HomeMy WebLinkAbout18-19886 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19886
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION .
Permit Number: 19886 Address: 7411 APPLEGATE DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-005A-00000-1070
Improv. Cost: 8,600.00 rOWNER INFORMATION
Date Issued: 6/29/2018 Name: MYERS BRUCE
Total Fees: 127.50 Address: 7411 APPLEGATE DR
Amount Paid: 127.50 ZEPHYRHILLS, FL. 33540-1034
Date Paid: 6/29/2018 Phone: (813)469-2793
Work Desc: REPLACE.6 WINDOWS/2 DOORS S/S
CONTRACTORS APPLICATION FEES -
LIPTON WINDOW & DOOR BUILDING FEE 127.50
f' Ir
Ins ections.Required
FOOTER 2ND ROUGH PLUMB MIS(; 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.
TRACTOR 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 Zephyrhills Permit Application Fax-813-780-0021
Building Department
i
Date Received �C Phone Contact for Permitting 81 06-9895_
Owner's Name Bruce Myers Owner Phone Number 813-469-2793
Owners Address 1 7411 Applegate Dr Zephyrhills 33540 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7411 Applegate Dr LOT# 107
SUBDIVISION Alpha Village Estates PARCELID#F 35-25-21-005A-00000-1070
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK Replace size for size 6 Windows,2 Doors
BUILDING SIZE I =1 SQ FOOTAGE= HEIGHT
=BUILDING $ 8600 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ 00
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Tau
.
BUILDER �"COMPANY Lipton Window and. .Door
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N
Add s 17335 Gunlock Rd Lutz FL 33558 License# CBC1258461
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREA Y!N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREN LZ/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y!N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsllarge 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"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 OB AIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACT
Subscribed and swom to(or affirmed)before me this Subs`ribed a d rn to(o d)b f rg a me this
by 19 l�G
Who is/are personally known to me or has/have produced Who isl re personally nown to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Co misqi No.
Name of Notary typed,printed or stamped Name of Notary ty d1Rfc st
=�' �:: Commission#FF 150422
, � :;rf expires December 12,2018
%;�RF 4t°:�•` 6ondad thru iroy feln Insuranoo BU0395.7019
SGO; 2(;012
3�S':: %7g5:F,2
1o6K5 a 3�S
�r
x
• 4
D
7Z)G410 Sbp 36Z3 S 36�t7��S
RAS
FG.
FOP
yf
s I Io
Business ♦ 'Professional1 a 1 k__ -
BCIS Home I Log In I User Registration { Hot Topic Submit Surcharge Stats&Facts ; Publications FBC Staff I BCIS Site Map Links Search I
Florida
r
Product Approval
USER:Public User
L �YgRtai
Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
Y�I
FL# L8957rR3
Application Type {�Edito�iatChange
1.Code Version 2017
Application Status ['A Proved ✓7
VV* pA proved by DBPR.Approvals by DBPR shall be reviewed and ratified
by 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@viwintech.com
Authorized Signature Steven Wheeler
swheeler@viwintech.com
Technical Representative Steve Wheeler A IL WORK SHALL COMPLY WITH PREVAILING
Address/Phone/Email P Irvin Cobb 0)'
Paducah,KY 4200�3 000ES FLORIDA BUILDING CIODE,
(270)538-4431 NATIONAL ELECTRIC CODE,
swheeler@viwintA""IMUTHE CITY OF ZEPHYRHILL.S
ORDINANCES
Quality Assurance Representative Ronnie WIlliams Rev/
��/Address/Phone/Email 2400 Irvin Cobb Dr DATs
Paducah,KY 42003 CITY OF ��Zf—`
ZEp
(270)538-4437 �j �! ,`
rwilliams@viwintech.com LAN Ex MI H R Hi L
Category Wil s pY
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 01/17/2018
Date Validated 01/18/2018
Date Pending FBC Approval
Date Approved 01/22/2018
Summary of Products
FL# Model,Number or Name Description
8957.1 SL3.100,hp SH,5375 u,r. .c- 3100:SHORELINE P.VC;SINGL•ErHUNG NON-IMPACT"FUL'LY,�
:REINFORCED_53x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL8957 R11 C CAC NI008095.02-R7.Ddf
Approved for use outside HVHZ:Yes FL8957 R11 C CAC NI008095.03-R9.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:+75/-75 05/31/2019
Other:FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions
EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1). FL8957 R11 II 08-00159C .odf
Verified By: Luis R. Lomas P.E. FL 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL8957 R11 AE 511305C.Ddf
Created by Independent Third Party:Yes
8957.2 SL 3100 i SH 5275 SHORELINE 3100 IMPACT SINGLE HUNG 52X75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8957 R11 C CAC NI008082.01=R8.Ddf
Approved for use outside HVHZ:Yes FL8957 R11 C CAC NI008082.02-R7.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +70/-70 04/30/2019
Other:FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions
EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1).-"NOT TO BE FL8957 R11 II 08-00184G 3100SH IMP-Install.pdf
INSTALLED 30'OR HIGHER ABOVE GROUND LEVEL"-GLASS Verified By: Luis Roberto Lomas 62514
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Created by Independent Third Party:Yes
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA Evaluation Reports
FOR KURARAY INTERLAYERS-"Safety Glass on outside pane FL8957 R11 AE 511011G-3100 SH IMP Evaluation,ndf
required in HVHZ zones" Created by Independent Third Party:Yes
Back Ea.t
Contact Us;;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
Th'e 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 455,F.S.,please
click here.
Product Approval Accepts:
w:g W eOhEck
Credit Card
Safe
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATE TO 2007 FBC 01/06/09 R.L.
B REVISED NOTES 03/09/12 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 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
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 ALTAILS.
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 INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
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=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18CA (.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
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
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.
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:0712112015
VINYL W400�RVINEcOBBoDROIVEES, INC `\`\J\ ►R�I'LO��
PADUCAH, KY 42002 `v•��CENBF.�
TABLE OF CONTENTS SHORELINE SINGLE HUNG NON — IMPACT _*• 0,.61?61 *=
SHEET NO. DESCRIPTION FULLY REINFORCED 53" X 75"NOTES `�0• TAT OF tV
.TL
2 ELETES
DRAWN:VATIONS R.L. Dwc ND. 08-00159 REV
C �`rS/`0RIO
3 — 9 INSTALLATION DETAILS SCALE NTS — 7/25/07 S" 1 OF 9 iii���NAi1 ���\
REVISIONS
REV DESCRIPTION DATE APPROVED
53" MAX FRAME WIDTH 53" MAX FRAME WIDTH A UPDATE TO 2007 FBC 01/06/09 R.L.
—
16" B REVISED NOTES 03/09/12 R.L.
6" MAX MAX O.C. 6" MAX 16"
6" MAX MAX O.C. � 6" MAX C REVISED INSTALLATION DETAILS 07/20/15 R.L.
6" MAX 6" MAX
O // O
12" J
MAX O.C. 14"
T / MAX O.C.
MAX MAX H
FRAME FRAME I/�\
HEIGHT HEIGHT // O ❑
4252 FRAME(OPTIONAL)
X FIN INSTALLATION
6" MAX 6" MAX I \�
SHORELINE SINGLE HUNG WINDOW SHORELINE SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW 4252 FRAME(OPTIONAL)
FRAME FLUSH INSTALLATION FIN INSTALLATION
FLUSH INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+75.OPSF NONE
O ❑
4252 FRAME(OPTIONAL)
FLANGE INSTALLATION
SIGNED:0712112015
ffIll
NOTES: VINYL
SASH SIZE: 49 1/4" X 37" VINYL WINDOW
IRVINTECHNOLOGIES, INC `\\\``SCR�I.LL) �//1. i/
2. MAXIMUM D.L.O.: 46 3/4" X 33 3/4" PADUCAH, KY 42002 ` •��GENS
SHORELINE SINGLE HUNG NON — IMPACT fit-•�7,ffY1�0 96Y• �t=
FULLY REINFORCED 53" X 75" =,9_ i/• /r •'
ELEVATIONS r-P-. TAT OF •��
DRAWN: OWC N0. REV %��`oS [ORMte
R•L.ALE DATE 08 OOT159 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 01/06/09 R.L.
WOOD FRAMING EDGE DISTANCE I I B REVISED NOTES 03/09/12 R.L.
OR 2X BUCK I I
BY OTHERS 1 1/4" MIN. 1/4" MAX. C REVISED INSTALLATION DETAILS 07/20/15 R.L.
EMBEDMENT METAL SHIM SPACE
1 STRUCTURE _
BY OTHERS
BACKER ROD 1/4" MAX. APPROVED
& APPROVED 7 SHIM SPACE SEALANT a
SEALANT
0 0° 0 a°
#10 WOOD SCREW S L SR OR
SELF DRI LLING
SCREW
EXTERIOR EXTERIOR INTERIOR
INTERIOR O 00 0
OO O O NOTES:
0 0 0 0 1. INTERIOR AND EXTERIOR
NOT SHOWN FOR LARITY.INISHES,BY OTHERS,
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
la le
I I
I I
SILL TO BE SET I
O IN A BED OF Q SILL TO BE SET
Q O APPROVED SEALANT 0 ❑O IN ABED OF
El
APPROVED SEALANT
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 r
BY OTHERS I
BY OTHERS
SIGNED:0712112015
VINYL WINDOW TECHNOLOGIES, INC �%� IR I�LIp�77i,
VERTICAL CROSS SECTION VERTICAL CROSS SECTION 2400
IRVINPADUCAH COBB
DRIVE
v ENS'��.'9�i�.r�
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION = V F
HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR SHORELINE SINGLE HUNG NON - IMPACT *• 0s.61261 *�
FULLY REINFORCED 53" X 75" ST
=q
INSTALLATION DETAILS 0•• AT OF•ktu�
DRAWN: DWG N0. REV �iORIOP
R.L.LE DATE 08 s00159 c i� NA ll 1\�N
NTS 7/25/07 3 OF 9
I+- 2 1/2" MIN. -.I REVISIONS
EDGE DISTANCE I REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY - I A UPDATE TO 2007 FBC 01/06/09 R.L.
BY OTHERS a ° a B REVISED NOTES 03/09/12 R.L.
' a 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L.
OPTIONAL 1X BUCK ° ° G EMBEDMENT
SEE NOTES 3 - 7
SHEET 1 r
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
O3/16" TAPCON
EXTERIOR
� 0
INTERIOR
I
I
I
I
BACKER ROD O
& APPROVED O SILL TO BE SET NOTES:
SEALANT IN A BED OF 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
❑ ❑O APPROVED SEALANT NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTE 3 - 7 DESIGNED IN ACCORDANCE WITH ASTM E2112
SHEET 1 U 1/4" MAX.
SHIM SPACE
CONCRETE/MASONRY
BY OTHERS —� SIGNED:07/21/2015
• < , a ° VINYL WCTECHNOLOGIES, INC
a \�.5 Lp
PADUCAH, KY 42002 V•��CENs�9s�y
e ° SHORELINE SINGLE HUNG NON - IMPACT *• 0 *=
•° ° FULLY REINFORCED 53" X 75" ( k —
INSTALLATION DETAILS TATE OF
VERTICAL CROSS SECTION DRAWN: DWG N0. REV • [pR10P•
CONCRETE/MASONRYINSTALLATION R.L. 08-00159 C ��/sis/ CMG\��
HEAD AND SILL SHOWN,JAMBS SIMILAR SCALE NTS DATE 7/25/07 sNEET4 OF 9 /�i%Nffij ��
1/2" MIN. REVISIONS
EDGE DISTANCE 3/4" MIN REV DESCRIPTION DATE APPROVED
WOOD FRAMING —� EDGE DISTANCE 1 - A UPDATE TO 2007 FBC 01/06/09 R.L.
OR 2X BUCK I B REVISED NOTES 03/09/12 R.L.
BY OTHERS 1 1/4" MIN. 1/4" MAX.
EMBEDMENT METAL SHIM SPACE C REVISED INSTALLATION DETAILS 07/20/15 R.L.
1 STRUCTURE
BY OTHERS
BACKER ROD 1/4" MAX. APPROVED a
& APPROVED SHIM SPACE SEALANT
SEALANT
10 WOOD SCREW S OR
# SELF DRILLING
SCREW
0 p0� Q EXTERIOR EXTERIOR
INTERIOR �� O 0 INTERIOR
I I
I I
SILL TO BE SET
Q IN A BED OF O SILL TO BE SET
O ❑ ❑O APPROVED SEALANT O ❑O IN A BED OF
El
APPROVED SEALANT
BACKER ROD BACKER ROD
& APPROVED 1/4" MAX. & APPROVED
SEALANT SHIM SPACE SEALANT 1/4" MAX.
METAL
SHIM SPACE
WOOD FRAMING -T STRUCTURE
OR 2X BUCK BY OTHERS
BY OTHERS
SIGNED:07/21/2015
VERTICAL CROSS SECTION VINYL WINDOW TECHNOLOGIES INC %%111111/1�
WOODEFRAICAL MINGORR2OSS BUCKINSTALLATION HEAD AND SILLSHOWNMETAL STRUCTURE NSTALLATION AMBSSIMILAR 2PADUCAH, KYB42002E S�GENS'�9�+
HEAD AND SILL SHOWN,JAMBS SIMILAR SHORELINE SINGLE HUNG NON - IMPACT *' 0(jE„�261�••• �
NOTES: FULLY REINFORCED 53" X 75" -
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �'O•
NOT SHOWN FOR CLARITY. INSTALLATION DETAILS ��OO TAT OF
2 PERIMETER
AND
OJOINT
SEA ANH ST OTHERS ZOBE DRAWN: DWG NO. R
DESIGNEDEV mi
�c<`S=c��RI�P
SCALE E DATE 08 s00159 c �i�i/oNA�
NTS 7/25/07 5 OF 9
2 1/2" MIN. REVISIONS
EDGE DISTANCE 1 REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A UPDATE TO 2007 FBC 01/06/09 R.L.
BY OTHERS °d ° e a n B REVISED NOTES 03/09/12 R.L.
n ° 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L.
OPTIONAL 1 X BUCK a ° ° ° ° °e.° EMBEDMENT
SEE NOTES 3 — 7
SHEET 1 f
l
BACKER ROD
& APPROVED �� 1/4" MAX.
SEALANT SHIM SPACE
O3/16" TAPCON
EXTERIOR
�t
INTERIOR
I
I
I
Q SILL TO BE SET
IN A BED OF NOTES:
BACKER ROD APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
& APPROVED ❑ t' O NOT SHOWN FOR CLARITY.
SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112
OPTIONAL 1 X BUCK SHIM SPACE
SEE NOTE 3 — 7
SHEET 1
-� SIGNED:0712112015
CONCRETE/MASONRY VINYL WINDOW TECHNOLOGIES, INC ����►lirrrr
BY OTHERS 2400 IRVIN COBB DRIVE �� R• '10ii,�
PADUCAH, KY 42002 `�v•��GENS 9S�`�
° e SHORELINE SINGLE HUNG NON — IMPACT *• 0y�61 •*=
°° • FULLY REINFORCED 53" X 75"
INSTALLATION DETAILS + k T
VERTICAL CROSS SECTION A0. STATE OF
CONCRETE/MASONRYINSTALLATION DRAWN: Owc No. REV %'PFS;:'40RIDV"
HEAD AND SILL SHOWN,JAMBS SIMILAR R.E DATE L. O8 5001 59 C
NTS 7/25/07 6 OF 9
1/2" MIN. REVISIONS
" MIN RE DESCRIPTION DATE APPROVED
EDGE DISTANCE 3/4
WOOD FRAMING EDGE DISTANCE A UPDATE TO 2007 FBC 01/06/09 R.L.
OR 2X BUCK B REVISED NOTES 03/09/12 R.L.
BY OTHERS f_.71MENT
MIN. 1/4" MAX.
METAL SHIM SPACE C REVISED INSTALLATION DETAILS 07/20/15 R.L.
I STRUCTURE
BY OTHERS
1/4" MAX. APPROVED
BACKER ROD SHIM SPACE SEALANT
& APPROVED
SEALANT 00
❑
10 WOOD SCREW S OR
N SELF DRILLING
SCREW
EXTERIOR EXTERIOR
O O INTERIOR Q O INTERIOR
I I
I I
SILL TO BE SET I SILL TO BE SET
O IN A BED OF O IN A BED OF
❑ ❑O APPROVED SEALANT O ❑ ❑O APPROVED SEALANT
BACKER ROD BACKER ROD
& APPROVED 1/4" MAX. & APPROVED
SEALANT SHIM SPACE SEALANT 1/4" MAX.
r SHIM SPACE
WOOD FRAMING METAL ffiffi
OR 2X BUCK STRUCTURE
BY OTHERS
BY OTHERS
SIGNED:07/21/2015
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION VINYL WINDOW TECHNOLOGIES, INC `\�S�R I�LId7j�z
WOOD FRAMING OR 2X BUCK INSTALLATION HEAD AND SILL SHOWN,JAMBS SIMILAR 2400 I RV I N COBB DRIVE \�J\ .•••.4l9
HEAD AND SILL SHOWN,JAMBS SIMILAR PADUCAH, KY 42002 ;�,,• \CEAfq
SHORELINE SINGLE HUNG NON - IMPACT *• , 0X04F"M,
�
NOTES: ��''((''��(
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FULLY REINFORCED ETA X 75"NOT SHOWN FOR CLARITYINSTALLATION DETAILS � TV\
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV �i°FS aC ORI�Q:G�$`�
DESIGNED IN ACCORDANCEWITHASTME2112 R.L. DATE 08 500159 C *77S/ONAI,f�!\��\�
NITS 7/25/07 7 OF 9
2 1/2" MIN. .{ REVISIONS
EDGE DISTANCE I REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY I A UPDATE TO 2007 FBC 01/06/09 R.L.
BY OTHERS '° a B REVISED NOTES 03/09/12 R.L.
1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L.
OPTIONAL 1X BUCK ° ° ° ° EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
U
BACKER ROD a
& APPROVED /4" MAX.
SEALANT SHIM SPACE
Oa 3/16" TAPCON
EXTERIOR t
INTERIOR
loto
I
I
SILL TO BE SET
O IN A BED OF
O APPROVED SEALANT NOTES:
BACKER ROD ❑ 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
& APPROVED ❑ NOT SHOWN FOR CLARITY.
SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112
OPTIONAL IX BUCK SHIM SPACE
SEE NOTE 3 - 7 D
SHEET 1
SIGNED:0712112015
CONCRETE/MASONRY VINYL WINDOW TECHNOLOGIES, INC ��ul1i11117
BY OTHERS a ° ° e a 2400 IRVIN COBB DRIVE ��\\\\5 R LOd!/�///
PADUCAH, KY 42002 •�\GENs�9'p..,�
° ° 8 ° SHORELINE SINGLE HUNG NON - IMPACT _►fit• p (� ir=
a <° FULLY REINFORCED 53" X 75" — f
INSTALLATION DETAILS STATE OF
VERTICAL CROSS SECTION oanwN: DwD No. REV i0'n••'c�0
CONCRETE/MASONRY INSTALLATION i/FS•••RMt
HEAD AND SILL SHOWN,JAMBS SIMILAR SCALE ontE 08 s00159 C /1jis1QNA„�N\\\`
NTS 7/25/07 8 OF 9
APPROVED REVISIONS
SEALANT REV DESCRIPTION DATE APPROVED
BEHIND FIN
1 1/4" MIN. A UPDATE TO 2007 FBC 01/O6/09 R.L.
#8 WOOD EMBEDMENT 9 REVISED NOTES 03/09/12 R.L.
SCREW WOOD
FRAMING C REVISED INSTALLATION DETAILS 07/20/15 R.L.
::!�
BY OTHERS
7/16" MIN 1/4" MAX.
EDGE DISTANCE SHIM SPACE
� a
Q
00
EXTERIOR I
INTERIOR
I O
a1/4" MAX
SHIM SPACE
7/16" MIN
EDGE DISTANCE
NOTES:
#8 WOOD WOOD 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
SCREW FRAMING 1 1/4" MIN. BY OTHERS 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
SIGNED:07/21/2015
HEAD AND SILL SHOWN,JAMBS SIMILAR
VINYL Waoo�RVINEcoeeOD�vEES, INC \```J\g Ri'L0(/�%
PADUCAH, KY 42002 `�,•v�GENSF•s
SHORELINE SINGLE HUNG NON - IMPACT _*• o 51 *_
FULLY REINFORCED 53" X 75"
INSTALLATION DETAILS �0• $TAT OF w�
DRAWN: DWG N0. REV ��s'cCOR1�Q:
SCALE DATE 08 SOOT S9 C %/�S/QNA 1�1�?\�\�
NTS 7/25/07 9 OF 9
♦ ♦ / / . Regulation
ra
BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Florida
t,M `' Product Approval
USER:Public User
p r
L. t
Product Approval Menu>Product or Application Search>Application List>Application Detail
WIN milli
FL# �Fl- 012—-it f
Application Type (New ,el
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 MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory SlidingExtei��ioi'Door,,Assembiies----
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
El Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/05/2018
Date Validated 02/06/2018
Date Pending FBC Approval
Date Approved 02/10/2018
Summary of Products
FL# Model,Number or Name Description
26012.1 1615/1617 SGD 144x96 w/Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL26012 RO C CAC APC(16613)H0079.01-109-47-
Approved for use outside HVHZ:Yes R1 1615-1617 SGD(041722).odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 04/17/2022
Other:LC-PG50 Installation Instructions
FL26012 RO II 08-03131A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL26012 RO AE 514040A 3131.odf
Created by Independent Third Party:Yes
26012.2 1615/1617 SGD 106x96 Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL26012 RO C CAC APC(16245)AI-04220-A1 1615-1617
Approved for use outside HVHZ:Yes SGD(050519)_pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+40/-40 05/05/2019
Other:R-PG40 Installation Instructions
FL26012 RO II 08-03132A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL26012 RO AE 514041A 3132.odf
Created by Independent Third Party:Yes
(j 26012.3 _ 0 1615/ 61Z SGD_' 71x82-Insulated Laminated-Glass
` L-imits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL26012 RO C CAC APC(16465)AI-03810-V1-R3 1615-
Approved for use outside HVHZ:Yes 1617 SGD(091520).pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+60/-60 09/15/2020
Other: R-PG60 Installation Instructions
FL26012 RO II 08-03129A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL26012 RO AE 514038A 3129.odf
Created by Independent Third Party:Yes
26012.4 1615/1617 SGD 187x80 Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL26012 RO C CAC APC(16607)G7944.01-109-47-
Approved for use outside HVHZ:Yes RO 1615-1617 SGD(030922).odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+20/-20 03/09/2022
Other: R-PG20 Installation Instructions
FL26012 RO II 08-03133A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes j
Evaluation Reports
FL26012 RO AE 514042A 3133.odf
Created by Independent Third Party:Yes
26012.5 1615/1617 SGD 144x96 Insulated Laminated Glass,Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL26012 RO C CAC APC(16612)H0079.02-109-47-
Approved for use outside HVHZ:Yes R1 1615-1617 SGD(041322).odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 04/13/2022
Other:LC-PG50,Missile Level D,Wind Zone 3 Installation Instructions
FL26012 RO II 08-03127A.odf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL26012 RO AE 514036A 3127.odf
Created by Independent Third Party:Yes
26012.6 1615/1617 SGD 96x96 Insulated Glass
REVISIONS
REV DESCRIPTION GATE APPROVED
A ADDED SILL INSTALLATIONS 01/11/18 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS.MINIMUM BEYOND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
17. FOR ANCHORING THROUGH CLIP INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. FOR ANCHORING THROUGH CLIP INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED AND INSTALLATION DETAILS.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. FOR ANCHORING THROUGH CLIP INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING
THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
PROVIDED. 20.ALL FASTENERS TO BE CORROSION RESISTANT.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 21.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16'. OR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
OF SUSTAINING APPLICABLE LOADS. B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
11. FRAME MATERIAL: EXTRUDED RIGID PVC. D. METAL STRUCTURE: STEEL 18GA (.048") FY=331<SI/FU=52KSI OR -
ALUMINUM 6063—T5 FU=30KSI .060" THICK MINIMUM
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING. 22. APPROVED CONFIGURATIONS: XO, OX.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0 1/1 112 0 1 8
MI W I�NDOWSWESTMKET&R DOORREETLC. ````JS RIIiLJO
GRATZ, PA 17030 `v,•��CENS�9d+�i
SERIES 1615/1 617 PVC SLIDING GLASS DOOR *• Oy6/261
NON - IMPACT XO ••
NOTES •, STATE OF
TABLE OF CONTENTS �`• P �+�
DRAWN: DWG N0. REV ,���s• OR •�\��
SHEET NO. DESCRIPTION .R. DATE 08 031129 A ,S+JONAj1 ?
1 NOTES NTS 06/28/17 1 OF 6
2 ELEVATION AND GLASS DETAIL L.ROBERTOLOMASP.E' Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,N027023 FL No.: 62514
3 — 6 INSTALLATION DETAILS 434-6B6-0609 rllomas@lrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED SILL INSTALLATIONS 01/11/18 R.L.
* Q
NOTES:
1. MAXIMUM PANEL SIZE.,35 518"x 77 9116"
2. MAXIMUM D.L.O.:29 3116"x 71 7116"
CHART#1
70 7/8" MAX FRAME WIDTH Number of anchor locations required
Frame Frame Width(in)
4" MAX 1 2" MAX O.C. 4" MAX
Height 36.00 48.00 60.00 70.88
(in) H 8 S Jamb IH&SlJamb IH&SlJamb H 8 S Jamb
r I fr � 81.88 4 8 5 8 7 8 8 8
4" MAX
(1) ANCHOR PER LOCATION
SEE CHART #1
1�
FOR NUMBER 3 3/16"
MAX O.C. OF ANCHOR
LOCATIONS 1 1/8"
REQUIRED
81MAX8 X 0 J —F
FRAME /2" ® O O 1 1/16"
HEIGHT I
4" MAX 1/4
-- 2 13/16" ---
ANCHORS AT SILL CLIP
SERIES 161511617 PVC SLIDING GLASS_DOOR NON-IMPACT TO BE INSTALLED
EXTERIOR VIEW THROUGH ANCHOR CLIP GALVANIZED STEEL(.051"THICK)
UP TO 2 PANEL CONFIGURATIONS ARE QUALIFIED
AS LONG AS PANEL AREA DOES NOT EXCEED 19.3 FT?SEE NOTE 22
DESIGN PRESSURE RATING IMPACT RATING
±60.0PSF NONE SIGNED:01/1112018
MI 6 I0 WEST MAR ET STREET LC. \`Nx\\5(R I ILf0�7//�i
GRATZ, PA 17030 v•��CENS�9��i�
SERIES 1615/1617 PVC SLIDING GLASS DOOR 11t% p 51 �t=
NON — IMPACT XO ` 5 �
HARDWARE SCHEDULE ELEVATION AND GLASS DETAIL
A. (1)HANDLE(9748) ���•/TAT OF;
EV
B. (1)1 POINT MORTISE LOCK WITH KEEPER(9149) A.R. R
DWG No. 08-03129 A
C. (1)2 POINT MORTISE LOCK WITH KEEPERS(9249) scALE DATE SHEET
D. (2)ROLLERS(9732) NTS 0L ROBER 7 2 OF 6
E. STEEL REINFORCEMENT 9599 AT MEETING STILES LROBERDLEWIS ILLE, Luis R. Lomas P.E.
( ) f432 WOODFORD RD LEWISVILLE,NC 27023
F. STEEL REINFORCEMENT(9598)AT LOCKING STILES 434-686-0609 rllamasalrlomawe.com FL No.: 62514
REVISIONS
1/2" MIN REV OESCRIPTION DATE APPROVED
EDGE DISTANCE
WOOD FRAMING A ADDED SILL INSTALLATIONS 01/11/18 R.L.
OR 2X BUCK
BY OTHERS
1 3/8" MIN
EMBEDMENT 1 3/8" MIN 1/4" MIN
BACKER ROD EMBEDMENT SHIM SPACE
& APPROVED
SEALANT
1/4" MIN
D. SHIM SPACE
❑ 0 ❑ p'❑ INTERIOR
O 1/2 �p
MIN
a� Q ❑ D DISTDANCE O
#12 WOOD SCREW
�J 1�7 11 ll oO
f , � #12 WOOD SCREW
D
WOOD FRAMING
OR 2X BUCK EXTERIOR
EXTERIOR INTERIOR BY OTHERS El
❑o
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
0 ® O ANCHOR CLIP
BACKER ROD
& APPROVED �� 'IU� I #8 WOOD SCREW
SEALANT Dp� NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
0 ❑ NOT SHOWN FOR CLARITY.
WOOD FRAMING b O 1/4
BY OTHERS
" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OR 2X 0 � a SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112���� �� _ � SIGNED:01/11/2018
1 1/1 MIN MI WINDOWS & DOORS, LLC. \��\\S1 illt. f/l//
EMBEDMENT 650 WEST RA Z,MPAK17030ET REET \v\OFIV qs
SERIES 1615/1617 PVC SLIDING GLASS DOOR *• HAT
1/2" MIN NON - IMPACT XO �EDGE DISTANCE INSTALLATION DETAILS � OF
VERTICAL CROSS SECTION DRAWN: DWG NO. REV �0'rFs:C[OR10P
WOOD FRAMING OR 2X BUCK INSTALLATION A.R. DATE 08 031 29 A 4i�sllDj
NTS 06/28/17 3 OF 6
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514
434-666-0609 rllomas@trlomaspe.com
REVISIONS
1/2" MIN REV DESCRIPTION GATE APPROVED
METAL
EDGE DISTANCE I`
A I ADDED SILL INSTALLATIONS 01/I I/18 R.L.
STRUCTURE
BY OTHERS
BACKER ROD 1/4" MIN
& APPROVED 71
+ SHIM SPACE
SEALANT
1/4" MIN
SHIM SPACE
0U ❑ CB
1 „ p INTER
MINEDGE
IOR
0 n n�nn 70 DISTANCE �u
0 0 l0u 0 #12 SMS OR
SELF DRILLIGN oO
SCREW
E SMS OR
SELF
D LLINC co,
SICREW Q
_ o EXTERIOR
EXTERIOR INTERIOR O
O
METAL
STRUCTURE BACKER ROD
�a BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
® ANCHOR CLIP METAL STRUCTURE INSTALLATION
0 #8 SMS OR
BACKER ROD �,� ]0 SELF DRILLING
& APPROVED SCREW NOTES:
SEALANT u 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
��,f��}pI�1� ❑ ❑ NOT SHOWN FOR CLARITY.
METAL a SHIM SPACE 1/4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE
IL!-.JI DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:01/11/2018
BY OTHERS
MI WINDOWS & DOORS, LLC. R 11L
D�1
650 WEST MARKET STREET
GRATZ, PA 17030 `v ENS�9s�
SERIES 1 615/1 617 PVC SLIDING GLASS DOOR *• 0�261 *'^
1/2" MIN NON - IMPACT XO
EDGE DISTANCE INSTALLATION DETAILS �y0• TAT OF
VERTICAL CROSS SECTION DRAWN: DWG NO. REV
pR�aP
��•OF•:�� •�'���
METAL STRUCTURE INSTALLATION A.R. 08-03129 A /iiss/ONAL��G`�\
SCALE NTS DATE 06/28/17 SHEET OF 6 �///1111110\\
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514
434-OS-0609 dlomas@lrlomaspe.com
I" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/ ° A ADDED SILL INSTALLATIONS 01/11/18 R.L.
MASONRY n ° 1 1/4" MIN
BY OTHERS a° °a 1 1/4" MIN EMBEDMENT SHIM SPACE
�
° EMBEDMENT
OPTIONAL 1 X BUCK
1" v
SEE NOTES 3-7 1 MIN MIN INTERIOR
SHEET 1 �I � SHIMIM SPACE EDGE °
DO ❑ ❑ ❑ ¢❑ DISTANCE �Q
BACKER ROD
& APPROVED n
SEALANT 0 V, iu L EPt�dtlggdgtl It l
O' O El TAPCON
TA ULTRACON °
TAPCONON
1/4" ELCO ULTRACON
TAPCON Q II
° EXTERIOR D o p CONCRETE/ ° O
MASONRY v ° E]
BY OTHERS
0
EXTERIOR INTERIOR °
BACKER ROD
OPTIONAL 1X BUCK & APPROVED
n n SEALANT
SEE NOTES 3-7
Ul u SHEET 1 JAMB INSTALLATION DETAIL
❑❑ CONCRETE MASONRY INSTALLATION
❑ ® O ANCHOR CLIP
BACKER ROD o, O 0 1/4" ELCO ULTRACON NOTES:
& APPROVED 111 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT AA�p D❑ TAPCON NOT SHOWN FOR CLARITY.
d+ �7 ❑ ❑n 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1/4" MAXL�-,J �� ❑ DESIGNED IN ACCORDANCE WITH ASTM E2112
II�U fII SIGNED:01/11/2018
OPTIONAL 1 X BUCK SHIM SPACE
SEE NOTES 3-7 _- MI WINDOWS & DOORS, LLC. ���1111111Ti
SHEET 1 R• LO
650 WEST MARKET STREET ,
GRATZ, PA 17030 •4\CENS+�'9S�y
CONCRETE/MASONR ° ° ° ° SERIES 1615/1617 PVC SLIDING GLASS DOOR *• 0 b1
BY OTHERS ° ° ° ° ° ° °a ° n° EM EDMENT NON - IMPACT XO =,� �_
n ° ° ° INSTALLATION DETAILS ^ A+ $TAT OF tV�
DRAWN: DWG NO.
�REV /� •'PCOR�O G\\
1° MIN scAA.RE NTS DATE D6/28/17 08 SHEET159 OF 6 A FSSjONAI_'i
VERTICAL CROSS SECTION EDGE DISTANCE
CONCRETE MASONRY INSTALLATION L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-668-0609 rllomas@lrlomaspe.Com
REVISIONS
REV DESCRIPTION DATE APPROVED
0 a EXTERIOR OPTIONAL SILL INSTALLATIONS A ADDED SILL INSTALLATIONS 01/11/18 R.L.
� O INTERIOR
BACKER ROD O 1 laI O O Al2 WOOD SCREW
& APPROVED �O EXTERIOR Oa INTERIOR
SEALANT ❑ ❑
�b0 1/4" MAX
WOOD FRAMING L�f SHIM SPACE
OR 2X BUCK t
BY OTHERS Y'
� IIIIIIIII��N 1/4" ELCO ULTRACON
1 1/4" MIN a h a II�IOII i' O TAPCON
EMBEDMENT BACKER ROD
& APPROVED Y, ❑
SEALANT ❑
b ❑ 1/4" MAX
1/2" MIN OPTIONAL IX BUCK a SHIM SPACE
EDGE DISTANCE SEE NOTES 3-7
SHEET 1
f
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION CONCRETE/
MASONRY
BY OTHERS ° ° 1 1/4" MIN
4o ° EMBEDMENT
�n1 d
INTERIOR L
EXTERIOR � GD — 1" MIN EDGE DISTANCE
t t ® O VERTICAL CROSS SECTION
CONCRETE MASONRY INSTALLATION
#12 SMS OR
0 �I SELF DRILLING
�❑ SCREW
❑ ° SIGNED:0 1/1112018
BACKER ROD 1/4" MAX
& APPROVED tc�b a MI WINDOWS & DOORS, LLC. \��uu►uI��7
SEALANT SHIM SPACE
650 WEST MARKET STREET
GRATZ. PA 17030 v• GENS�"9s/�
METAL
O
STRUCTURE SERIES 1615/1617 PVC SLIDING GLASS DOOR fir• 0 AI
BY THEIRS NON — IMPACT XO �,� ( * ��
INSTALLATION DETAILS . q0• TAT OF
DRAWN: DWG N0. REV i�'c•• 0R1�P'
1/2" MIN L _� NOTES: A.R. 08-03129
EDGE DISTANCE 1. INTERIOR
NOTSHOANDDEXTERIORyINISHES,BYOTHERS, SCALE DATE SHEET /77��/� A"`1\\\\
FOR NTS 06/28/17 6 OF 6
VERTICAL CROSS SECTION 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE L.ROBERTO LOMAS P.E.
METAL STRUCTURE INSTALLATION DESIGNED IN ACCORDANCE WITH ASTM E2112 1432Wo L, ORDRTOLOM SP.ENC27023 Luis R. Lomas P.E.
434-688-0609 rllomas@lrlomaspe.com FL No.: 62514 -
ee 1
�l
Business 0 C ® ♦ Regulation
-
BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts { Publications FBC Staff BCIs Site Map Links Search
db
a
Product Approval
r USER:Public User
Product Approval Menu>Product or Apoliration Search>Application list>Application Detail
FL# C- _.EL--17355 R3�"
Application Type Affirmation
Code Version 2017-w
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal-Slider---,:..-
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
❑ Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
.Equivalence of Product Standards
Certified By
OI 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 OYes ONo ON/A
FL17355 R3 COC 6thEdFBC-FL17355.Ddf
Product Approval Method Method 1 Option A
Date Submitted 09/14/2017
Date Validated 09/14/2017
Date Pending FBC Approval
Date Approved 09/15/2017
Summary of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R3 C CAC CAR 138-1315.odf
Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1316.Ddf
Impact Resistant: No FL17355 R3 C CAC CAR 138-1334.Odf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:Max.sizes: 74"x 63"and 74"x 72".See installation 10/16/2018
details for DPs.Glass complies with ASTM E1300-04. Installation Instructions
FL17355 R3 II CWS-1031A(HS-620,XO).Odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R3 AE EvaIReD CWS-1031A(HS-620,XO).Ddf
Created by Independent Third Party:Yes
/� 17355:2--,• _ _, HS-620,Vinyl Horizontal 5lider_XOX- HS 620-Vinyl fMorizontal.Slider;_XOX,Non, impact.
t� 611 itsof Use"' - "` Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R3 C CAC CAR 138-1341.Ddf
Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1342.Ddf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2019
Other:Max.size 111"x 63".XOX 1/3-1/3-1/3 and Installation Instructions
1/4-1/2-1/4.See installation details for DPs.Glass complies FL17355 R3 II CWS-1067(HS-620,XOX).odf
with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R3 AE EvaIReD CWS-1067(HS-620,XOX).pdf
Created by Independent Third Party:Yes
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R3 C CAC CAR 138-1328.Ddf
Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1329.Ddf
Impact Resistant:No FL17355 R3 C CAC CAR 138-1332.Ddf
Design Pressure: N/A FL17355 R3 C CAC CAR 138-1333.Odf
Other:Max,sizes: 74"x 63"and 74"x 72". See installation Quality Assurance Contract Expiration Date
detail for DPs. Glass complies to ASTM E1300-04. 12/10/2018
Installation Instructions
FL17355 R3 II CWS-1059(HS-620,XX).odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R3 AE EvalRep CWS-1059(HS-620.XX).Ddf
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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
LURE RV ® e0lieck 2
GENERAL NOTES:
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
1121/4"FLANGE WIDTH EDITION. OCALA,FLORIDA 34474
111"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC
3611/16" -•-1 3.CONFIGURATIONS:"XOX".
MAX.SASH WIDTH - 3611/16" -
MAX.SASH WIDTH 4.DESIGN PRESSURE RATING: 620 PVC
r32 3/4"GLASS DLO•{ 32 3/4"GLASS DLO
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
A GLASS TABLES ASTM E-1300-04. NON-IMPACT
------------------------- -—T -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
---
---------------
---"-- INFILTRATION TEST PRESSURE AND GLASS TABLES
_ I
ASTM E-1300-04.
FLANGE 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED ~¢
HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o
63" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
B B MAX. WOOD ANCHOR CALCULATIONS.LIN
}
�( O �( !"BL 58 71S^HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE m �
MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z
1 SASH �
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. >
16" Z WSS 8.SERIES/MODEL DESIGNATION HS-620. O DC
C � d
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
t X=OPERABLE SASH,O=FIXED SASH U
U)
010B C A
.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
1/3-1/3-1/3 1121/4"FLANGE WIDTH LOCATION. O
Z
111"MAX.UNIT WIDTH 2S 1/8" 11.EXTERNAL
BOTH ENDS.WEEP SLOT=5116"x 2-1/8"LOCATED 4-1/2"FROM ,p``PNOREW,Tti��i
MAX.SASH �.`Q`;:•�C ENS'•
------533/4"MAX.SASH WIDTH----- WIDTH w`O �' F ••y��
—49 13/16"GLASS DLO— 241/4" Z :• No 58201 •.��r
GLASS DLO _ Lucas A.Turner
f 2015-06-09 =9% STATE OF Pu
641/4" 10:07-04:00 'O
FLANGE
HEIGHT • O q 1
63" st
MAX. q�hs'O�Aells 0 1
UNIT ZZ
HEIGHT
X O X 68 7/8" 6/8/2015
MAX.
SASH LUCAS A.TURNER,P.E.
HEIGHT FL PE#58201
55 Ili 6" 1239 JABARA AVE.
GLASS NORTH PORT,FL 34288
DLC PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
1/4-1/2-1/4 ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15
DP CHARTS&GLAZING DETAIL........2 DWG 4: REV.:
SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 SEE COMPARATIVE ANALYSIS cws-1067
ANCHOR SCHEDULE&NOTES.........5 XOX 1/3-1/3-1/3 111"x 63 CHART, SHEET 2 NONE SCALE: SHEET
INSTALLATION DETAILS.....................6 1:25 1 OF 6
DESIGN PRESSURES FOR 1/3-1/3.1/3 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE AND FIXED SASH
Unit Unit Height
Width 171/2 231/2 29112 351/2 411/2 471/2 531/2 591/2 63 WINDOW SYSTEMS
531/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
591/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
65 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.0 +50.0/-71.3 W W W.CWS.CC
71 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.6 +50.0/-64.5
77 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-67.1 +50.0/-61.4
83 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.7 +50.0/-64.9 +50.0/-60.3 620 PVC
89 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.5 +50.0/-61.9 +50.01-57.4 HORIZ. SLIDER
95 1/2 +50.0/-75.0 +50.0/-72.5 +50.0/-67.9 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 +50.0/-54.9 NON-IMPACT
101 1/2 +50.0/-75.0 +50.0/-65.9 +50.0/-60.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-57.1 +50.0/-52.8
111 +50.0/-69.2 +50.0/-57.7 +50.0/-52.1 +50.0/-50.1 +55 0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
w
DESIGN PRESSURES FOR 1/4-1/2-1/4 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE SASH,GLASS TYPE B IN FIXED SASH
Unit Unit Height
Width 171/2 231/2 291/2 351/2 411/2 471/2 531/2 591/2 63 }
531/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 m
591/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.2 Z
65 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.3 +50.0!-61.6 O
71 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-62.5 +50.0/-57.9 Ln
77 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 +50.0/-54.9 w
83 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0 1-67.5 +50.0/-67.5 +50.0/-66.1 +50.0/-56.7 +50.0/-52.3 Q
89 112 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-63.8 +50.0/-54.5 +50.0/-50.2 a
95 1/2 +50.0/-65.5 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-52.7 +48.4/-48.4 v
101 112 +50.0/-59.6 +50.0/-54.1 +50.0/-53.8 +50.0/-53.8 +50.01-53.8 +50.0/-53.8 +50.0 1-53.8 +50.0/-51.2 +46.9/-46.9 w
111 +50.0/-52.1 +46.1/-46.1 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0
NOTE:GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" Z
7/8"OVERALL 7/8"OVERALL ,5`P DREW Il,���i
1/8"ANNEALED or TEMPERED [�T-3/16"
ANNEALED or TEMPERED---9/16"AIRSPACE 7/16"AIRSPACE No1/8"ANNEALED or TEMPERED 3/16"ANNEALED or TEMPERED
i�T�•A.�O R 1 C1 P,•����.
5/8"GLASS BITE 5/8"GLASS BITE 6/8/2015
1 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DP CHARTS AND
GLAZING DETAILS
DRAWN BY. DATE:
GLASS TYPE A GLASS TYPE B EMK 06/02/15
DWG#.RREV.:
CWS-1067 -
NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE' SHEET
1:1 2 OF 6
26 3 2 27 13
INTERIOR1)T18 3 11 WINDOW SYSTEMS
1900 SW 44TH AVE.
FLO 34474
www.. wS.cC
14 620 PVC
8 HORIZ.SLIDER
NON-IMPACT
-t
o
w
@) 19 31 :c�:0
a)
0 SECTION VIEW B-B z
1 0
9 >
3
32 2 0
p
4 4
33
24
w
1 1""s i Ot oil I oz':
11�01 P*O tv
33
32
0(41
21 0 ......
6/8/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE,
❑ NORTH PORT,FL 34288
PH.941-380-1674
SHEET DESCRIPTION:
SECTION VIEWS
SECTION VEW XA DRAWN BY: DATE:
EMK 06/02/15
SECTION VIEW C-C DWG#: REV.:
ALTERNATE FIN FRAME CWS-1067 -
TcALC_ SHEET
12 30F6
6"MAX.(TYP.) (II- --} 14 1/2'MAX.O.C.(TYP.)
6"MAX.(TYP.) I ------ 1-4''(TYP.) CENTANCHOR
RLI MNE TGYp j IL WINDOW SYSTEMS
V- V'liAyL4lSU •
1900 SW 44TH AVE.
INSTALLATION OCALA,FLORIDA 34474
ANCHOR(TYP.) WWW.CWS.CC
4"MAX.(TYP.) III.-III--B"MAX.O.G.(TYP.) 4"THRU FRAME ANCHOR(TYP.) 1 B" SEE NOTE 2 HO 620IZ.PVC
DER
4"MAX.(TYP.) I I MAX.O.C. X O X
r SEE NOTE 2 (TYP.)
INSTALLATION NON-IMPACT
ANCHOR(TYP.)
� a w
MAX.O.C. o
(TYP.)
X O X ANCHOR LAYOUT-(FLANGE) m
1/3-1/3-1/3 Z
O
ANCHOR @ MTG RAIL--------- Z a W CENTERLINE(TYP.) ---4"(TYP.) 0 cc
MAX.(TYP.) 13 1!4"MAX.O.C. a:
FT
(TYP-) ¢
6"MAX.(TYP.)� 0
ANCHOR LAYOUT-(FIN) w
1/4-1/2-1/4 and 1/3-113-113 --INSTALLATION
NOTE THRU FRAME ANCHORS @ MTG RAIL ANCHOR(TYP.) p
z
��1,��►n�l+rpr
SEE NOTE 2 �ADRE
`�����P, Vy TIJ p,
r:
MAX.O.C. X O X `��GP•�\CENS��,•.,�Pti���
(TYP.) No 5B201
;ate
NOTES: :13 STATE OF
004
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. SrONA��?
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". (FLANGE)
LAYOUT-(FLANGE) 7
USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANC 1/4- - �f—
DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
6/8/2015
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
EMK 06/02/15
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG 4: NEV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 50176
MIN.EMBEDMENT �j�
SEE TABLE 1 SUBSTRATE !( ]]/J(��®/�j]'
TYPICAL HEAD ANCHORAGE BY OTHERS ��JCriYAUll44 UU(.f�
114"MAX.SHIM - SEE TABLE 1 WINDOW SYSTEMS
MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE
-I- SEE TABLE 1 BY OTHERS OCA A, AVE.
SEE TABLE 1
1/4"MAX.SHIM SEE TABLE 1 www.CWS.CC
FLORIDAORI 34474
SUBSTRATE BY OTHERS MIN.EDGE DIST. www.cws.cc
W.
SEE TABLE 1 �� SEE TABLE 1
S E TAB EDI INSTALLATION ANCHOR — ��❑ 620 PVC
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER I HORIZ.SLIDER
INSIDE AND OUT p / -"1-----------
MIN.EMBEDMENT
L�7 O SEALANT BEHIND SEE TABLET NON-IMPACT
��
FLANGE BY INSTALLER 1/4"MAX.SHIM oe
. Qeo PERIMETER SEALANT (-
PERIMETER SEALANT Q BY INSTALLER
eve
BY INSTALLER Lc INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR }
SEALANT BEHIND SEE TABLE 1 op
FLANGE BY INSTALLER SEALANT BEHIND
INSTALLATION ANCHOR FIN BY INSTALLER Z
SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE co
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W
O LU
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DIET.A/6)REQ'D AT MTG RAIL, D[
SEE SHEET 5 ANCHOR LAYOUT. ai
w
0
O
SEALANT BEHIND r 1/4"MAX.SHIM z
" 1
FLANGE BY INSTALLER 0� , PtiyDREW'Tlk��
PERIMETER SEALANT , MIS EMBEDMENT '.JOP`;.��0 E NSA G�p2
BY INSTALLER SEE TABLE 1 No 58201 :-P
INSIDE AND OUT oo
SUBSTRATE BY OTHERS MIN.EDGE DIST. '9•: STATE OF .4u
SEE TABLE i SEE TABLE 1 0 ,� P,�•�4C/,
SEALANT UNDER SCREW A VERTICAL SECTION �i�CcS• O..10• �����
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE oo ���•,S+ONp� �
z�
TABLE 1:APPROVED INSTALLATION FASTENERS 6/8/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
PE
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 1-1/8" # A Al
� 1239 JABAR AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT ' NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER PH.941-380-1574
INSIDE AND OUT D H_ SEC
TION
CTION ____
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-3/4" 2.1/2" 6_ __80X RA FME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCON SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 3/8 7/8" INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" EMK 06/02/15
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 4: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. C W S-1067
FLANGE 7/16"
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
Businessbl—
♦ ' 1 l oRegulationnr. _
BCIS Home I Login I User Registration Hot Topic Submit Surcharge ; Stats&Facts I Publications FBC Staff BCIS Site Map i Links I Search
Florida
21.
Product Approval
r �11 USER:Public User
L.
Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail
FL# �,-EL1-7273=R2
Application Type Revision..
Code Version �=2017
Application Status Approved----- .
Comments
Archived ❑
Product Manufacturer Vi Win Tech
Address/Phone/Email 2400 Irvin Cobb Drive
Paducah,KY 42003
(270)538-4431
swheeler@viwintech.com
Authorized Signature Steven Wheeler
swheeler@viwintech.com
Technical Representative Steve Wheeler
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003
(270)538-4431
swheeler@viwintech.com
Quality Assurance Representative Ronnie WIlliams
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003
(270)538-4437
rwi�lliams@viwintech.com
Category Windows✓f
Subcategory ions
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 Robert].Amoruso,P,E.
the Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich,PE
O Validation Checklist-Hardcopy Received
Certificate of Independence FL17273 R2 COI FLCOI,Ddf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/12/2018
Date Validated 02/21/2018
Date Pending FBC Approval 03/11/2018
Date Approved 06/12/2018
Summary of Products
FL# Model,Number or Name Description
17273.1 ----ShoreLine.3".Impact Mullion_._ _____- Mull,1.5'-',x,3",Heavy_Aluminum with clips.Vertical,T and,-
Horizontal configurations Y - r
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17273 R2 II 08-00237C.Ddf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas FL PE No.: 62514
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Drawing for Mull Span/Load Width FL17273 R2 AE 510308C.Ddf
Design Pressure Tables. 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.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
,Mrt- ® g -
Credit Card
Safe
161
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED PER NEW REQUIREMENTS 01/12/18 R.L.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF FLORIDA BUILDING CODE INCLUDING THE HVHZ
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF
WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW.
4) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY
REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD,
BUILDING OWNER OR CONTRACTOR.
5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
6) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY
TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
7) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY VINYL WINDOW
TECHNOLOGIES, INC. AND MUST BE MADE OUT OF VINYL PVC.
8) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
9) TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG
AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND
MULLION IS ANCHORED AS SHOWN HEREIN.
10) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT.
11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
SIGNED:0111212018
VIWINTzaao RvCH NDO COBBIN DRDEDOORS \`\\\r lR 1!<<d
PADUCAH, KY 42003-0588 `�,•4\GENSF'9,p/�
SHORELINE 3" IMPACT MULLION *,•/�10j'�51
VERTICAL AND HORIZONTAL C �
NOTES �� $TAT OF•��
TABLE OF CONTENTS ���`�•R P
DRAWN: DWG N0. REV
SHEET NO. DESCRIPTION RA E DATE 08 500237 c �pNA�/it I III tEN�\\\
1 VERTICAL MULLION ELEVATION AND GENERAL NOTES NTS 09/05/07 1 OF 5
2 HORIZONTAL VERTICAL/HORIZONTAL MULLION ELEVATION L.ROBERTOLOMASP.E Luis R. Lomas P.E.
f432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
3 B.O.M. COMPONENTS AND INSTALLATION DETAILS 434-666-0609 rllomas@Irlomaspe.com
REVISIONS
73 7/8" MAX. O.A. WIDTH
REV DESCRIPTION GATE -PROVED
W1 Ql�
W2 C REVISED PER NEW REQUIREMENTS 01/12/18 R.L.
SINGLE WINDOW WIDTHSINGLE WINDOW WIDTH
6" SEE DETAIL A
j MAX.
MULLION
SPAN
(WINDOW
HEIGHT)
9" MAX.
O.C.
DESIGN PRESSURE TABLE INSTRUCTIONS:
III 1 DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
6 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
MAX. PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
SEE DETAIL A WIDTH.
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
3"IMPACT MULLION VERTICAL THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
Chart#1
Design pressure rating(psi H 1 + H 2
posl0veand negative TRIBUTARY HEIGHT= 2
Mullion Tributary width(in)
span(In) 36.00 38.00 40.00 142.00 44.00 46.00 48.00 50.00 52.00
52.00 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0
54.00 80.0 80.0 80.0 80.0 79.6 78.2 77.1 76.3 75.9
56.00 80.0 78.8 76.4 74.3 72.5 71.1 69.9 69.0 68.4
58.00 73.3 70.8 68.6 66.8 65.2 63.9 62.9 62.0 61.4 SIGNED:0111212018
60.00 65.5 63.2 61.1 59.4 57.9 56.7 55.6 54.8 54.1
62.00 58.8 56.6 54.7 53.1 51.7 50.5 49.5 48.6 47.9 VIWINTECH WINDOWS AND DOORS 'to//
2400
66.00 47.9 46.0 44.4 43.0 41.8 40.7 39.7 38.9 38.2 PADUCAH IIKY COBB
0588 ��RIVE \vJ\'�CENS'�1,,�
68.00 43.5 41.8 40.2 38.9 37.8 36.7 35.8 35.1 34.4 v F
70.00 39.6 38.0 36.6 35.3 34.3 33.3 32.5 31.7 31.1 SHORELINE 3" IMPACT MULLION *• 0y6/26�1
72.00 36.2 34.7 33.4 32.2 31.2 30.3 29.5 28.8 28.2 VERTICAL AND HORIZONTAL
74.00 33.1 31.7 30.5 29.4 28.5 27.6 26.9 26.2 25.6 VERTICAL ELEVATION ��0, TAT E OF •40
76.00 30.4 29.1 28.0 27.0 26.1 25.3 24.6 23.9 23.4 DRAWN: DWG NO. REV �'t`F•:c�CR10Q;•��'��
78.00 28.0 26.8 25.7 24.8 24.0 23.2 22.5 21.9 21.4 R.L. 08-00237 C ��/sis/0 �C�G\\\
80.00 25.8 24.7 23.7 22.8 22.1 21.3 20.7 20.2 19.7 SCALE DATE SHEET / 01VA j E:� �
Large and Small Missile Impact level D,wind Zone and HVHZ NTS 09/05/07 2 OF 5
L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023
434-686-0609 rllomasC@Momaspe.com FL No.: 62514
REVISIONS
MULLION SPAN
REV DESCRIPTION DATE APPROVED
_ C REVISED PER NEW REQUIREMENTS 01/12/18 R.L.
SEE H2
DETAIL B 9" MAX. SEE DETAIL C (TRANSOM
O.C. HEIGHT)
6 SEE
MAX. DETAIL B
H,
(WINDOW DESIGN PRESSURE TABLE INSTRUCTIONS:
HEIGHT) 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2. DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
HEIGHT.
9 3. LOCATE MULLION SPAN AND TRIBUTARY HEIGHT. AT THE
MAX. O.C. 6" INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
MAX. SPAN AND TRIBUTARY HEIGHT RESPECTIVELY IS THE MULLION
III RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE
7q EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE
Jf - OBTAINED IN STEP 1.
36" SEE DETAIL A TRIBUTARY HEIGHT= H1 + H2
2
3"IMPACT MULLION T HORIZONTAL
Chart#3
Design pressure rating(pso
positive and negative
Tributary Mullion span(in)
height 34.00 36.00 1 38.00 40.00 42.00 44.00 46.00 48.00 50.00
30.00 96.6 82.6 68.0 56.7 47.9 40.8 35.1 30.4 26.6
32.00 95.1 81.0 66.3 55.1 46.3 39.3 33.8 29.2 25.4
34.25 94.6 80.0 65.1 53.7 45.0 38.1 32.5 28.1 24.4
36.00 94.6 79.7 64.5 53.0 44.2 37.3 31.8 27.3 23.7 SIGNED:0111212018
38.00 94.6 79.7 64.3 52.5 43.6 36.6 31.1 26.7 23.1
42.00 94.6 79.7 T64.352.3
3 43.1 35.8 30.2 25.7 22.6 VWINT24 o RvNDOWIN OeBADRDEDOORS \J\51R111/o9///
44.00 94.6 79.7 3 43.1 35.6 30.0 25.5 21.8 PADUCAH, KY 42003-0588 `v••v�GENS�;•S
46.00 94.6 79.7 3 43.1 35.8 29.9 25.3 21.6 fit• 0 GO-F
46.00 94.6 79.7 3 43.1 35.8 29.9 25.2 21.5SHORELINE 3" IMPACT MULLION VERTICAL AND HORIZONTAL50.00 94.6 79.7 3 43.1 35.8 29.9 25.2 21.4 T MULLION ELEVATION �1J TAT •�`
52A0 94.6 79.7 3 43.1 35.8 29.9 25.2 21.4 p� tV`
54.00 94.6 79.7 3 43.1 35.8 29.9 25.2 21.4 DRAWN: DWG NO. REVjs58.00 94.6 79.7 3 43.1 35.8 29.9 25.2 21.4 BALE DATE 08 SHEET3 C ��iijr�ONA;1������
60.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 NTS 09/OS/07 3 OF 5
62.00 1 94.6 1 79.7 64.3 52.3 1 43.1 1 35.8 29.9 1 25.2 21.4 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
Large and Small Missile Im act Level D,wind Zone and HVHZ 1432WOODFORD RDLEWISVILLE,NC27023 FL No.: 62514
r9 P 434-688-0609 rllomas@Ulomaspe.mm
r
PARTS LIST _ MIN. EDGE REVISIONS
NO. PART NUMBER DESCRIPTION SUBSTRATE -{I DISTANCE SEE REV DESCRIPTIONDATE APPROVED•
1 3" IMPACT MULLION, ALUMINUM BY OTHERS NOTES THIS PAGE SEE NOTES C REVISED PER NEW REQUIREMENTS 01/12/18 R.L.
2 05-053 CLIP FOR ANCHOR TYPE
SEE NOTES
FOR MIN. EMB.
`J ANCHORING NOTES:
1.375" 1 1) FOR ANCHORING INTO MASONRY USE 3/16" TAPCONS WITH SUFFICIENT
#10 5' 1.075" TEK SCREWS LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
DETAIL A AND INSTALLATION DETAILS.
TOPANDBOTTOMCLIPINSTALLATION 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE
2.8" 1.55" SEE NOTES ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
rFOR MIN. EMB. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF
THREE THREADS PAST THE MULLION WALL WITH 1/2" MINIMUM EDGE
2 ` ` DISTANCE. LOCATE SCREWS AS SHOWN IN ELEVATIONS AND INSTALLATION
#10 TEK SCREWS SEE NOTES FOR DETAILS.
ANCHOR TYPE
O3"IMPACT MULLION 4 FOR ATTACHING VERTICAL MULLION TO HORIZONTAL MULLION USE #10 TEK
6063-T6ALUMINUM SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS
SUBSTRATE AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
\ BY OTHERS
` 5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED
1 INSTALLATION INSTRUCTIONS.
6.05" \\\\ MIN. EDGE 6) ALL FASTENERS TO BE CORROSION RESISTANT.
DISTANCE SEE
1.75" - - 1.75" NOTES THIS PAGE 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
375" 375" ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
375"
DETAIL B MINIMUM STRENGTH SPECIFIED BELOW.
SIDE CLIP INSTALLATION 8) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
1.49" .74" B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
TYPE 1 (OR GREATER).
1.015" 01/4" #10 TEK SCREWS
fff SIGNED:01/12/2018
VIWINT2aoo RvCH NDOWS IN oee DRDEDOORS `N���\giRII'L/p �ii,�
3.125" 7--//
OPADUCAH, KY 42003-0588 •��GENq 'pSHORELINE 3" IMPACT MULLION ��t�• /�1 61VERTICAL AND HORIZONTAL �Q�{y�125 #10 TEK SCRINSTALLATION DETAILS �g1••, $$TAT OF [v`
DRAWN: DWG N0. REV %�L 'c�s:cCpR10Q;G����
HORIZONTAL AND DETAIL C ERTICALMULLION ALE onrE 08500237 C - '/,�/S,pNAj1 N �
OCLIP INTERSECTION CLIP INSTALLATION NTS 09/05/07 5 OF 5
6063-T6 ALUMINUM L.ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
434-668-0609 rllomas@frlomaspe.com FL No.: 62514
1LIH .
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��
Date Received:
Site: �7
Permit Type: i �0 u,/ z &1
Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: O
S-ee dLe Z,
This comment sheet shall be kept with the permit and/or plans.
Kalvin S itzer 1 xaminer Date on ctor an&or Homeowner
equired when comments are present)
201.8105004
rtcpt:1�67525 Ree: 10.00
DS: 0.00 IT: 0.00
Permit Number 06/21/2018 C. F. , Dpty Clerk
Parcel ID Number 35'a 1-(� �'f�C �� �l��� "PULP s.0'NEIL,Ph.D.PRS66 CLERK & COMPTROLLER
NOTICE OF COMMENCEMENT 06/21/2018 10:48am 1 of i
CAR BK 9744 PG 3322
State of Florida
County of Pinellas
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 OF COMMENCEMENT.
1.Description of property(legal description):
� a)Street(job)Address: 7 el ( f P Pt_�G-01. 2. �� P� Y P H��c �__3 _-
2.General description of improvements: ._-._.._CJf' -_
3,Owner Information or Lessee information if the Lessee contracted for the improvement:
�a)Name and address: s p_L�C i, A, N yt�S_—��i 1 -A Z��(f_V_ -fit�5.�.��_3
b)Name and address of fee simple titleholder(if different than Owner listed above) _ _ — ___ —__-•_l.�3�
�c)Interest in property: -
4,Contractor Information
a)Name and address: Lipton Window and Door,2438 Merchant Ave,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: $ — i __..__.__-_
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)T.Florida Statutes:
a)Name and address:
b)Telephone No.: Fax No.:(optional)
8.a.ln 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 I,SECTION 713,13,FLORIDA STATUTES,AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE 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
knowledge belief.
(Signature of Owner or Lessee,or wners or Lessee's(Authorized OfficerlDirectorlPartnedManager) (Print tTame and Provide Signatory's Title/Office)
The foregoing instrument was acknowledged before me this d-� l day of _(1'LC, __ _ .-_._- . ,20
by �-1.!!_Yers ---•--- as 11.L'.'r-- tip of authority,e.g.officer,trustee,attorney in fact)
for as _
(Name of Person) (type of authority,...e.g.officer,trustee,attorney in fact)
for (name of party on behalf of whom instrument was executed).
Personally Known ❑' Produced-ID- -
Type of lD (h 6 gtv ��G�_ L/^���'=r� Notary Signature
Print name LT__.��i�// .- _ � _......- --
--- -- -
.��Rrvy@, JAMES KEVIN HOWELL --- --
X-4
MY COMMISSION ItFF914360
� EXPIRES August 31,2019
t407)39e 0153 FtoridallotarySerr m,mm
4
A '
a � fop
13
STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF P LI ECORD IN THIS OFFICE
W��ITN�jSS MY HA D AND FFICIAL SEAL THI
c DAY OF
PAULA S.O'NEIL., R &CO OLLE
BY �—�) DEPUTY CLERK
l./
I
P an' Review
Windows & Doors .
1): :Need manufacturing installation specifications:
2). Must meet sections R308 and R612 of the 2017 F:B.C:
3): If windows are to be installed-inside the historical district,they.will heed to be approved:
by the historical committee..
4) No other work shall be permitted (framing; plumbing;and mechanical) unless otherwise'
specified.:
5) This is-for replacement_(glass for-glass.) only. if you.wish to.change from screen.or vinyl
windows to glass;then additional information is required.:
6) All-windows to-wall connectio.ns:shall be left,visible for. inspection.
7,) All Labeling , ndatickers shall remain on windows until final inspection: . :.
81' No work shall start without permit first: ::