HomeMy WebLinkAbout20-434 City Ze h
ty of p Y rhills
PERMIT NUMBER
-- _ 5335 Eighth Street
Zephyrhills, FL 33542 BAR-000434-2020
Phone: (813)780-0020
' Fax: (813)780-0021 Issue Date: 08/11/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
10 26 21 0120 00000 1080 37420 Derbyshire Drive
Owner Information Permit Information Contractor Information
Name: RAYMOND&ROSEMARY CARTIEF Permit Type:Add/Alter(Residential) Contractor: LIPTON WINDOW& DOOR
Class of Work:Add/Alter Residential
Address: 37420 Derbyshire Dr Building Valuation:$8,465.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)966-3240 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$8,465.00
rJ G�
Total Fees:$123.48
Amount Paid:$123.48
Date Paid:8/11/2020 12:02:12PM
Project Description Al
WINDOW REPLACEMENT 8 S/S
Application Fees
Building Plan Review Fee $41.16 Building Permit Fee $82.32
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.
NTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
' State of Florida,County of- Fasc b ococ .,.�.
THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with
Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement.
I. Description of property(legal-description of properi`y and address if available):
AAAA_
2. General Description of improvements:
&I-21 C WZA- DES
3. Owner Information: ap'Sef'1rb"t
a)Name and Address: 3,W;20 �Lr ?51411.5 �V 2%CQIi`b�{� �� �(a 33"}39
b)Interest in.property: Qux A;C*,,,
c)Name and address of simple titleholder(if other than owner):
4. Contractor Information:
a)Name and Address:Lipton Window and Door 2438 Merchant Ave Suite 103 Odessa FL 33556
b)Phone Number:r�z),�7�-7455
5. Surety Information: INSTR# 2020127335 BK 10151PG 3985
a)Name and Address: 08/06/2020 08:32am Page 1 of 1
b)Phone Number: i Rcpt: 2190106 Rea: 10.00
c)Amount of Bond:$ ; DS: 0.00 I T: 0.00
6. Lender Information: Nikki Alvarez—Saw 1 es, Esq.
a)Name and Address: !Pasco County Clerk & Comptroller
b)Phone Number:
7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as
provided by 713.13(1)(a)7,Florida Statutes:
a)Name and Address:
b)Phone Numbers of Designated Person:
8. In addition to himself/herself,Owner designates of to receive a
copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
a)Name and Address:
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 one(1)year from the date of recording unless a different date is
specified:
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 and belief,
4i,-�JkEe of_ e Owner's Authorized Officer/Director/Partner/Manager Signatory's Print Name&Title/Office
The foregoing instrument was acknowledged before me by means of Vphysical presence orllonline notarization,
this day of 20�.by(28 i -Qy Glw�'°?l� .who is personally known to
(Name of Person)
me or produced : - L:CPLX 1<' as identification,as
('type of Authority,e.g..officer,attorney in fact,etc.)
for
{Name of Party Instrument was Executed for}
�TA�Y PUBLIC�SIGNA�TURE STATE OF FLORIDA
Commissioned Notary Name:
WW
.4 i' Notary Pubfic SA tgbd F�Orr
My Commission GG 923366
Q,*Nj Expires 1 011 612 02 3 Revised I/1/2020
a t
STATE OF FLOfflDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS
TRUE AND CORRECT COPY OF THE DOCUME 'A o°�
ON FILE OR OF PUBLIC RECORD IN THIS OFF C
WITNESS MY HAND AND OFFICIAL SEAL THI `Yrtmt 41
DAY OF 2
l.�'�" (`
NIKK AREZ 0 I:ES CLE
RK&COMPTRO
BY DEPUTY CLE
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
T,1_ Phone Contact for Permitting �T4'406'9395� Try
Owner's Name Rosemary Cartier Owner Phone Number C 813-966-3240 L
owners Address 137420 Derbyshire Dr Zephyrhills 33543 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number �—
Fee Simple Titleholder Address
JOB ADDRESS 37420 Derbyshire Dr Zephyrhills 33543 LOT# 108
SUBDIVISION Wedgewood Manor PARCEL ID#1 10-26-21-0120-00000-1080
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT SIGN Q = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL Q
DESCRIPTION OF WORK Replace size for size 8 Windows
BUILDING SIZE SQ FOOTAGE= HEIGHT
=BUILDING $8465 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY = W.R,E.C.
=PLUMBING 1$
=MECHANICAL VALUATION OF MECHANICAL INSTALLATIOq,5
1
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA =YES NO
/ . . . . .�. . . . .�i;
BUILDER ,� J---_—_`� COMPANY Lipton W(ndow and Door
SIGNATURE '`���•r//"' REGISTERED I Y/ N FEE CURREN
Address 17335 Gunlock Rd Lutz FL 33558 License# CBC1258461
ELECTRICIAN COMPANY
SIGNATURE F REGISTERED I Y/ N FEE CURREK Ly
I N
Address License# F-
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
�Y!N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREK LIINJ
Address License#
IIII111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivis(onsAarge 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. (AtC upgrades over$7500)
Agent(for the contractor)Or Power of Attomey(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
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6/29/2020 Florida Building Code Online
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BCIS Home Log In User Registration I Hot Topics I Submit surcharge Stats&Facts Publicationsb� Contact Us I1 BCIS Site Map,I Links nSearch
Flodda
¢ product Approval
.,• !"i4 USER:Public User
�fu�'br,i�Yrb:,i
riu31�+�
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# F6333-R1.34'
Application Type Revision----'
Code Version 2017— �---
Application Status App�d.--"-�
*Approved 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
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003ALL WORK SHALL
(270)538-4431 COD rLO COIVIPLY WITH`PREVAILING
swheeler@viwinter�h�f{II�AL FLORIDA BUILDING CODE
TAI�D THA ELECTRIC CODe q
Quality Assurance Representative Ronnie Wllliams ORDINANC IT OF ZE HYRHILLS
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003
(270) 538-4437
rwilliams@viwintech.com
nEVIEWDAZE JUL 20
20
Category (Windows=� — P17/►RrOt�ZEP io t
Subcategory Do ub a Hle H) ung y�`�'1+V EXAMINER
j�{a„j,
Compliance Method Certification Mark or Listing +�/t rV
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101.1/I.S.S/A440 2005
ASTM E1886 2005
ASTM E1996 2002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL9333 R13 Equiy 510926B-EQ,pdf
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt%2fAIdUdyTLMaF3dBB7Qske98e[Fm4pAK[34PCHaCsHOA%3d%3d 1/2
6/29/2020 Florida Building Code Online
Product Approval Method Method I Option A
Date Submitted 04/12/2019
Date Validated 04/14/2019
Date Pending FBC Approval
Date Approved 04/19/2019
Summary of Products
FL# Model,Number or Name Description
9333.1 5100 DH Non-Impact HVHZ 5100 DH Non-Impact HVHZ 52 x 75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9333 R13 C CAC NI010803-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant. No 08/31/2023
Design Pressure: +60/-60 Installation Instructions
Other:GLASS COMPLIES WITH ASTM E1300-04, FRAME FL9333 R13 II 08-01317C.pdf
MATERIAL TO BE RIGID PVC FROM VISION EXTRUSIONS LTD. Verified By: Luis Roberto Lomas 62514
AAMA CERTIFIED (VEX-1). Created by Independent Third Party:Yes
Evaluation Reports
FL9333 R13 AE 511926D.pdf
Created by Independent Third Party:Yes
9333.2 ShoreLJhe-5f00-D6'Gbl6HungWindow;Impact'Rated, 52x75.
H--R70.—Ja b—in—st—allmetfio—d-.�`—"`-------j
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9333 R13 C CAC NI008081-R8,pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2023
Design Pressure: +70/-70 Installation Instructions
Other:When used in HVHZ color of frames to be WHITE only FL9333 R13 II 08-00206E 5100DH IMP Install.pd_f
rigid PVC.GLASS COMPLIES WITH ASTM E1300-04.FRAME Verified By: Luis R. Lomas,P.E.62514
MATERIAL TO BE RIGID PVC FROM VISION EXTRUSIONS LTD. Created by Independent Third Party:Yes
AAMA CERTIFIED (VEX-1)."NOT TO BE INSTALLED 30'OR Evaluation Reports
HIGHER ABOVE GROUND LEVEL" -GLASS INTERLAYER FL9333 R13 AE 510926F- 5100DH IMP Evaluation.pd
COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party:Yes
BUILDING CODE ACCORDING TO MIAMI-DADE NOA FOR
KURARAY INTERLAYERS-"Safety Glass on outside pane
required in HVHZ zones"
Back biext
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:;AccessibilIN Statement Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-maii 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:
ME Me ER RE
Credit Card
Safe
https://floridabuilding.org/prlpr_appjtl.aspx?param=wGEVXQwtDqt`/*2fAIdUdyTLMaF3d8B7Qske98elFm4pAK134PCHaCsHOA%3d`/`3d 212
AV
REVISIONS
REV DESCRIPTION DATE APPROVED
E REVISED PER NEW REQUIREMENTS 12/26/17 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 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 #10 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. ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. 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 E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 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:1212712017
VIWIN TECH 2400 IRVINDCOWS OBB DRIVE
DOORS \```)S Rtl1:L041//'
PADUCAH, KY 42003 v•��CENs,gs+';
SHORELINE DOUBLE HUNG WINDOW 5100 *.• p 51
52" X 75" IMPACT HVHZ
NOTES O TAT E'F
TABLE OF CONTENTS DRAWN: DWG NO. REV
SHEET NO. DESCRIPTION SCALE DATE 08 s00E206 E
1 NOTES NTS 07/25/07 1 OF 8
2 ELEVATION & GLAZING DETAIL L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE;NC 27023 FL No.: 62514
3 — 8 INSTALLATION DETAILS 434-688-0609 A/emas@Ir7emaspe.mm
REVISIONS
REV DESCRIPTION GATE APPROVED
E REVISED PER NEW REQUIREMENTS 12/26/17 R.L.
52" MAX FRAME WIDTH
6" MAX 13 MAX 10 CI. 6" MAX
6" MAX
X
12 3/4"
MAX O.C. /
-T— 7/8"
75" I 1/8" ANN
MAX
FRAME 1/8" ANN 090" PVB BY KURARAY
HEIGHT XL EDGE SPACER 1/8" ANN
/ 201 STAINLESS STEEL
/ DESICCANT FILLED
/ BY CARDINAL
x / EXTERIOR
INTERIOR
Q / 5/8" BITE
6" MAX DOW 995 n SETTING BLOCK
SEALANT GLAZING DETAIL 1281 1-001 10 BY LAMATEK
ECO PVC 85 DUROMETER
SL 5100 i DH 5275
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING SIGNED:1212712017
t70.OPSF LARGE VIWIN TECH WINDOWS AND DOORS �5 11111�10���i
MISSILE IMPACT 2400 IRVIN COBB DRIVE ``�J� R- L
52'X75'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS PADUCAH, KY 42003 \r•• CENBF'9J+''�
FRAME AREA DOES NOT EXCEED 27.I FT1
SHORELINE DOUBLE HUNG WINDOW 5100 *• py s� W=
52" X 75" IMPACT HVHZ ( lc
ELEVATION ', STATE OF
DRAWN: DWG NO. REV •'c[pR1pP•
R.L. 08-00206 E /��`S80
SCALE NTS DATE 07/25/07 SHEET OF 8 � /1NA`I0�\�
L.ROBERTO LOMAS P.E.1432 WOODFORD RD LEMSVILLE,NC 27023 OTOS P.E.
FL LUIS R. L 62514
434-MS-0609 Aloma gldbmaspe.wm
41
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING E REVISED PER NEW REQUIREMENTS 12/26/17 R.L.'
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE SEALANT 1 1/4" MIN. 1/4" MAX.
Q
EMBEDMENT SHIM SPACE
#10 WOOD SCREW
INTERIOR
O 0 1/2" MIN.
EDGE DISTANCE !❑ O
#10 WOOD !
SCREW C� !❑ O
WOOD FRAMING pgpnn
t OR 2X BUCK
INTERIOR BY OTHERS o
I BACKER ROD
EXTERIOR
& APPROVED
SEALANT EXTERIOR
JAMB INSTALLATION DETAIL
I WOOD FRAMING OR 2X BUCK INSTALLATION
I O
SILL TO BE SET
IN A BED OF
ElAPPROVED SEALANT
BACKER ROD a
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
WOOD FRAMING NOTSHOWN FOR CLARITY.
OR 2X BUCK 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1212712017
VERTICAL CROSS SECTION VIWIN TECH WINDOWS AND DOORS \��01R Z l//-
WOOD FRAMING OR2XBUCKINSTALLATION 2400 IRVIN COBB DRIVE \��J\�?,. ��9//�,
PADUCAH. KY 42003 `\,••v�GEA1,9% p��
SHORELINE DOUBLE HUNG WINDOW 5100 *M- TATE
5 *lzz
SINX 75" IMPACT DETAILS
INSTALLATION DETAILS ��p• OF
�O.c�•�i� P `
DRAWN: DWG N0. REV �s CORID-ON'
SALE DATE 08 500T206 E //7�S�ONA1`�!,\\\
NTS 07/25/07 3 OF 8
L.ROBERTO LOMAS P.E. P.E.
P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 LDIS R.FL No L as
434-088-0609 A/omas@lAomwpe.wm
REVISIONS
3/4" MIN Rom' DESCRIPTION DATE APPROVED
EDGE DISTANCE E REVISED PER NEW REOUIREMENTS 12/26/17 R.L.
1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS
APPROVED
SEALANT a� 1/4" MAX.
SHIM SPACE
S OR
SELF DRILLING
LLING INTERIOR
SCREW 0
Q 3/4" MIN. ❑ C�
EDGE DISTANCE
0
0
❑ 0
0o O #10 SMS OR
SELF DRILLING
EXTERIOR INTERIOR SCREWS o
I e o o O METAL
STRUCTURE BACKER ROD EXTERIOR
BY OTHERS & APPROVED
SEALANT
I JAMB INSTALLATION DETAIL
O METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
ElAPPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE NOTES:
METAL 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
STRUCTURE�� NOT SHOWN FOR CLARITY.
BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1212712017
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION VIWIN TECH
WINDOWS
A D DOORS `\`\�\5 R►I!Cl�
2400 I N COBB
PADUCAH, KY 42003 v•��G�Ns�,"9 G
'p '
SHORELINE DOUBLE HUNG WINDOW 5100 Z: V- TAfP0
5 IN X L75"LA IMPACT HVHZINSTALLATION DETAILS ��0F
DRAWN: DWG NO. REV / •��
R.L. 08-00206 E ��FSs. OR1�t
SCALE NTS DATE 07/25/07 SHEET OF 8 /Tj11NAil0���,
L.ROBERTO LOMAS P.E. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL No L 62514
434-688-0609 r0oma cMIrlomaspe.mm
Ar
2 1/2" MIN. REMSIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY _ E REVISED PER NEW REQUIREMENTS 12/26/17 R.L.•
BY OTHERS n <
° 1 1/4" MIN.
OPTIONAL 1 X BUCK " ^ ° ° a. EMBEDMENT
SEE NOTES 3 — 7 1 1/4" MIN. 1IM MAX.
SHEET 1 � EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
BY OTHERS ° 9
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT Q SHIM SPACE
OPTIONAL 1X BUCK
❑ SEE NOTES 3 — 7
3/16" TAPCON SHEET 1
OO INTERIOR
3/16" TAPCONEl
v • O
EXTERIOR
Q
MIN. C�
INTERIOR EDGE
1 o Q O 0 DISTANCE v
11 b
BACKER ROD EXTERIOR
& APPROVED
SEALANT
I
O JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETE/MASONRYINSTALLATION
BACKER ROD IN A BED OF
& APPROVED APPROVED SEALANT NOTES.
SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK 1/4" MAX. NOT SHOWN FOR CLARITY.SEE NOTE 3 — 7 SHIM SPACE 2. PERIMETER AND JOINTSEALANTBY OTHERS TOBE
SHEET 1 DESIGNED IN ACCORDANCEWITHASTME2112
SIGNED: 1212712017
CONCRETES MOTOHENRYRS . VIWIN 2400 IRVTECH I NDCOOBB WS AND DOORS1o�ii���
a ° ° PADUCAH, KY 42003 v •�C�Ns 9'�'��G
P 4 SHORELINE DOUBLE HUNG WINDOW 5100 *4, -TAT
p *=
.a: ° 52" X 75" IMPACT HVHZ
INSTALLATION DETAILS
°• ��o
VERTICAL CROSS SECTION DRAWN: DWG N0. REV ' ';CORIOP'
CONCRETE/MASONRY INSTALLATION s• G t�
SALE DATE OB SOOE206 E //7S1Q�A110�\\�
NTS 07/25/07 5 OF 8
L ROBERTO LOMAS P.E. P.E.
P
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.:Luis R. Lomas as
434{8"609 AlomaV-&ffb=spe wm -
1/2" MIN. REVISIONS
WOOD FRAMING OR 2X BUCK EDGE DISTANCE REV DESCRIPTION DATE APPROVED
BY OTHERS E REVISED PER NEW REQUIREMENTS 12/26/17 R.L.
BACKER ROD 1 1/4" MIN.
& APPROVED EMBEDMENT
SEALANT
MAX.
� SHIM
SPACE 1 1/4" MIN. 1/4" MAX.
a EMBEDMENT r SHIM SPACE
#10 WOOD SCREW
WOOD FRAMING INTERIOR
O O OR 2X BUCK
BY OTHERS
#10 WOOD
SCREW C�
1/2" MIN. o
EDGE DISTANCE
0� O INTERIOR T- 0 C�
Q BACKER ROD -
& APPROVED
EXTERIOR I SEALANT
I -
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
I O
SILL TO BE SET
O IN A BED OF
❑ APPROVED SEALANT
1/4" MAX.
O SHIM SPACE NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BACKER ROD DESIGNED INACCORDANCE WITHASTME2112
& APPROVED SIGNED:12/27/2017
SEALANT
TECH
WOOD FRAMING
OR 2X BUCK WOODEFRT ICAL OR 2X SECTION
vIWIN 2400PAD IRVI WINDOWS
DRIVE
DOORS \``��J�S�RENI-4f /�'
BY OTHERS `V,•���+ SF•cP
SHORELINE DOUBLE HUNG WINDOW 5100 *• 451 *7�
5 N X A IMPACT HVHZ I
NSTALLLLATION DETAILS ��o• TAT OF 144
�'-
DRAWN: DWG NO. REV / P •'P\
R.L. 08-00206 E �11�sS
SCALE NTS DATE 07/25/07 SHEE T 6 OF 8 // ,OA
L.ROBERTO LOMAS P.E.1432 WOODFORD RD LEWISVILLE,NC 27023 LDIS R. Lomas P.E.
. L 62514
434-688-0609 AlomasLaalrlomaspe.com FL
REVISIONS
3/4" MIN REV DESCRIPTION DATE APPROVED
METAL 17 R.L.-
EDGE DISTANCE E REVISED PER NEW REQUIREMENTS 12 26
STRUCTURE / /
BY OTHERS
1/4" MAX.
APPROVED SHIM SPACE
SEALANT
Q� 1/4" MAX.
SHIM SPACE
� #10 SMS OR
SELF DRILLING
O O SCREW
#10 SMS OR
SELF DRILLING INTERIOR
SCREWS 0
O O
EXTERIOR 3/4" MIN. o
EDGE DISTANCE f�
o� o
O O 0 STRU METAL
STRUCTURE o
I INTERIOR BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT
0 SILL TO BE SET JAMB INSTALLATION DETAIL
O IN A BED OF METAL STRUCTURE INSTALLATION
APPROVED SEALANT
El
Q 1/4" MAX. NOTES.,
SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BACKER ROD DESIGNED INACCORDANCE WITHASTME2112
& APPROVED SIGNED:1212712017
SEALANT METAL VERTICAL CROSS SECTION VIWIN TECH WINDOWS AND DOORS
STRUCTURE
METAL STRUCTURE INSTALLATION 2400
IRVIN K COBB DRIVE
```J`5.RENO
OTHERS
BY
SHORELINE DOUBLE HUNG WINDOW 5100 M_ TATkt0"F *,
S X 75" IMPACT
INSTALLATION DETAILS
DRAWN: DWG N0. REV t►S;�CORIDQ'
OS
SCALE DATE SHEET E
NA11E?\���
NTS 07/25/07 7 OF 8
L.ROBERTO LOMAS P.E.mas P.E.
P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL No L as
434-686-0609 rllo@lAomaVe.com
REVISIONS
2 MIN.
CONCRETE/MASONRY EDGE/DISTANCE REV DESCRIPTION DATE APPROVED
I --
BY OTHERS E REVISED PER NEW REQUIREMENTS 12/26/17 R.L.
1 1/4" MIN.
EMBEDMENT 1 1/4" MIN. 1/4" MAX,
OPTIONAL 1X BUCK EMBEDMENT SHIM SPACE
SEE NOTES 3 — 7
SHEET 1 CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
1/7 MAX�� SHEET 1
BACKER ROD SHIM SPACE
& APPROVED
SEALANT
❑ 3/16" TAPCON
3/16- TAPCON
INTERIO
0
EXTERIOR
2 1/2" MIN.
E
0= EDGE DISTANCE
INTERIOR BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRYINSTALLATION
SILL TO BE SET
El IN A BED OF
APPROVED SEALANT NOTES:
1, INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4" MAX. NOT SHOWN FOR CLARITY.
BACKER ROD SHIM SPACE 2. PERIMETER AND JOINT SEALANT By OTHERS TO BE
& APPROVED C DESIGNED IN ACCORDANCE WITH ASTM E2112
SEALANT SIGNED:1212712017
t VIWIN TECH WINDOWS AND DOORS \01111111///z
It-U 2400 IRVIN COBB DRIVE 'L 0
PADUCAH, KY 42003
'4
OPTIONAL 1X BUCK 44 4 �g
SHORELINE DOUBLE HUNG WINDOW 5100 0 95v
.
SEE NOTE 3 — 7 '4 52" X 75" IMPACT HVHZ
SHEET 1 :::-p FATE DETAILS OF
REV
VERTICAL CROSS SECTION DRAWN: DWG NO.
z
CONCRETE/MASONRY 08-00206 E
BY OTHERS CONCRETEIMASONRY INSTALLATION R.L. ,,OAIAI-\\V\
TALE NTS -r 07/25/07 SHEET 8 OF 8
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEMSIVILLE,NC 27023 FL No.: 62514
434-M-0609
6/29/2020 Florida Building Code Online
}
$ !
BCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I' Contact Us BCIS Site Map I Links Search
FI da
.ijProduct Approval
K USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
« FL# 11-17273-112"'
Application Type Revision,'
Code Version C417'p
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 ALL WORK SHALL CO�� PLY WITH P�tEVPr�UN1 0
Paducah, KY 420(dODES FLORIDA BUILDING CODE,
(270)538-4431 NAL ELECTRIC CODE,
swheeler@viwintJ99AQ
AND THE CITY OF ZEPHYRHILLS
Quality Assurance Representative Ronnie Williams ORDINANCES
Address/Phone/Emall 2400 Irvin Cobb Dr0��
Paducah,KY 42003 REVIEW DATE
(270) 538-4437 VYR'g LLS'
rilliams@viwintech.com PLAN
OF �Epl-
A EXAmNER
Category -Windows..
Subcategory Muflions--'
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
;.
C Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J.Amoruso, P.E.
Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Steven M. Urich,PE
J Validation Checklist-Hardcopy Received
Certificate of Independence FL17273 R2 COI FLCOI.ldf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvOQpGQvtVmPazppzaskfidJYIfKY2H4GR%2f474U6YL2iA%3d%3d 1/2
6/29/2020 Florida Building Code Online
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 Shorel_lne--3�'-Impact-lvullion Mull-1.5"x-Y-Heavy Aluminum with clips.Vertical,T and
-Horizontal-conhgurat'16ris
Limits of Use Installation Instructions -------
Approved for use in HVHZ: No FL17273 R2 11 08-00237C.Of
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.pd
Design Pressure Tables. Created by Independent Third Party:Yes
F-0-EkI Next
-7,
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.CQpyflght 2007-2013 State of Florida.::Privagy,Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850,487.1395.-Pursuant to Section 455.275(l),
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,AS.,please click here.
Product Approval Accepts:
M RWF*�' FMA ER M
Credit Card
Safe
https://floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqvOQpGQvtVmPazppzaskfidJYIfKY2H4GR%2f474U6YL2!A�/a3d%3d 212
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
VIWINTECH WINDOWS AND DOORSto
PADUCAH,VIKYCOBB 42003 R0588 `��J�S\GENS::f
SHORELINE 3" IMPACT MULLION *• 0,,895 tF
VERTICAL AND HORIZONTAL
NOTES ` STATE OF �=
TABLE OF CONTENTS i�.t����' Q •
DRAWN. DWG N0. REV •
�QRIT G,\
SHEET N0. DESCRIPTION RALE DATE 08 SOOE237 C /7 �NA11��
1 VERTICAL MULLION ELEVATION AND GENERAL NOTES NTS 09/05/07 1 OF 5
2 HORIZONTAL VERTICAL/HORIZONTAL MULLION ELEVATION L.ROBERTOLOMASP.E T432 WOODFORD RD LEWISVILLE� LU15 R. Lomas P.E.
NC27023 FL NO as
3 B.O.M. COMPONENTS AND INSTALLATION DETAILS 434-666-0609 dfb.a @ldcm pe.wm
73 7/8" MAX. O.A. WIDTH REVISIONS
REV DESCRIPRON DATE APPROVED
W1 W2 C REVISED PER NEW REOUIREMENTS 01/12/18 R.L.
SINGLE WINDOW WIDTH SINGLE WINDOW WIDTH
6" SEE DETAIL A
MAX.
MULLION
SPAN
(WINDOW
HEIGHT)
I
9" MAX.
O.C.
DESIGN PRESSURE TABLE INSTRUCTIONS:
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(pso H1 + H2
positive and negative TRIBUTARY HEIGHT= 2
Mullion Tributary width(in)
Man(in) 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00
5ZOO 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:01/12/2018
60.00 65.5 63.2 61.1 59.4 57.9 56.7 55.6 54.8 54.1
6200 58.8 56.6 54.7 1 53.1 51.7 50.5 1 49.5 48.6 47.9 VIWINTECH WINDOWS AND DOORS 0«((_Illiii
66.00 47.9 46.0 44.4 43.0 41.8 40.7 d22.5
8.9 8.2 2400 IRVIN COBB DRIVE
\�J�S R.���jZ��/�
PADUCAH, KY 42003-0588 ram. E/Vs•:9��i�
68.00 43.5 41.8 40.2 38.9 37.8 36.7 35.1 34.4 = �, F
70.00 39.6 38.0 36.6 35.3 34.3 33.3 31.7 31.1 SHORELINE 3" IMPACT MULLION *• p
7200 36.2 34.7 8.4 32.2 31.2 30.3 28.8 28.2 VERTICAL AND HORIZONTAL .`_
44,2
74.00 33.1 31.7 30.5 29.4 28.5 27.6 26.2 25.6 VERTICAL ELEVATION ��D• TAT OF ;��
76.00 30.4 29.1 28.0 27.0 26.1 25.3 23.9 23.4 �,p••,C 4, .�46
78.00 28.0 26.8 25.7 24.8 24.0 23.221.3 1 21.9 21.4 DRAWN: Dwc No. REV �4FS•`0R10•CGS
80.00Large and Small Missile Impact.Level D,wind Zone and HVHZ 19 7 R.L.AE NTS DATE 09/05/07 08 SHEET 27 OF 5 C //j11NA 110?
L.ROBERTO LOMAS P.E. P OToS LUIS R. L .E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL NO as
434-688-0609 Aloma$Cdlrlomaspe.wm
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"
MAX. SEE
DETAIL B
H1
(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. L
6" INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
MAX. SPAN AND TRIBUTARY HEIGHT 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.
Sj"
I� 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 34.00 136.00 138.00 40.00 42.00 44.00 46.00 48.00 50.00
30.00 96.6 1 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
ECH
WS
42.00 94.6 79.7 64.3 52.3 43.1 35.8 30.2 25.7 22.1 VIWINTz400 IRvND�oee DRDEDOORS ``�x�\5 R-'L0�ii���
44.00 94.6 79.7 1 64.3 52.3 43.1 35.8 30.0 25.5 21.8 PADUCAH, KY 42003-0588 v••�GENS
46.00 94.6 1 79.7 64.3 52.3 43.1 35.8 29.9 25.3 21.6 SHORELINE 3" IMPACT MULLION *• �p
48.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.5
50.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 VERTICAL AND HORIZONTAL ¢=
��
52 00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 T MULLION ELEVATION 'i0?; TAT OF
54.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 DRAWN: DWG NO. REV ���•.1IlpRl��:•�
56.00 94.6 79.7 64.3 52.3 1 43.1 35.8 29.9 25.2 21.4 R.L. 08-00237 C
58.00 1.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 SCALE DATE SHEET ,/�//ONAIL
60.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 NTS 09/05/07 3 OF 5
62.00 94.6 79.7 164.3 1 52.3 43.1 35.8 1 29.9 1 25.2 21.4 L.ROBERTO LOMAS RE Luis R. Lomas P.E.
Large and Small Missile Impact Level D,wind Zone and HVHZ f434 WOO-0609 dt L as@lrl masLLE,NC2m FL No.: 62514
434-688-0609 rllnmas0la/rfomaspe.crom
REVISIONS
MULLION SPAN REV DESCRIPTION DATE APPROVED
C REVISED PER NEW REQUIREMENTS 01/12/18 R.L.
SEE H2
DETAIL B 9.. MAX. (TRANSOM
O.C. HEIGHT)
6"
MAX. SEE
// DETAIL B
H1
(WINDOW / DESIGN
DEFINEPRESSURE
REQU RED DESIGNINSTRUCTIONS:
HEIGHT) 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.
3. LOCATE MULLION SPAN AND TRIBUTARY HEIGHT. AT THE
INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY HEIGHT 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.
3"IMPACT MULLION
HORIZONTAL TRIBUTARY HEIGHT= H1 + H2
2
Chart 93
Design pressure rating(pso
positive and negative
Tributary Mullion span(in)
height 34.00 36.00 138.00 40.00 142.00 144.00 46.00 148.00 1 50.00
30.00 96.6 82.6 1 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
38.00 94.6 79.7 64.3 52.5 43.6 36.6 31.1 26.7 23.1 SIGNED:0111212018
40.00 94.6 79.7 64.3 52.3 43.2 36.1 30.6 26.1 22.6
VIWINTECH WINDOWS
44.00 94.6 79.7 64.3 52.3 43.1 35.8 30.0 25.5 21.8 2400 RVINCOBB DRIVE
`V
�R!I�LI�
46.00 94.6 79.7 64.3 52.3 43.1 1 35.8 29.9 25.3 21.6 PADUCAH, KY 42003-0588 .•�pEIVS :9'�'��
48.00 94.6 79.7 64.3 52.3 43.1 1 35.8 29.9 25.2 21.5
F•
50.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 1 25.2 21.4 SHORELINE 3" IMPACT MULLION *• 0 51 *s
52.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 VERTICAL AND HORIZONTAL
54.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 HORIZONTAL MULLION ELEVATION 0.. E OF
56.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 DRAWN: DWG N0. REV �i'� •'cCQR�OP•
�iFS••...• C�
♦ \
60.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 $ALE DAZE 08 500237
62.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4
NTS 09/05/07 4 OF 5
Large and Small Missile Impact Level D,wind Zone and HVHZ L.R08ERTO LOAMSP.E. LOTS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: as a
434-688-0609 r9omasCd6/omasp9.wm
c
PARTS LIST MIN. EDGE REVISIONS
NO. PART NUMBER DESCRIPTION SUBSTRATE DISTANCE SEE REv DESCRIPTION DATE lTPROVED
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 r����/�/i�fr��/�jrij� r/i�r FOR ANCHOR TYPE
SEE NOTES
FOR MIN. EMS.
2 ANCHORING NOTES:
1.375"
1 1) FOR ANCHORING INTO MASONRY USE 3/16" TAPCONS WITH SUFFICIENT
.15" � 1.075" #10 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.
TOP AND BOTTOM CLIP INSTALLATION 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.
fF6�OR MIN. EMS.
3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING
.625" SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF
THREE THREADS PAST THE MULLION WALL WITH 1/2" MINIMUM EDGE
� DISTANCE. LOCATE SCREWS AS SHOWN IN ELEVATIONS AND INSTALLATION
SEE NOTES FOR#10 TEK SCREWS � DETAILS.
�� ANCHOR TYPEO3"IMPACTMULLION �` 4) FOR ATTACHING VERTICAL MULLION TO HORIZONTAL MULLION USE #10 TEK
16063-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
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 1
SIGNED:01/12/2018
VIWINTzaoo RvCH ND0WS IN oe8 DRDEDOORS `\\\ S R��LI0�ii,/�
PADUCAH, KY 42003-0588 �� `� cEN' 9
3.125" v;,�\
2 1 SHORELINE 3" IMPACT MULLION *• 0 9t."
VERTICAL AND HORIZONTAL7 —
INSTALLATION DETAILS � ��
L .125"
#10 TEK SCREWS �70, TAT OF. 'gjz
DRAWN: DWG NO. REV ��0��•,'��•1pRl�Q;�'\ \�
DETAIL C R.L. 08-00237 C
HORIZONTAL AND VERTICAL MULLION SCALE DATE SHEET
OCLIP NTS 0L. OS L. TO 5 OF 5
2 INTERSECTION CLIP INSTALLATION / /
sO63-T6ALUMINUM LOMAS P.E.
1432WOODFORDRDD LEWIS VILLE,NC27023 Luis R. Lamas P.E.
434-666-0609 nlomas@ldomaspe.mm FL No.: 62514