HomeMy WebLinkAboutBuilding Permit Application (2) 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 emaits
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 dick here.
Product Approval Accepts:
Ran M 99
Credit Card
Safe
REMSIONS
REV DESCRIPMON DATE APPROVED
A REVISED PER NEW CODE 12/04/14 R.L.
36" MAX FRAME WIDTH —8 REVISED ANCHORS 03/16/17 R-1
36" MAX FRAME WIDTH 9.
6" MAX. MAX.12O.C, r--r MAX D.C.
I MAX NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
6" MAX. REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
-Tf TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
X3.3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
9. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
—12' MAX MAX D.C. jj
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
D.C. ENGINEER OF RECORD,
4. FRAME MATERIAL: EXTRUDED RIGID PVC.
6', 5. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS
F MAX.E 66" 6. APPROVED IMPACT PROTECTIVE SYSTEM IS-NOT-HEQU= FOR THIS PRODUCT IN WIND
HEIGHT MAX BORNE DEBRIS REGIONS.
FRAME 7. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
HEIGHT SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
8. FOR ANCHORING 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.
9. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10.FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
OCEAN LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
VIEW DOUBLE HUNG WINDOW OCEANVIEW DOUBLE HUNG WINDOW 11. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW:'
DESIGN PRESSURE RATING IMPACTRATING A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0,42
LARGEANDSMALL B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
±50PSF MISSILEIMPACT C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM
MISSILE LEVEL D,WIND ZONE 3
SIGNED:0311712017
�X%1111111/ I
VIWINCO INC.
�N% to
P.O. BOX 499
MORGANTOWN, PA 19543
0"
OCEANVIEW IMPACT DOUBLE HUNG WINDOW : 4
36" X 66" =-,a
ELEVATION & NOTES i'wo
701110V
TABLE OF CONTENTS DRAWN: o'
DwG NO.
SHEET NO. DESCRIPTION A.S. 08-4ZONA L
1 ELEVATION, ANCHORING AND NOTES S—NTS JDATE 03/05/12 sH-1 OF 6 11111110
I
2 B.O.M., CROSS SECTIONS & GLAZING DETAIL L ROBERTO LOU4S P.E. Luis R. Lomas P.E.
1432 W000FORD RD LEWISVILLE,NC27023 FL No.: 62514
3 - 6 INSTALLATION DETAILS 434-688-0609 dl0MaS@ld0M8SP6.00M
Ad?L
PARTS LIST
RENSIONS
NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 ID D REV DESCRIrnoN DATE I APPRDVm
1 8910 HEAD Deceuninck PVC III 1111 A REVISED PER NEW CODE 12/04/14 R.L. i
2 8911 SILL Deceuninck PVC l]� B REVISED ANCHORS 03/16/17 R.L.
3 8912 JAMB w/SCREEN NUB Deceuninck PVC
4 8913 JAMB w/o SCREEN NUB Deceuninck PVC 7 31
5 6609 SILL INTERLOCK Minalex ALUMINUM 6105—T5 21 4 24 13 25 3 t
6 5142 SILL LEG Deceuninck PVC 11
7 6598 HEAD BULB SEAL Amesbury PVC INTERIOR 20
8 3515 WEATHER STRIPPING — SILL LEG UltraFab WOOL PILE 29 23 22 30 19 ❑� �Ohl
9 7531 SASH STOP Central Plastics PVC 18
�!
10 15303 SASH UFT RAIL BTM Deceuninck PVC 15 0 °
i
11 5304 SASH UFT RAIL TOP Deceuninck PVC EXTERIO 0 INTERIOR o� of 1
12 5307 STILES —TOP SASH Deceuninck PVC
0 0
13 5306STILES — BTM SASH Deceuninck PVC 34 14
O❑
14 5308 LOCK RAIL Deceuninck PVC 36 p
15 5309 KEEPER RAILDeceuninck PVC 27 28 EXTERIO 0
L20
5146 BULB SEAL Deceuninck PVC
10 HORIZONTAL SECTION 12
f,
5144 GLAZING BEAD Deceuninck PVC 17 32 12 I
6608H BARNEY BOLT Pennex ALUMINUM 6105—T5 15/16"
35
8600 BARNEY SLIDE BOLT Four—Jaks NYLON 8
1/8" ANN. i
8625 BOTTOM BURON Four—Jaks PVC 16 6 1/8" TEMP.
1/8" ANN..090" PVB BY KURARAY
21 8630 TOP BUTTON Four—laks PVC DESICCANT FILLED
22 8650 CAM LOCK W/LUG Four—Jaks DIE CASE ❑ 5
I
23 8670 KEEPER Four—laks DIE CAST ❑ STAINLESS STEEL SPACER(SU—D)
EXTERIOR INTERIOR
24 8718 BALANCE SPRING AS Four—Jaks STAINLESS STEEL 33 2 1/2" BITE 11
25 8750 PIVOT BAR Four—Jaks DIE CAST VERTICAL SECTION E<
26 8121 NITE LOCK Romai PE STRUCTURAL SEALANT
SETTING BLOCK DOW INSTAGLAZE `
27 7240T SETTING BLOCKS TB Philly VINYL j
28 3462 SIUCONE DOW (TB PHILLY) SILICONE GLAZING DETAIL
29 3715W KEEPER SCREW FH #6 (#5 H) X 1' Merchants STAINLESS i
30 371OW LOOK SCREW FH #6 X 1' Merchants STAINLESS All SIGNED:03/17/2017
31 3707 BALANCE COVER SCREW FH6X1-1/4' Merchants STAINLESS32 3738 PIVOTBAR SIDE SCREW FH #5 X 3/8 Merchants STAINLESSFIO{NDO 499' �\Ns R tp33 3732 PIVOT BAT BTM SCREW PH#6X3/8 Merchants STAINLESS MORGANTOWN, PA 19543J34 4195 SCREEN RAL Leading Edge ALUMINUM 6105—T5 a �o OCEANVIEW IMPACT DOUBLE HUNG WINDOW ,7k• 0 61 •9k35 3285 FlBERGLASS SCREEN PHIFER FlBERGtASS SCREEN 36" X 66"36 3260 SPLINE pppA VINYL B.O.M., CROSS SECTIONS & GLAZING DETAIL ,•c. TAT OF37 3245 CORNERS H rade DIE CASsaRAwN. owc Na REV /4`' �O.RY9 A.S. a1E 0801477 B �� NA�1 LIFT TABS Anlin ALUMINUM 6105—T5 scmENTS 03/05/12 2 OF 6
L ROBERTO LOMAS P.E.
OPTIONAL FIN FRAME 1432 WOODFORD RD LEWISVILLE.NC 27023 Lula R. Lomas P.E.
434-688=0609 rllomas@IAomaspe.com FL No.: 62514
i
1/2" MIN. REVISIONS
EDGE DISTANCE REN DESCRIPTION APPROVED DALE
3/4" MIN
WOOD FRAMING METAL EDGE DISTANCE A REVISED PER NEW CODE12/04/14 R.L.
OR 2X BUCK STRUCTURE B REVISED ANCHORS
BY OTHERS 1 1/4" MIN BY OTHERS 03/16/17/t7 R.L.
EMBEDMENT 1/4" MAX.
L- SHIM SPACE INTERIOR
APPROVED a APPROVED
SEALANT SHIM"PCE SEALANT SHIM"PACE EDGE DISTANCE ❑� i o
#8 WOOD
SCREW #8 SMS OR umlo I�
SELF DRILLING
#8 SMS OR SCREWS
SELF DRILLING METAL STRUCTURE O
SCREW BY OTHERS P,
o
APPROVED SEALANT EXTERIOR
0 0 raw JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
{�EXTERIOR L� INTERIOR EXTERIOR INTERIOR 1 1/4" MIN. 1/4" MAX.
EMBEDMENTSHIM SPACE
I r- I ^ INTERIOR
1MIN. GO^
EDGEE D DISTANCE �wERJ o
o
OSILL TO BE SET SILL TO BE SET ON A BED OF ON A BED OF
APPROVED SEALANT APPROVED SEALANT #8 SCREW WOODo
WOOD FRAMING (�
OR 2X BUCK
APPROVED � APPROVED � BY OTHERS
SEALANT oo ❑ 1/4" MAX. SEALANT ao 0 1 4" MAX. APPROVED SEALANT
SHIM SPACE I
SHIM SPACE EXTERIOR.
JAMB INSTALLATION DETAIL
WOOD FRAMING _T METAL WOOD FRAMING OR 2X BUCK INSTALLATION
OR 2X BUCK STRUCTURE
BY OTHERS BY OTHERS SIGNED:03/17/2017
VERTICAL CROSS SECTION P 0 NCO 4BOX 99' \S R I�`L/p��h//
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION ��J�.•''• X19/�
MORGANTOWN, PA 19543 v�• �CENs'. iii 1
WOOD FRAMING OR2XBUCK INSTALLATION OCEANVIEW IMPACT DOUBLE HUNG WINDOW *::�p;;gg,�•••at
36" X 66"
FRAME INSTALLATION DETAILSp� TATE OF w it
NOTES: DRAWN: ONc NO. REN ; �ORIOQ:-A:
1. INTERIOR
NOT SHOWNAND
FOR CLARITY FINISHES,BY OTHERS, Scr+LE NTS DATE 03�05�12 08-01477SHEU 3 OF 6 B !/'�sl11111110 A ?�\\` k
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE I=
DESIGNED INACCORDANCE WITHASTME2112 RoeERro LOMAs P.
1432WOODFORD RD LEWISVILLE,NC27023 FL No.: 625LUIS R. Lomas1P.E.
4 L
434-688.0609 rllomas[1alflomaspe.com i
. h
It
J
I
2 1/2" MIN. REVISIONSEDGE DISTANCE REV DsceianDN DATE �PPRovm
CONCRETE/MASONRY ; A REVISED PER NEW CODE 12/04/14 R.L.
BY OTHERS :'•• a'• ••• • 8 REVISED ANCHORS 03/16/17 R.L.
1 1/4" MIN.
OPTIONAL 1X BUCK ` '• , " "4' d: ' EMBEDMENT1 1/4" MIN.
TO BE PROPERLY
SECURED EMBEDMENT
SEE NOTE 3 SHEEP 1
CONCRETE/MASONRY
❑ BY OTHERS ' •• t
APPROVED
SEALANT 1/4" MAX. OPTIONAL 1X BUCK a 1/4" MAX.
❑ SHIM SPACE TO BE PROPERLY •' SHIM SPACE
SECURED j
SEE NOTE 3 SHEET 1 • i(
3/16" TAPCON c
O3/16" TAPCON
INTERIOR
o y
O
IBM_
EXTERIOR 2 1/2"
INTERIOR MIN.
EDGE
DISTANCE v
Q
APPROVED
SEALANT EXTERIOR
JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETE/MASONRYINSTALLATION
IN A BED OF
APPROVED SEALANT
APPROVED
SEALANT NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK1/4" MAX. NOT SHOWN FOR CLARITY.
r SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
TO BE PROPERLY ❑ I DESIGNED INACCORDANCE WITH ASTM E2112
SECURED LL
SEE NOTE 3 SHEET 1 SIGNED:03/17/2017
CONCRETE/MASONRY VIWINCO INC. ��s1111'Ilrry�
BY OTHERS 'a' '; • , P.O. BOX 499 ����\�s '.
1'.• , a MORGANTOWN, PA 19543 �'J•�.�C`ENsd`9J'��G
°'. ' e OCEANVIEW IMPACT DOUBLE HUNG WINDOW �qT�� 04 By
�•` =1
c FRAME INSTALLATION DETAILS
TAT OF
�0
VERTICAL CROSS SECTION DRAWN: Dwc NO. REV FS;•.,�0RVpP.G�y��
CONCRETEIMASONRYINSTALLATION A.S. �� O6 501477 B �li�S�ONA 11
NTS 03/05/12 4 OF 6
L ROBERTO LOMAS P.E. Lomas P
.E. s
1432 WOODFORD RD LEWISVILLE,NC27023 Lula R.FL NoL62514
434+688.0609 rllomas@lrlomaspe.com a
C
Ar
1 1/4- MIN. REVISIONS
EMBEDMENT REY DESCRIMON DATE APPROVED
#8 WOOD WOOD A REVISED PER NEW CODE 12/04/14 R.L.
SCREW I"
BY OTHERS 9 REVISED ANCHORS 03/16/17 R.L.
1/4" MAX.
SHIM SPACE
7/16- MIN
EDGE DISTANCE
❑� a WOOD FRAMING 1/4- MAX
BY OTHERS SHIM SPACE
#8 WOOD
SCREW INTERIOR
EXTERIOR INTERIOR 1 1 1/4"
MIN.
4
0 EMBEDMENT 0
0 T-
7/16- MIN
EDGE DISTANCE EXTERIOR
JAMB INSTALLATION DETAIL
WOOL)FRAMING OR 2X BUCK INSTALLATION
ig
Ll
Ll 1/4- MAX
ii SHIM SPACE
7/16" MIN A07SIGNED:0311712017
EDGE DISTANCE WINCO INC.
0
#8 WOOD WOOD P.O. BOX 499 \ ...... z
SCREW FRAMING
VI
1 1/4" MIN. BY OTHERS MORGANTOWN, PA 19543 GEN0% (p
EMBEDMENT 0,6126
OCEANVIEW IMPACT DOUBLE HUNG WINDOW
36" X 66" 4:—
VERTICAL CROSS SECTION FIN INSTALLATION DETAILS 4 fAT 'OF *Attz
WOOD FRAMING OR 2X BUCK INSTALLATION
DRAWN- NO. REV
a co
NOTES:
t INTERIOR AND EXTERIOR FINISHES,BYOTHERS, A.S. -T- OB-01477 \�\\
NOTSHOWN FOR CLARITY. Sam, NTS 03/05/12 1 SHEET 5 OF 6 /I/11111101\
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE L FIOSERTO LOMAS P.E.
DESIGNED INACCORDANCE WITHASTM E2112 Luis R. Lomas P.E.
1432 WOODFORD RD LEMSVJLLE,NC 27023 FL No.: 62514
434-08-9609 dtomas@ldomasPe.com
AtL
Ii
F
REVISIONS I
REV DESCRIPTION DAZE APPROVE)
A REVISED PER NEW CODE 12/04/14 R.L.
B REVISED ANCHORS /16" 1L7 R.L.
—+ 17/16" T 1 7/16"
2" T_ 31/8- T 31/8- 1 I i
3/4" NIES 0 I 2" 2" 5/8" 11/4" �ZAA
1 1/8" L�
I1 L I� 11 1 1/4" 13/4"
4 1/16"—_1 I--3 1/4"---I f___ 3 1/4- —I
I----2 1/16" �Rail 5/8 Upper Sash LiFI ;
_ ft ^1 5/8 i
Frame Silt Frame Head Frame Jambs Me
VINYL PVC.069 THICK VINYL PVC.069 THICK VINYL PVC.069 THICK VINYL PVC.059 THICK _Upper Sash VINYL PVC Me THICKeting Rail Lower Sash Meeting Rail
VINYL PVC.059 THICK
t
i
1 3/4"——I —I 1 1/4"
13 0 T
Ur o
1 3/4" 1 7/16 1 7/16"
Frame Sill(Nailing Fin) Frame Head(Nailing Fin) Frame Jambs(Nailing Fin) Lower Sash Lift Rail
VINYL PVC.069 THICK VINYL PVC.069 THICK VINYL PVC.069 THICK Lower Sash Stiles Upper Sash Stiles
VINYL PVC.059 THICK VINYL PVC.059 THICK VINYL PVC.059 THICK
3/8" 7/8" 1/8" 7/16-
r
" I r,cf`� T
15/16" 3/16 1 1/16 5/8" 4—I `
a
9/16"
Sill Riser Reinforcement Glazing Bead Bulb Seal
VINYL PVC:059 THICK Aluminum 6105 T5 Anadized
.060 Thick VINYL PVC.059 THICK VINYL PVC.059 THICK
SIGNED:03/17/2017
VIWINCO INC. \����►►1IIrII���
MORGANTOWNX PA 1 9543ENs'. ��i� II
9
• 4 F• �!
OCEANVIEW IMPACT DOUBLE HUNG WINDOW . * hf
36" X 66" f
COMPONENTS X76.• TAT OF i
DRAWN: DWO N0. 'REV %O •.'Q[ORIOP+• \
A.S. 08-01477 B
scAE NTS JDAIE 03/05/12 SH-6 OF 6
L ROBERTO LOMAS P.E. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,N027023 LU19 R.FL NoL62514
434-688.0609 dlomas@ldomaspe.com
BCIS Home Log In 1 User Registration i Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Unks Search
b
a
USER:Pun lApproval
c User RECEIVED
Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
JAN 10 2019
FL# FL19281-R1
Application Type Affirmation $T. Lucie County, Permitting
Code Version 2017
Application Status Approved
Comments
Archived ❑
FILE Ul%J& m
Product Manufacturer Viwinco Inc.
Address/Phone/Email P.O.Box 499
Morgantown,PA 19543
(610)286-8884
skevgas@viwinco.com
Authorized Signature Scott Kevgas
SKevgas@viwinco.com
Technical Representative Stacia Salada
Address/Phone/Email PO Box 499
Morgantown,PA 19543
(610)286-8105
ssalada@viwinco.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Irmuilions'
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
ASTM E1886 2005
ASTM E1986 2005
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
Product Approval Method Method 1 Option A
Date Submitted 10/03/2017
Date Validated 10/03/2017
Date Pending FBC Approval
Date Approved 10/08/2017
Summary of Products
FL# Model,Number or Name Description
19281.1 OceanView Aluminum Vertical OceanView Aluminum Vertical Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL19281 RI C CAG 464-721CAR pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/24/2019
Design Pressure:N/A Installation Instructions
Other:REFER TO INSTALLATION INSTRUCTIONS FOR FL19281 RI II 08-02884.pdf
DESIGN PRESSURE RATINGS. Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL19281 R1 AE 513697.pdf
Created by Independent Third Party:Yes
19281.2 S-Series/Cambridge Aluminum H/T S-Series/Cambridge Aluminum H/T Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL19281 R1 C CAC 464-705 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/09/2018
Design Pressure:+50/-50 Installation Instructions
Other: EL19281 Ri II 08-02803!L
Verified By: L.Roberto Lomas,P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL19281 R1 AE 513593.pdf
Created by Independent Third Party:Yes
19281.3 S-Series/Cambridge Aluminum S-Series/Cambridge Aluminum Vertical Mullion
Vertical Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL19281 R1 C CAC 464-704 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/09/2018
Design Pressure:+40/-40 Installation Instructions
Other: FL19281 R1 II 08-02806.pdf
Verified By: L.Roberto Lomas,P.E.62514
Created by Independent Third Party.Yes
Evaluation Reports
FL19281 R1 AE 513596.pdf
Created by Independent Third Party:Yes
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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 emaiis
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 dick berg_.
Product Approval Accepts:
ECtie_
C_redit Card.
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT
REQUIREMENTS OF THE FLORIDA BUILDING CODE. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO INSTALLATION DETAILS SHEET 3.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2, FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS SHEET 4.
CALCULATIONS. 8 SMS OR SELF DRILLING SCREWS WITH USE 3. FOR ANCHORING INTO METAL STRUCTURE
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND #
BORNE DEBRIS REGIONS UP TO WIND ZONE 3. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SELF DRILLING SCREWS WITH
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
WINDOWS MUST BE MANUFACTURED BY VIWINCO INC. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL.
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 5. ALL FASTENERS TO BE CORROSION RESISTANT.
8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5
FU=30KSI 1/8" THICK MINIMUM
7. TO ATTACH CLIP TO MULLION USE (2) #8 x 3/4" SELF DRILLING SCREWS PER CLIP.
8. ATTACH MULLION TO WINDOW FRAME USING #8 X 3/4" SELF DRILLING SCREWS LOCATED 1"
FROM EACH END AND 8" MAX. O.C. THEREAFTER.
SIGNED:03/02/2016
INC
MORGANTOWN UI �
BUSINESS P.O. BOX 499 NN��\\S
TABLE OF CONTENTS MORGANTOWN, PA 19543 �;J•��GE'N10,cpm.%
SHEET N0. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION *• p,;g�6�' *_,
IMPACT
1 NOTES NOTES i7'NATE'OF
2 — 3 APPROVED CONFIGURATIONS AND CHARTS DRAWN: DING N0. REV /�,t�••'� P•-
4 7 6 INSTALLATION COMPONENTS DETAILS 08-02884
scANTS DATE 03/1./16 502
t_E E"
0F 7 10�Ip1L'EaG`\\�
120 1/2" 120 1/2" 120 1/2" REVISIONS
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
REV DESCRIPTION GATE APPROVED
W1--{� W2 W1--{�W2 W1--{ W2
120" WINDOW /f WINDOW J / WINDOW
FRAME
HEIGHT WINDO/I [EWIND70MWINDOW , INDO !!! /
/
WINDOW
(MULLION(MULLION
SPA
11
wl ��Wz W1 --{� W2L:-COMBINED
W1 -4- W2
120 1/2" 120 1/2" 120 1/2"
COMBINED WIDTH COMBINED WIDTH WIDTH
120 1/2" 120 1/2" 1211 1/2"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1 W2 W1 W2 w1-jr w2
DESIGN PRESSURE TABLE INSTRUCTIONS:
DOW 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
120° �� //� CHAPTER 16.
FRAME WINDOW 1NINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
HEIGHT WINDOW WINDOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
(MULLION WIDTH.
SPAN) // �� �� /l l 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
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
APPROVED CONFIGURATIONS MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
Design pmssure ratio
Mullion Tributary width in) TRIBUTARY WIDTH = W1 + W2
span in 24,00 30.00 36.00 42:00 48.00 54.00 60.00
2
24.00 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0
30.00 120.0 120.01 120.0 120.0 120,0 120.0 120.0
36.00 120.0 120.01 120.0 120.0 120.0 120.0 120.0
42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
54.00 120.0 120.0 120.0 119.8 115.3 113.9 113.9
60.00 120.0 120.0 109.8 101.3 ,96.1 93.2 92.2
66.00 120.0 108.5 96.1 87.8 82.3 78.B 76.8
72.00 115.3 87.1 85.4 77.5 71.0 66.2 62.9 SIGNED:03/02/2016
78.00 104.8 86.7 74.0 65.2 59.0 54.5 51.3
64.00 85.0 69.3 59.1 52.1 47.1 43.5 40.8 VIWINCO, INC
90.00 68.8 56.0 47.6 41.8 37.6 34.5 32.2 1 MORGANTOWN BUSINESS PARK P.O. BOX 499 '\'$•R..,L
96.00 56.5 45.9 38.9 34.1 30.5 27.9 25.9 MORGANTOWN, PA 19543 •9cp
102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2 OCEAN VIEW ALUMINUM VERTICAL MULLION ;_*� X0„ 6 •.fit
108.00 39.5 31.9 27.0 23.5 21.0 19.1 17.6 (fir
114.00 33.5 27.1 22.8 19.9 17,7 16.0 IMPACT
120.00 28.7 1 23.2 19.5 16.9 15.1 - APPROVED CONFIGURATIONS
�o, TAT I
IMPACT RATED UP TO WIND ZONE 3 DRAWN: DWG No. REv �'�F•,;�[ORIOP•Com`
08
SCAI E NTS DATE 03/1/7 6 SO"�T 240E 7
120 1/2" REVISIONS
COMBINED WIDTH
REV DESCRIPTION DATE APPROVED
w1-{�w2
T.
TRANSOM TRANSOM TRANSOM TRANSOM Maximum design pressure chart(pso
HEIGHT Units with 30"transom
Height(In) Tribute width In
FRAME Window Transom 24.00 30.00 136.00 42.00 48.00 '64.00 60.00
HEIGHT 36.00 30.00 108.9 90.3 77.8 68.6 61.4 55.5 50.6
(MULLION 42.00 30.00 90.0 74.4 (q.0 56.5 50.7 46.0 42.1
WINDOW WINDOW WINDOW. .WINDOW SPAN) 48.00 30:00 75.5 62.2 53.4 47.1 42.4 38.6 35.5
HEIGHT 54.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6_ 30.1
60.00 30.00 55:0 45.2 38.6 34.0 30.5 27.8 25.7
66.00 30.00 47.6 39.1 33.4 29.3 26.3 24.0 22.1
72.00 30:00 . 41.6 34.1 1 29.1 25.5 1 22.9 1 20.8 19.2
78.00 30.00 . 35.0 28.6 1 24.4 -2-1-.3-7-1-9-.1-1 17.4 16.0
84.00 30.00 29.4 24A 20.4 17.9 1 16.0
W, W2 IMPACT RATED UP TO WIND ZONE 3
120 1/2" Maximum design pressure chart(pso
COMBINED WIDTH Units with 36"transom
VX CONFIGURATION Height(in) Tributary width(In) DESIGN PRESSURE TABLE INSTRUCTIONS:
Window Transom 24;00 30.00 36.00 42.00 48.00 64.00. 60:00 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
36.00 36.00 90.6 74.9 64.5 . 56.9 50.9 46.0 42.0 CHAPTER 16.
42.00 .36.00 76.4 62:9 54.0 47.7 42.8 38.8 35.4 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
Maximum design pressure chart(pst) 48.00 36.00 65.1 53.5 45.8 40.4 36.2 32.9 30.2 PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
Units with 18"transom WIDTH.
Height(in) Tribute width in 54.00 36.00 56.0 46.0 39.3 34.6 31.0 28.2 25.9 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 22.4 THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
36.00 18.00 150.0 136.8 119.0' 106.0 95.5 86.9 7g,7 66.00 36:00 42.5 34.8 29.7 26.1 23.3 21.2 19.5 MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
42.00 18.00 128.9 107.3 93.2 83:3 75.7 69.3 64.0 72:00 36A0 36.2 29.5 25.1 21.9 19.5 17.7 16.3 MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
48.00 18.00 .103.8 86.2 74.7 66.6 60.7 56.0 52.0 78.00 36.00 30.4 24.7 21.0 18.3 18.4 - MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
84.00 36.00 25.7 20.9 1 17.8 1 15.5 - PRESSURE OBTAINED IN STEP 1.
54.00 18,00 85.2 70.6 61.0 54.3 49.3 45.6 42:6 1 IMPACT RATED UP TO WIND ZONE 3
60.00 18.00 71.1 58.8 50.7 45:0 40.M37.735.2
66.00 18.00 60.2 49.7 42.8 37.9 34. W1 + W2
72.00 18.00 51.6 42,5 36.5 32.3 29: TRIBUTARY WIDTH = 2
78.00 18.00 44.7 36.8 31.5 27.8 25:84.00 18.00 38.7 31.8 27.3 24.1 21.
IMPACT RATED UP TO WIND ZONE 3
Maximum design pressure chart ipso
Units with 24"transom
Height(in) Tributary width(in)
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 SIGNED:03/02/2016
36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4
42.00 24.00 107.2 88.8 76.6 67.9 61.2 55.7 51.148.00 24.00 813.2 7Z9 62.8 55.5 VIWINCO INC
54.00 24.00 73.7 60.8 52.3 46.2 4�7 38.2 35.4 MORGANTOMORGANTOWN 'PAR 19543 BOX 499 `\CJ's
60.00 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 V \OENs�'9di�
66.0024.00 53.5 44.0 37.7 33 2 29:9 27.4 25:4
OCEAN VIEW ALUMINUM VERTICAL MULLION k• 0„g,26. �t
7200 24.00 46.3 38.0 32.5 .288 25.7 23.5 21.8 . _
78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 IMPACT
84.00 24.00 33.6 27.6 23.5 20.7 18.6 17.0 15.7 APPROVED CONFIGURATIONS
IMPACT RATED UP TO WIND ZONE 3 DRAWN: OWG NO, REV �••.(pR10?^\ �
_ ✓/lis ;..•: G\�
s NTS DATE 03/1/16 08 50340F 7
MULLION COVER WINDOW FRAME REVISIONS
MULLION REFERENCE ONLY REV DESCRIPTION DATE APPROVED
D � O
tl co
CLIP #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX 1 1/4" MIN
EMBEDMENT
7/16" MIN WOOD FRAMING
CLIP EDGE DISTANCE OR 2X BUCK
BY OTHERS
O #8 WOOD
SCREW 1 1/4" MIN
EMBEDMENT
1/4" MAX
SHIM
SPACE
7/16" MIN
0� EDGE DISTANCE
/ SB WOOD
SCREW
MULLION INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK SUBSTRATE
HEAD SHOWN,SILL SIMILAR
SIGNED:03/02/2016
VIWINCO, INC %J1111.1u/
MORGANTOWN BUSINESS PARK P.O. BOX 499 ��� 5 R'.tot; ii
MORGANTOWN, PA 19543 "01WO,:9p%
OCEAN VIEW ALUMINUM VERTICAL MULLION Z* 0y�6
IMPACT
INSTALLATION DETAILS
TAT :
DRAWN: DWG NO. REV '�0��•. (OR�pP•� ��<`
ScuE NTS
08 DATE 03/1/16 S0 4
- 4OF 7
REVISIONS
MULLION COVER WINDOW FRAME REV DESCRIPTION DATE APPROVED
MULLION REFERENCE ONLY
Cl 4 Cf
CLIP #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX
5/8" MIN METAL
CLIP EDGE DISTANCE STRUCTURE
CLIP
#8 SELF
DRILLING
SCREW
4
1/4" MAX
SHIM
SPACE
7/16" MIN
EDGE DISTANCE
#8 SMS OR
SELF DRILLING
SCREW
MULLION INSTALLATION DETAIL
METAL'STRUCTURE INSTALLATION
HEAD SHOWN,SILL SIMILAR
SIGNED:0310212016
INC
MORGANTOWN BUSINESSO,PARK P.O. BOX 499 ����S,R''tlo;lr���rr
MORGANTOWN, PA 19543ip-�+'��
OCEAN VIEW ALUMINUM VERTICAL MULLION =ick« `,$j?6
IMPACT y«fl`
INSTALLATION DETAILS ,,,..�0„ TAT dF
DRAWN: DWG NO. REv ,�ctisc<ORtDGP`d.��.
SCALE DATE 08-02884 - '•.'i;/'YONA11}�i\1\\�'•
NTS 03/1/16 5 OF 7
MULLION COVER WINDOW FRAME REVISIONS
MULLION REFERENCE ONLY Rty DESCRIPTION DATE APPRovEo
r-= 0
c'
2 1/2- MIN
LIP #8 SELF DRILLING SCREW EDGE DISTANCE
SEE ANCHORING NOTE 6
SHEET 1 1 1/4" MIN CONCRETE/MASONRY
F 3" MAX 3' MAX3" MAX 4" MAX 4" MAX 3" MAX EMBEDMENT By OTHERS
T CUP T
1 1/4" MIN
EMBEDMENT
4.
#8 WOOD
SCREW 1/4" MAX
SHIM
SPACE
7/16" MIN
EDGE DISTANCE
3/16- TAPCON
MULLION INSTALLATION DETAIL
CONCRETFIMASONRY INSTALLATION
HEAD SHOWN,SILL SIMILAR
SIGNED:0310212016
VIWINCO, INC
MORGANTOWN BUSINESS PARK P.O. BOX 499 k /z
MORGANTOWN, PA 19543
OCEAN VIEW ALUMINUM VERTICAL MULLION 0
IMPACT
CA
INSTALLATION DETAILS -TATIr:5Z0Fw-*-'o-
on NO.
DRAWN: R ZOR
in
N.G. 08-02884 NAL w, .\N
SCALE NITS 1— 03/1/16 IsHEET6 OF 7
REVISIONS
REV DESCRIPTION DATE APPROVED
1 7/6„ � 7/16,.
13/16"
--{ � 1/2" 3 1/16"
15/16" I ----{-3/4"
'
I 64B —�
T Win} 7/16..
CLIP DETAIL MULLION PART 241 i-A ll-�
GALVANIZED STEEL.070'THICK ALUMINUM 6105-T5 MULLION COVER
MOMENT OF INERTIA:.4048 IN14 PVC.050°THICK
SECTION MODULUS.-.2614 IN13
COVER
FRAME WINDOW
REFERENCE ONLY INTERIOR WINDOW ANCHORS
SEE ANCHORING NOTE 4
SHEET 1
#8 X 3/4" SELF TAPPING
SCREWS
1" FROM EACH END
8" MAX O.C.
SEE ANCHORING NOTE 8
C3 SHEET 1
�tl EXTERIOR MULLION
WINDOW TO MULLION ATTACHMENT SIGNED:03/02/2016
DETAIL VIWINCO INC \�
�;�c1irllr�
MORGANTOWN BUSINESS PARK P.O. BOX 499 5 R'.:Lp,1j�/jig
MORGANTOWN, PA 19543
OCEAN VIEW ALUMINUM VERTICAL MULLION `*• A0 'SIX
IMPACT �
COMPONENTS �yD,• TAT OF W 4�Z
DRAWN: DWG N0. REV I�0ip�,,,;��ORICP..••• ,\
sciaE NTS DATE 03/1/16 08-02884S7oF 7 i��iss/ONA11��G���