI M M SPACE
SHEET 1
CONCRETE/MASONRY 1
BY OTHERS ° ° a NOTES:
EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
°' NOT SHOWN FOR CLARITY.
° G ° ° '° 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
n DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" MIN.
EDGE DISTANCE
SIGNED:0712112015
VERTICAL CROSS SECTION VINYL WINDOW TECHNOLOGIES INC 11 i
CONCRETEIMASONRYINSTALLATION 2IND IRVIN COBS DRIVE "\\\\`51RIIt0%Y///
HEADANOSILLSHOWN,JAMBSS/MILAR PADUCAH, KY 42002 `�"`��CEAf,* +�y
SHORELINE SL 3100 PIN 7272
72" X 72" NON IMPACT
FLANGE INSTALLATION DETAILS 0;. T OF
DRAWN: DWG N0. REV // �[pR10Q:G\�\
GALE DATE 08 SOOE320 C /11
NITS 7/25/07 6 OF 9
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED `
EDGE DISTANCE 3/4" MIN A UPDATE TO 2007 FBC 1/17/09 R.L.
WOOD FRAMING EDGE DISTANCE I I B REVISED NOTES 3/09/12 R.L.
OR 2X BUCK I I C REVISED INSTALLATION DETAILS 07/20/15 R.L.
BY OTHERS 1 1/4" MIN. 1/4" MAX.
EMBEDMENT METAL SHIM SPACE
1 STRUCTURE
BY OTHERS
BACKER ROD 1/4" MAX. APPROVED 0 a
& APPROVED SHIM SPACE SEALANT
SEALANT
E) o
#10 SMS OR
#10 WOOD SCREW SELF DRILLING
SCREW
EXTERIOR INTERIOR EXTERIOR INTERIOR
#10 WOOD SCREW - - --- O #10 SMS OR
SELF DRILLING
SCREW
��
BACKER ROD BACKER ROD
& APPROVED 1/4" MAX. & APPROVED
SEALANT SHIM.SPACE SEALANT 0 1/4" MAX.
SHIM SPACE
WOOD FRAMING METAL
OR 2X BUCK STRUCTURE —�
BY OTHERS 1 MIN. BY OTHERS
EMBEDMENT
1/2" MIN. 3/4" MIN.
EDGE DISTANCE
EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION
HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR
SIGNED:0712112015
VINYL WaooCIRVINEcoBBCD�VEES, INC \\`\�`s��Rl�.�/0 ����,
NOTES. PADUCAH, KY 42002 "`ter•v\CENSF'9s��,
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY. SHORELINE SL 3100 PW 7272 o 6�Jj�''_ •,*�
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 72" X 72" NON IMPACT t DESIGNED INACCORDANCE WITH ASTM E2112 FRAME INSTALLATION DETAILS �yD• TAT OF
DRAWN: DWG N0. REV
SCALE DATE 08 s00E320 C �� NA 1`�;\\��\
NTS 7/25/07 7 OF 9
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE 'APPROVED ,
EDGE DISTANCE A UPDATE TO 2007 FBC 1/17/09 R.L.
CONCRETE/MASONRY B REVISED NOTES 3/09/12 R.L.
BY OTHERS C REVISED INSTALLATION DETAILS 07/20/15 R.L.
a 1 1/4" MIN.
OPTIONAL 1X BUCK ° ° G' 'd EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED 1 MAX.
SEALANT SHIM
SPACE
O
3/16" TAPCON
EXTERIOR INTERIOR
BACKER ROD O 3/16" TAPCON
& APPROVED ( 7�
SEALANT1/4"
UU
OPTIONAL IX BUCK HIM MAX.
SEE NOTE 3 — 7 SHIM SPACE
SHEET 1 —7
CONCRETE/MASONRY
BY OTHERS ° ° ° a NOTES:
1EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
n NOT SHOWN FOR CLARITY.
a 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
a DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" MIN.
EDGE DISTANCE
SIGNED:0712112015
VERTICAL CROSS SECTIONCONCRET ASONRY INSTALLATION VINYL WINDOW TECHNOLOGIES INC �Illulrrlli
HEAD AND�SHOWIV,JAMBS SIMILAR 2400
IN COBB DRIVE PADUCA KY 42002
SHORELINE SL 3100 PW 7272 _*• 0;;66
7M X 72" NON IMPACT ^'� C
FRAME INSTALLATION DETAILS !gt• $TAT OF •ty�
DRAWN; DWG N0. REV O •'QC,OIRIOCQ;`�IF-1
SCALE NT$ DATE 7/2rJ/07 DB SOOE3800F 9 D ',,,/ss101fAl 'E\X\N
REVISIONS
APPROVED REV DESCRIPTION DATE APPROVED
SEALANT
BEHIND FIN 1 1/4" MIN. A UPDATE TO 2007 FBC 1/17/09 R.L.
WOOD
EMBEDMENT B REVISED NOTES 3/09/12 R.L.
#8 WOOD FRAMING
SCREW BY OTHERS C REVISED INSTALLATION DETAILS 07/20/15 R.L.
7/16" MIN
EDGE
DISTANCE
1/4" MAX.
SHIM SPACE
a
0 p
EXTERIOR INTERIOR
O
1/4" MAX
SHIM SPACE
7/16" MIN
EDGE
DISTANCE
NOTES.
#8 WOOD WOOD 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
NOT SHOWN FOR CLARITY.
SCREW 1 1/4" MIN. BYAOTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
APPROVED EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
HEAD AND SILL SHOWN,JAMBS SIMILAR SIGNED:0712112015
VINYL WINDOW TECHNOLOGIES,
C � ES, INC ` •S�\�+EI\
aooRVINcBBDVE `` \
PADUCAH, KY 42002 SHORELINE SL 3100 PW 7272 *• p 77 c•0�9k
X 72" NON IMPACT
FININ AT INSTALLATION DETAILS �yD• TAT OF `y�
DRAWN: DWG NO. REV �s'c[pR10P,G�\�
SCALE DATE 08 500320 C 'VA"0a\�`\
NTS 7/25/07 9 OF 9if 1
4.a i 7'F'k° to •`�.�
® � • S Y tl ® m ® tl •0
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as Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
® FL# FL15213=R4
Application Type Revision.
Code Version 2020
Application Status Approved
Comments
Archived !�1
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext16
rickw@rwbldgconsuitants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext16
ronoconnell@plastpro.com
Category Exterior_Doors, t
.rter.rs, _. ., ..
Subcategory Swinging Exterior Door Assemblles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, P.E.
.) Validation Checklist-Hardcopy Received
Certificate of Independence FL15213 R4 COI (c)Certificate of Independence.pd
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2009
ASTM E1996 2002
ASTM E330 2002
additional use limitations,installation instructions and product FL15213 R4 AE (b),Eval 15213.11,12d
particulars. Created by Independent Third Party:Yes
15213.12 1.Smooth/Wood Grain/White Wood 6'8"Nan-Impact"Glazed Fiberglass Double Door utilizing "Snap
Grain/Rustic/Mahogany Series N Frame"Glazing-Inswing/Outswing(XX-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II (b) Inst I5213.12.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,RE.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.12 for Design Pressure Ratings,any FL15213 R4 AE (b) Eval 15213.12.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.13 m.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing "Snap Frame"Glazing-Inswing/Outswing(OXXO-
Flberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II (b) Inst 15213.13.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.13 for Design Pressure Ratings,any FL15213 R4 AE ( Eval 15213.13.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip
Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing (X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 1 (b) Inst 15213.14.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.14 for Design Pressure Ratings,any FL15213 R4 AE (b)Eval 15213.14.pd
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.15 _ _, o. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sldelite
Grain%Rustic%Mahogany Series N`' ''Utilizing."Lip-Llte"Glazing-Inswing/Outswing (OX or XO-
1 -Fiberglass Door Configuration"s) -^ -
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II (b)Inst 15213.15.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.15 for Design Pressure Ratings,any FL15213 R4 AE (b)Eva) 15213.15.pldf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.16 p. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sideiites
Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing (OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II (b)Inst 15213.16.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.16 for Design Pressure Ratings,any FL15213 R4 AE (b)Eval 15213.16.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
15213 17__- — q.-Smo`oth%Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip
Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(XX-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 Ii (b)Inst 15213,17.pd
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.17 for Design Pressure Ratings,any EL15213 R4 AE (b}Eva[15213.17.pd
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.18 r. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO-
Fiberglass Door Configuration)
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15213 R4 Eauiv of Standards(d),.p_df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/21/2020
Date Validated 08/25/2020
Date Pending FBC Approval 08/26/2020
Date Approved 10/13/2020
Summary of Products
Go to Page = 0 (0 Page 1/2 Y�
FL# Model,Number or Name Description
15213.1-----•-- --- -;a Smooth/Wood-Grain/White Wood -6.'8 Impact!'-Opaque Fiberglass Single Door-
Grairi%R'ustic%Ma ogf-i any Series- Inswing/Outswing( rati�on)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II (b)Inst 15 113.1 pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R4 AE Eval 15213.1.pd
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.2 b, Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing -Inswing/Outswing(OX or XO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15213 R4 II (j?)Inst 15213.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.2 for Design Pressure Ratings,any FLi5213 R4 AE (b) Eval 15213.2.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing (OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II W Inst 15213.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R4 AE (b)Eval 15213.3.pdf
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing (OX or XO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R4 II (bJ Inst 15213.4.p_df
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.4 for Design Pressure Ratings,any FL15213 R4 AE (¢J Eval 15213.4.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Lip Lite"Glazing-Inswing/Outswing (OXO-
Fiberglass Door Configuration)
Iasipro p - �•
�•-tlI ,o L'J=b M
5200 W. CENTURY BLVD. _U A
52 75"Max OVERALL =w
titAMEwtDTH
LOS ANGELES CA 90045 1s25"MAX ',,��• •,•• ?°Z
FRAME WIDTH i��i�''T * \\� i n m
11 1\\ 8 N..10
Smooth/ Wood Grain / White Wood Grain § o to 9 m'W
Rustic/Mahogany a N m a a
Series N Fiberglass Door' € oZ
INSWING/OUTSWING
'NON-►MPACr' Z Z
A
Z Q tnZ
SE ci p(9 �Q 2A
= 0
GENERAL NOTES - -- y O N Ed
1. This product has been evaluated and_is in compliance with the 7th Edition(2D20)Florida /� ® �m
Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" Q o a
w �W
(HVHZ) o o ¢ a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to ¢ a a
base material shall be beyond wall dressing or stucco. m
fV �
3. When used in areas requiring wind bome debris protection this product is required to be
protected with an impact resistant covering that complies with FBC Sections 1609.1.2& 12 T
R301.21.2 0F.i
N ^
O O O
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for z
2x buck masonry construction. w W Ln
5. Site conditions that deviate from the details of this drawing require further engineering analysis Q o 0
by a ricensed engineer or registered architect.
TABLE OF CONTENTS
SHEET• DESCRIPTION a O1
1 Typical elevation,design pressures,&general notes N^ w z
Door panel details N o
,:;::._;,; :::: :;::cveha�1:::::_ noon-::_ S1pElJfE;:;;;::: DESIGN:RRESSURE: s.< ^ z
3 Sidelrte,panel detals :.:...__. ... .:,.,..,: :.:::..:::.. ......... ......_.....:: �1..
o 63
4 Horizontal cross sectionsYP
D:LQ«
POSITNE.:--.NEGA7NE,.;;
5 Vertical cross sections
-::=::_DIMENSfON_:' _;::flfWIEN_.SION:_:::>3::DTMENSION _.:. :._.._... �02 16/12 z
-- ... _
6 Vertical cross sections INSWING 52.75"x 82.0" 21.0"x 63.0" 7.0"x 63.0" +48.0 -50.0
s - N.T.S. 2
7 Buck and frame anchoring-2X buck masonry construction
Gl UM BY: JK m'
B 1 Frame anchoring-1 X buck masonry construction arx.rn, LFS. 4.
9 Bill of materials,glazing decal 8 components
OUTSWING 52.75"x BOX 21.0"x 63.0" 7.0"x 63.0" +50.0 -50.0 �
DPAWUIC NO.:
FL-15213.15 ro
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DOOR PANEL DETAILS yv P•O. Box 230. Voldco, FL 33595
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REVISIONS FBPE Registry No. 9813
•0'dOl9 R.W.BIlII.DINa CG NeL1LTANTe INo.
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PLASTPRO INC. P.E. No. 43409
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LFS FIBERGLASS DOOR
ICA U1 -71-2 772 5 UPDATE To 77H ED. 16-�KONAL
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in 04/22/15 UPDATE TO 5TH ED. (2014) FOC P•0. Box 230, VoIricc, FL 33595
i� -R-0. 'I' SMELITE PANEL DETAILS
r.n DATE JBY P,hona No.: 813.659.9197
—REVISIO"- MPE Registry No. 9813
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NOTE 1
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No.43409
August 5.2020
g P1 PRODUCT: Documontb PmPorod ey.� ;
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IO1 I N PLASTPRO INC. P.E. No. 43409 YQNAL ��\
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tJ NO DATE BY Phone No.: 813.659.9197
REVISIONS FTBPE R.91,try No. 9813
• 02012 R.W.BUILDING CONSULTANTS INC.
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REFERENCE II a 3 m
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BUCKANCHORING HINGEJAMS FRAMEANCHORING SIRIKE JAMS S
Masonry 2X buck construction `r'
CONCRETEANCHORNOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o o Q
edge distance to mortarjoints.
a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 0 0 0
amaintain the min.edge distance to mortarjoints,additional concrete anchors
R may be required to ensure the MAX ON CENTER"dimension are not exceeded.
9_ 3. Concrete anchor table: 9 13 N g N F a
is :JNIW CLEA0NCrF-WIN>CIE}IRiCNO
LL :ANCHOR.ANLHOit;y ::.M11U€:2 ';...::.................................... :::...........;.......;..::........,,:
�MBEDMLNT 70:MASONRY;.;.;,;:._70ADJACENT.:;.,. 10
::::,:::.......:.... >i:'::i;;......::.`•:;>a::; •:::>.;•:::.. C
TAPCON.......: ...: ...................................... ...............EDGE:::::.::::::.::::::.::.AN'HOR......... 11 scuE N.T.S.z D
a ITW ® 1/4" 1-1/4" 2" 4" 13 ❑ DATE-02/16/12 zz
DeWALT Dwc.BY: JK m'
ULTRACON 1/4" 1-1/4" 1" 4" 27
cHw BY: LFS 3
WOOD SCREW INSTALLATION NOTES: DBAwwc No.:
1.Maintain a minimum 5/8"edge distance,I"end distance,8.1"o.c.spacing of HINGE DETAIL LATCH d DEADBOLTDEMIL FL-15213.15 ='
wood screws to prevent the splitting of wood. a
sHEEr 7 or 9 N
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ON HINGE DETAIL
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HINGEJAMB FRAMEANCHORING STRIKEJAMS LATCH&DEADBOITDETAIL w w w g
Masonry 1X buck construction m
FF�
CONCRETE ANCHOR NOTES: 6
a1.Concrete anchor locations of the comers may be adjusted to maintain the min. o 0 0
$ - edge distance to mortarjoints.- - a
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a a o
maintain the min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
v N
0 3.Concrete anchor table; ^ N a F
" :;;s;:+: ;;,:.y:,:::.;::.:,,•w /iNCHOR; 'ACOR:r:::•.;>r :. ...:.: TIN,.CIEARANGE.t.:.M...I.:N:..:C..L.:E:A.:'R...A.:NN GE.....
`?iM :: . ... .... ..........::::s::.........,..................NH : y NYO.ADJACE¢fMM ::'iO:::;M-A..S. . t :.:;iii::Az Ei L ..M::-i . , .. .;.. G ;• : .
. ....r. :. :.:......
o0
TTW cAT 02/16/12 i
TAPCON® T/4" 1-1/4" 2" 4" srxLL- N.T.S. 9
m'
DeWALT ® 1/4" 1-1/4" 1" 4" DWG.BY. JK
ULTRACON64 mix.ar: LFS 3
WOOD SCREW INSTALLATION NOTES: muwNG NO•=
n 1.Maintain a minimum 51W edge distance,1"end distance,B 1"o.c.spacing of FL—15213.15 n
wood screws to prevent the splitting of wood.
SHEET 8 or 9
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD '_•'g p <-i"'
C 1/4 MAX.SHIM SPACE - 'V'c * �•��_r'a ro
tA; z rc',3p`
D 1/4"X 23/47PFH DeWALT OR RVN CONCRETE SCREW STEEL
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE `�i 4S6" '�;� ` ~-
E ....... ��` >>°0Z
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 I� % m
F 1/4"X 23/4"PFH ITW CONCRETE SCREW STEEL I'll till
i1 11 =C,1D
H 1/4"x 3-IX PFH ITW CONCRETE SCREW STEELtF77
U o a
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL o o v i m z°rc
Em o
J 1/4'X 33/4 PFH ITW CONCRETE SCREW STEEL m a mo I°
K #10 X 2"PFH WOOD SCREW STEEL I--2.4,r
L #8 X 2-1/7'PFH WOOD SCREW 1.15 MIN.EMBEDMENT STEEL E ;z°
M #8 X 7'PFH WOOD SCREW STEEL DE
21 Pdyfibe SIDE
lamb 9i`w
7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM a
8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM
9 4"X 4"BUTT HINGE STEEL ?�„
10 #9 X 1"PFH WOOD SCREW STEEL 4.56" --�i U o z
11 #9 X 314'PFH WOOD SCREW STEEL I o
13 #8 X 1-112"PFH WOOD SCREW STEEL o��„ ._ s
17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL
18 KWIKSETDEADBOLT-SIGNATURE SERIES(780 STEEL 7_ I - 5w N �
20 FINGER JOINTED PINE FRAME,HEAD 1L HINGE JAMBS WOOD i �—2 44• 2.13 4 o
21 POLYFIBER JAMB COMP./VINYL
27 LATCH STRIKE PLATE STEEL 'o m
q' 28 DTADBOLT STRIKE PLATE STEEL 20 HEAD 3 SIDE a a
29 SIDELITE SPACER PVC
30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL m
0 31 OUTSWING BUMP THRESHOLD ALUM. 5 63"
32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC I
- F35
INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 4.56"
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD
SHOE MOULD 5/8"X 3/8" WOOD m DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - W W W U)
DOOR SKIN MIN.0.075'THIC FIBERGLASS
TOP RAIL CELLULAR/PVCe LATCH&HINGE STILE �ZADJUSTABIf INSWING iHRESHO[D 34
ADJUSTABLE INSWING THRESHOLD
CELLULAR/PVCw w
44 REINFORCEMENT WOOD FOR LOCKS(2(Y'LONG) WOOD a a a
e 45 BOTTOM RAIL CELLULAR/PVC 3
e 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 4 69'
47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD N q N Q
49 GLAZING COMPOUND SILICONE ry o c
50 SIDELITE PANEL-SEE SIDEUTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS SILICONE „a-z o°
8,z 51 SIDELITE TOP BOTTOM RAIL BY NAN YA CELLULAR/PVC
a 55 UP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE —02 16112 i
SCALE. N.T.S. 9
56 ALUM.GLAZING SPACER ALUM. 31 OUISWING BUMP iHRESHOID DM.BY:
a
57 #8 x 1-1/2'PFH LITE FRAME SCREW STEEL CHw ar: LFS 3
DRAWING No-
FL—15213.15 0
u SHEET 9 OF 9
rc
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plastpro
5200 W. CENTURY BLVD. y7 Z :0; q
LOS ANGELES, CA 90045 '�.,�'•- - m o
Smooth / Wood Grain/ White Wood Grain 74A"AAAX DVEItALLFRAMEWII�TH N e Em =m aIL
N n g 9 OIL
c W
Rustic/Mahogany $ 4 M d`a 12
Series N Fiberglass Door i s=
INSWING/OUTSWING $ a
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"NON-IMPACT z�o
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GENERAL NOTES 5: L v,
O
1. This product has been evaluated and is in compliance with the 7th Edition(2020)Ronda
3 Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" X S X c
(HVHZ). a
a a
2. Product anchors shall be as fisted and spaced as shown on details.,Anchor embedment to m
base material shall be beyond wall dressing or stucco. p o
3. When used In areas requiring wind bome debris protection this product is required to be
protected with an impact resistant covering that comprres with FBC Sections 1609.1.2& €� N
R301.2.1.2. N ,n
z
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for W En
2x buck masonry construction.
000
bL5. Site conditions that deviate from the details of this drawing require further engineering analysis 121,
by a licensed engineer or registered architect. I�g 6
$ TABLE OF COMENrS
SHEET DESCRIMON
1 Typical elevation,design pressures,&general notes
0 a
.,"OVERALL'i.':.)``'s'''DOOR: t: :.r:;::1.:::.: ; E`IG" P,'E:..:,.,:•.E::.::;. n m
2 Door panel details ,GL:�4SS'.;�,S N,ftl;$$uR, (PSFJ, o 0
z al :,..:,:....,:
nw—
3 Horizontal cross sections �
z
;TYPE'::::
z ;;>DIMENSfON_.`: DIMENSIONS;; :;>::' `tP�QSR'IVE:'. ;MEGATIVE'• DAM
� 4 Vertical cross secikxs 02116112 s
W 5 Buck and frame anchoring-2X buck masonry construction INSWING 74.0"x 82.0" 21.0"x 63.0" +47.0 47.0 N.T.S.
6 Frame anchoring-9X buck masonry construction G 1 BM BY. JK m
0 7 Endura astragal details OUTSWING 74.0"x 80.5' 21:0"x 63.0" +50.0 -50.0 Mr.BY. LFS
8 Bill of materials,"ng detail&components MWM No.: W.
FL-15213.17
5 °
SHEET 1 OF 8 N
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79.26'MAX.DOOR PANEL HEIGHT
63.9'MAX.D.L.O.HEIGHT
T Po
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0 No. 09
August 5,2020
PRODUCT: ocauments PmPar"d Byer W,
P.E. No
Lyndon F. hmldt
PLASTPRO INC. 4.3409
F7BERGLASS DOOR 3 -772-7/-20—UPDATE TO 7TH ED. (2020)FBC Al-
r- c 10119117 UPDATE TO 6TH ED. Q017) FBG PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
inn 1 04/22/15 UPDATE TO 5TH ED. (2014)FSC LS XU(P.O. Box 230, Voldc.. Fl.33595
I, DOOR PANEL DETAI
NO. DATE BY Phone No.. 513.659.9197
REVISIONS FBPE Re tat No. 9813
201 2 R.W.BUILDING CONOULTANTB INC.
Irk
4 4 EMB.(TYP.) Q.• t a
21 20 C A
�Ok i * 1 a
4 2 4'n
zIM
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18
ca
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rm 9 .w
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17 y
/ / O
/ EXTERIOR 10 H z y
9 11
0
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11 D EWE
4 HORIZONTAL CROSS SECTION o o
3 4 3 Shownw/lxsub-buck o N
o' EMB. MIP. 4 4 1TY ) -1/,'MIN. al 2
61 EMB.(TYP.)
NOTE: m
1.As noted in the test report astragal was attached 0.1� C
o C51NK to the inactive leaf with(10)#8 x T psh sms and CSINK
o L r gyp.) (4)#10 x 2-1/2 pfh sms for all 6'-9'(outswing). (TYP.) L 9!T E2a a I Astragal was attached to the inactive leaf with
20 21 (9)#8 x T psh sms and(4)#10 x 2-1/2"pfh sms In21 20 $
for all 6'-8"(inswing). o 0 0
N N N
y Z
4
8
7 8 8 7
R Do
40 INTERIOR 40 7 4() INTERIOR w
a
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a a
f (( 10 EXTERIOR 1 SEE EXTERIOR 10 p smE* 16 12 0
M K N.T.S.
8 11 9 27 2 NOTE 1 9 11 8 MG.BY. JKCHIC.ft m
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14 tv NO. DATE BY Phone No.: 813.659.9197
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BILL OF MATERIALS
REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL �'
A 1X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD
B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL
D 1/4"X 2-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL '.�• Z. ra s 6
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E 301SONRY-OR HOLLOW
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J 1/4"X 3-3/4"PFH FFW CONCRETE SCREW STEEL 41 DOOR SKIN MIN.0.075"THICK) FIBERGLASS c o
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L #10 X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL 43 LATCH&HINGE STILE CELLULAR PVC
M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD o
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7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 ALUM.GLAZING SPACER ALUM. 'U m
8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 57 #8 X 1-1/2'PFH LITE FRAME SCREW STEEL a m L-
9 4"X 4"BUTT HINGE STEEL 61 BOLT RETAINER NYLON � o o
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0 11 #9 X 3/4"PFH WOOD SCREW STEEL 67 SLIDE BOLT ROD STEEL
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4. For 2x stud framing construction,anchoring of these units shall be the some as
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5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineernr registered architect. °
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BILL OF MATERIALS A, 0��•
ITEM DESCRIPTION MATERIAL g
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
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8 #9 x 3/4"PFH WOOD SCREW STEEL 4j r rn N r W 9 m c w
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10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL I 4
10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL 7 E `o z
11 REINFORCEMENT WOOD FOR LOCK WOOD '3�c wa
12 FINGER JOINTED PINE JAMB WOOD [tj�13 #9 x 2-1/4"Pfli WOOD SCREW STEEL �2-12917 �2.12T �
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15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 243" 243' o JN
15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD (3o ww
16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 1Y JAMB POLYFlBERJAMB
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17 KWIKSEFKEYEDENTRY-SIGNATURESERIES STEEL ��N 00
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25 TOP RAIL CELLULAR PVC 4.58' m
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