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•e FL# FL8153-R8
Application Type Affirmation RECEIVE®
Code Version 2017
Application Status Approved
APR 17 2019
Comments ST. Lucie County, Permitting
Archived ❑
Product Manufacturer Shwinco Architectural Products,LLC
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334)556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Craig Shipp Sr.
Address/Phone/Email 171 Jet Services Way
Dothan, 03
(334)556-6-10000 0
Craig@shwincoap.com
Quality Assurance Representative Craig Shipp Sr.
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334)556-1000
Craig@shwincoap.com
LU Category Windows
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 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E 1886 2005
ASTM E 1886 2002
ASTM E 1996 2005
ASTM E 1996 2009
ASTM E 1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
01 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
FL8153 R8 COC 8153.1 R8 NOA 2017-0001 Ddf
FL8153 R8 COC 8153.2 R8 NOA 2017-0002.pdf
FL8153 R8 COC 8153.3 R8 NOA 2017-0003 pdf
FL8153 R8 COC 8153.4 R8 NOA 2017-0004.pdf
Product Approval Method Method 1 Option A
Date Submitted 10/02/2017
Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/05/2017
Summary of Products
FL# Model,Number or Name Description
8153.1 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL8153 R8 C CAC FL 8153.1 NI006735C-R4-signed.Ddf
Approved for use outside HVHZ:Yes FL8153 R8 C CAC FL 8153.1 NI006735D-R6-signed.pdf
Impact Resistant:Yes FL8153 R8 C CAC FL 8153.1 NI013164-111-signed.odf
Design Pressure:N/A FL8153 R8 C CAC FL 8153.1.4 NI011578.03-111-sianed.odf
Other:Frame Max.:53"W x 96"H Configuration:O/X Refer Quality Assurance Contract Expiration Date
to SAP.W.1003 for size limitations and applicable design 05/31/2019
pressures Installation Instructions
FL8153 R8 II FL8153 R7 II FL8153.1.SAP.W.1003.Ddf
Verified By:Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R8 AE FL8153 R7 AE FL8153.1 Engineering
Evaluation 2016-0003.odf
Created by Independent Third Party:Yes
8153.2 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL8153 R8 C CAC FL 8153.2 9000 SH Non-Impact
Approved for use outside HVHZ:Yes NI006734-115.odf
Impact Resistant:No FL8153 R8 C CAC FL 8153.2 NI006735-115-signed pdf
Design Pressure:N/A FL8153 R8 C CAC FL 8153.3 NI006735A-R5-signed.pdf
Other:Maximum Frame 5'-0"W x 8'-0"H Sash 4'-9"W x 3'- Quality Assurance Contract Expiration Date
11"H Refer to SAP.W.1004 for design pressures and limits of 12/31/2020
use Installation Instructions
FL8153 R8 II FL 8153.2.3 SAP.W.1004.1)df
Verified By:Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R8 AE FL 8153.2 Engineering Evaluation 2015-
0008.pdf
Created by Independent Third Party:Yes
8153.3 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL8153 R8 C CAC FL 8153.3 9000 SH Non-Impact
Approved for use outside HVHZ:Yes Tempered NI006735A-R5-signed.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+70/-70 12/31/2020
Other:Frame 5'-0"W x 8'-0"H Sash 4'-9"W x 3'-11"H with Installation Instructions
tempered glazing FL8153 R8 II FL 8153.2 .3 SAP.W.1004.pdf
Verified By:Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R8 AE FL 8153.3 Engineering Evaluation 2015-
00 09.pdf
Created by Independent Third Party:Yes
8153.4 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window(HVHZ-Impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8153 R8 C CAC FL 8153.1.4 NI011578.03-R1-signed.pdf
Approved for use outside HVHZ:Yes FL8153 R8 C CAC FL 8153.4 NI011578.01-Rl-signed.pdf
Impact Resistant:Yes FL8153 R8 C CAC FL 8153.4 NI011578.02-RI-signed.Ddf
Design Pressure:N/A FL8153 R8 C CAC FL 8153.4 R NI011578-111-signed-12.odf
Other:See Installation Drawing SAP.W.1005 for limits of FL8153 R8 C CAC FL8153.4 NI013164-signed.pdf
use,maximum sizes and design pressures Quality Assurance Contract Expiration Date
05/31/2019
Installation Instructions
FL8153 R8 II FL8153 R7 II FL8153.4.SAP.W.1005.Ddf
Verified By: Gene Kearley,P.E.52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R8 AE AAMA Certified Profile Licensee List Vision
AAMA 303.Ddf
FL8153 R8 AE Extrusions NOA No 13-1121.02.Ddf
FL8153 R8 AE FL 8153 R7 AE FL8153.4 Engineering
Evaluation 2016-0004.odf
FL8153 R8 AE NCA No 14-0423.17 Eastman PVB.odf
FL8153 R8 AE VE CC1150511 2014 Code Complance-
sloned.odf
Created by Independent Third Party:Yes
Back Ne#
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.CopvNpht 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:
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t � eCAicc
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SCIS Home Log In I user Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
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Cade Version 2017 FL# 8153.1
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results-Applications
FL# Tvoe Manufacturer Validated By Status
FL8153- Affirmation Shwinco Architectural Products,LLC National Accreditation&Management Approved
R8 FL#:FL8153.1 Institute
History Model:Series 9000 Tilt Single Hung (804)684-5124
Description:Vinyl Prime Single Hung
Window
Category:Windows
Subcategory:Single Hung
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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:
Credit Card
Safe
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR OR INSTALLATION STRAP IS REQUIRED AT EACH �®
ANCHOR LOCATION SHOWN.
Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM H W I N C O ARCHITECTURAL
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUALINSTALLATION ANCHORS WITHIN A TOLERANCE OF
tl/2 INCH OF THE DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL PRODUCTS, 'N G.
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT N
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SERIES g000 SINGLE HUNG � �� �p��a«
4. SHIM AS REQUIRED AT EACH THROUGH FRAME INSTALLATION ANCHOR OR t saw-,
INSTALLATION STRAP WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM n ®® P
STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. � •..,,,,.
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. •
5. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAILS
THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 2 INCH MINIMUM TITLE:
EMBEDMENT INTO WOOD SUBSTRATE OR N8 PAN HEAD WOOD SCREWS
THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH GENERAL NOTES: 5ERIE5 9000 SH(IMPACT)
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION 6
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TABLE OF CONTENTS GENERAL NOTES
6. FOR FIN INSTALLATION INTO STEEL SUBSTRATES,USE N10 AND MANUFACTURED TO COMPLY WITH THE
TEK SCREW THROUGH FIN WITH SUFFICIENT LENGTH FLORIDA BUILDING CODE(FBC), SHEET REVISION SHEET DESCRIPTION PREPARED FOR:
TO ACHIEVE MINIMUM PENETRATION OF 3 THREADS THRU STEEL SUBSTRATE. EXCLUDING HVHZ AND HAS BEEN EVALUATED SHWINCO ARCHITECTURAL
7. FOR FLANGE AND CUP INSTALLATION INTO WOOD FRAMING USE ACCORDING TO THE FOLLOWING 1 - INSTALLATION A GENERAL NOTES PRODUCTS,LLC.
#10 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE AAMA/WDMA/CSA 101/1S.2/A440-05 2A - ELEVATION 6 ANCHOR LAYOUT
11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E 1996.02/05 26 ELEVATION A ANCHOR LAYOUT DATE:6-1416
ASTM E 1886.02/05
•. 8. FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, 2C - ELEVATION A ANCHOR LAYOUT DRN BY:KRS
OR DIRECTLY INTO CONRETE/MASONRY,USE 3116 INCH DIAMETER ITW TAPCON OR 2. ADEQUACY OF THE EXISTING STRUCTURAL 2D _ ELEVATION A ANCHOR LAYOUT
EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 1214 INCH MINIMUM EMBEDMENT. CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND CHK BY:GRK
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 3 - VERTICAL SECTIONS
9. FOR FLANGE AND CUP INSTALLATION INTO STEEL SUBSTRATE,USE RIO TEK SCREW OF AND TRANSFERRING APPLIED PRODUCT LOADS TO THE SCALE:NTS
SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 4 - VERTICAL SECTIONS A GLAZING DETAILS
PENETRATION BEYOND STEEL WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5 _ HORIZONTAL SECTIONS REVISIONS
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 6 - COMPONENTS A BILL OF MATERIAL
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE -
SIDING. STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE Q
RESPONSIBILITY OFT'HE ENGINEER OR ARCHITECT OF
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE RECORD FOR THE PROJECTOF INSTALLATION.
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT DESIGN PRESSURE RATING m "
COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR SIZE DESIGN PRESSURES MISSLE IMPACT N
12, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION RATING Z )u
INSTALLATION ANCHORS INTO MORTAR JOINTS,EDGE DISTANCE IS TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, O
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE GLAZING-(53'x 74") t100/-110 PSF LARGE AND SMALL p-1 1
FACE SHELL OF BLOCK. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. SEE SHEET 2A FOR DETAILS MISSILE TESTED H r
cc 9
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT GLAZING-(53"x 74") LARGE AND SMALL c] e
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORSREQUIRED ON THIS PRODUCT IN AREAS REQUIRING SEE SHEET 2A FOR DETAILS *70/-110 PSF MISSILE TESTED LU
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IMPACT RESISTANCE.
MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. GLAZING-(53"x 96") t60/-70 PSF LARGE AND SMALL
6. WINDOW FRAME MATERIAL:VINYL(PVC) SE
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED E SHEET 28 FOR DETAILS MISSILE TESTED p z
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 7. GLASS MEETS ASTM E 130004 GLASS CHART GLAZING- 53"x 96"
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ( ) * LARGE AND SMALL
REQUIREMENTS.SEESHEETgFORGLA2INGDETAIL. 50/-50 PSF DWG#:
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. SEE SHEET 2B FOR DETAILS MISSILE TESTED5AP-�•1003
C.MASONRY.SHALL CONFORM TO ASTM 390. B. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING:
D.STEEL-MINIMUM YIELD STRENGTH OF 33 K51.MINIMUM WALL X.OPERABLE PANEL 'SEE SHEET 4 OF 6.
THICKNESS OF 47.8 MILS.(18 GAUGE), 0:FIXED PANEL SHEET:
10F 6
UNIT MAX UNIT MAX
\MOTH 63.00' WIDTH5].60'
402'u MAX 46.26"MAX
0.6.0.%DTH 0.1.0.WIDTH ��
p
Ai Cl 3 3
a 62 'sd ,
s
�)—
E a3 C3 5 0256" 5 5 OMAX 5 i NF1 S
0.1-0.
GHT o 3 HEIGHT 9
3
UN? UNIT DaIM+.Ati.36
6t1t7S. MAX. a�i.yl}VJ74R1 NODT4li
HEIGHT HEIGHT
74.00" 74.60"
MAX. % x 32,60' / X SERIES 9000 SH ELEVATION6MPACly
D.L.O. D.LO. ANCHOR LAYOUT
HEIGHT 1/ HEIGHT !/r PREPARED FOR:
SHWINCO ARCHITECTURAL
PRODUCTS,UC.
D2 A2 C2 D3
A 3 3 4
DATE:64446
ELEVATION ELEVATION DRN BY:KRS
FIN FLANGE CHK BY:GRK
6 o.C.TrP. TMnusn 0'O.C.TTP. SCALE:NTS
(.C.T A'TYP. Frnma (FIN) YP.
_,r4"TtP. REVISIONS
Q �
Fl///
°o7' O
m
NO .7E' Q
WHERE PRESSURE
REQUIREMENTS ARE
�� InsMOA'Jon anclrors I� MAXIlSUtA SPACINS4 THE 0- �
X arrSPs� x CAN RE iNCREASEDTO
H•0•C.
Ko
6 1 - I L
Raotl NaAs �'CIIII1byCtl®alil�
ANCHOR LAYOUT ANCHOR LAYOUT DwG#:
FIN FLANGE SAP•W•1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF&+70/-110 PSF. WOOD AND STEEL APPLICATIONS, 2A OF 6
ufm vA]
mom ssac
um 0
Ao•wu —wmm a3.oc �®
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x 5ERIE5 9000 5H(IMPACT)
x ANCHOR LAO OUT
Az z D3 PREPARED FOR:
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z SHININCOARCKMCTURAL
PR
A %20DUCT5,LLC.
acen•r:m
—Or..o.wmn—
aa.efa-nwt
—O�.O.vaon, DATE:6-14-16
ELEVATION ELEVATION DRN BY:KRS
FLANGE FIN
CHK BY:GRK
SCALE:NTS
O.C.fYP. a•vAx,RROat ]C.TIAIt a-4WLiROe! -3a,!'Mfx.-
COnxERT'P. O.C,TTP. comm y OC.TYP — COWn9YR REVISIONS
a'1rMx MON I 0•a,M fRpA I 9',NK FRC4
co-m.
..V MAX
0.4IYP. ,2SwW],
0 o.c.nR 0 O m
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conufnRrro ANCHOR LAYOUT `ON,ERa,.P. ANCHOR LAYOUT rortND:anP. DWG#:
ANCHOR LAYOUT
FLANGE FRAME FLANGE CLIP FIN SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+50/-SO PSF. WOOD AND STEEL APPLICATIONS. Z B OF 6
UNITMAX UNIT MAx
WIDTH 57.00' WIDTH 63.00'
4025 MAx 46.25 MAX �®
D.L.O.WIDTH D.L.O.WIDTH
3. 4:
32.50'
MAX. 5 32.50'
O.L.O. MAX. O 5 '"'� cap,
r :
HEIGHT B D.L.O. s �., G .'P(7
HEIGHTUNIT
�4rh„�LOR;�t°r��\`\i°�
MAX. 3 uNlr
741.0 j EIGHT r3 1- s09701tA W 524M
32.50' TITLE'
MAX. 32.50'
D.L.O. X MX. X SERIES 9000 SH(IMPACT)
HEIGHT D.L.O. ELEVATLON&
HEIGHT �j ANCHOR LAYOUT
PREPARED FOR:
SHWINCO ARCHITECTURAL
D2
A2 C2 D3 PRODUCTS,LLC.
4 3 3 4
ELEVATION ELEVATION DATE:6-14-16
FIN FLANGE DRN BY:KR5
CHK BY:GRK
6'O.C.TYP. Thmgh 6.5'0.C.TYP. SCALE:NTS
(FM) 4'TYP. F— (FIN)
—2'TYPI I T .
_ _[`'TYP. ' 2•,YP. ((REVISIONS
TO.C.TYP. 6'O.C.TY
- t2
IN
P. Q
O (FIN)
O Do Sl
N
/
WHERE ESSURE InsalWion Ontlrore /�
REQUIREMENTSARE H
ar tl(ps / LESS THAN 100 PSF THE a'
X MAXIMUM SPACING at
X CAN BE INCREASED IO U
H'O.C. V)
W
Raofm9 Nails //
No 15.14 mis were
employed a sill Z
ANCHOR LAYOUT ANCHOR LAYOUT DwG#:
FIN FLANGE SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF &+70/-110 PSF. MASONRY APPLICATIONS 2C OF 6
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TITLE:
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L¢war % ELEVATION
ANCHOR LAYOUT
az c Da PREPARED FOR:
9 3 3
D2
SHWINCO ARCHITECTURAL
PR
�Dem•ux
A PRODUCTS,LLC.
OlA,wiDrx 'wile•
Dl.°.vm'
DATE:6-14-16
ELEVATION
FLANGE ELEVATION
FIN DAN BY:KPS
CHK BY:GRK
�w SCALE:NTS
OC.IYP, O...m' '.c. -a-- REVISIONS
1"1M%.iRMI -O.C.mn CWxlROY O.C.ieP.
CpLNERT➢. CORNFATIV. CORNW iYP.
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DO.
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ANCHOR LAYOUT ANCHOR LAYOUT `°""`" ANCHOR LAYOUT DWG#:
FLANGE FRAME FLANGE CLIP FIN SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+SO/-50 PSF. MASONRY APPLICATIONS ZD OF 6
PERIMETER SEALANT 2 1/2"MIN.EDGE
PERIMETER SEALANT 21/16"MIN.EDGE BETWEEN CONCRETE/ DISTANCE ,w,
BETWEEN CONCRETE/ DISTANCE MASONRY S IX WOOD I0i7
MASONRY 81X WOOD BUCK BY OTHERS 3H6'ffW TAPCON
BUCK BY OTHERS OD BUCK INSTALLATION ANCHOR
ix WOOD BUCK IN TALLAT ON ANCHOR 1X BOY OTHERS CONCREl.BIMSONRY
;�•,•y BY OTHERS w d �•
BY OTHERS CONCRETStdASONRY d
62484
BY OTHERS ,�* _
PERIMETER SEALANTi. " ;•;� WOOOTRIM
PERIMETER SEALANT 1 1/4"MIT•L BY OTHERS BY OTHERS
BY OTHERS . •,f•„•: `EMBEDMENT
18 OR%
IB _ 1/41 MAX.
11/41 MIN.
1/4'MAX. 10 SHIM SPACE EMBEDMENT �d/dld1 IlO�•
10 SHIM SPACE O.A.WINDOW INTERIOR
EXTERIOR 7 INTERIOR TITLE:
n+•n�a-Dare RA Noss+e+
O.A.WINDOW \ HEIGHT 7
HEIGHT EXTERIOR
/
SEE GLAZING—/// I SEEDELA7.iLA SERIES 9000 SH(IMPACT)
DETAILA 111
INTERIOR VERTICAL SECTIONS
10
PREPARED FOR:
A1_ VERTICAL SECTION B A SHWIPR O ARCHITECTURAL
C� VERTICAL SECTION-OPTION PRODUCTS,LIC.
VSED
HFAD-CONCRETE/MASONRY ]3 HEAD-CONCRETE/MASONRY
FLANGE FLANGE
Lo DATE:6-14-16
DRN BY:KRS
EXTERIORE GLAZ NG
TAILA CHK BY:GRK
SCALE:NTS
EXTERIORINTEXTERIORINTERIOR
ERIOR VERTICAL SECTION
SEE GLAZING B MEETING RAIL SEE GLAZING B REVISIONS
rVIIVS
DETAIL IN —\
O.A.WINDOW ]C to 5O.A.WINDOW {C 10J'4 '3
HEIGHT ]1 HEIGHT H c
SEALANT BEDDING- SEALANT BEDDING-
DAP 600 OR BETTER 1/4"MAX DAP 800 OR BETTER 1/4'MAX, m '9
PERIMETER SEALANT SPACE SPACE S2
PERIMETER SEALANT
BY OTHERS - BY OTHERS ��•
�—PRE-CAST SILL
BY OTHERS
- PRE-CAST SILL �.
•a.;..:••:'":.: :. :'v. BY OTHERS .'
Lli
�'• •"�"• IMASONRY •,�' '��.: CONCRETE/MASONRY e
CONCRETEBY OTHERS 'Li�•!�.i: ',. ". '+, BY OTHERS
z
DWG#:
A2 VERTICAL SECTION-OPTION Cy VERTICAL SECTION-OPTION SAP.W.1003
3 PRE-CASTSILL-CONCRETE/MASONRY 3 PRE-CAST SILL-CONCRETE/MASONRY
CASTECRETE FLUSH OR HIGH WIND FACE SILL OR EQUAL CASTECRETE HIDRI SILL OR EQUAL SHEET:
FLANGE-NO FASTENERS FLANGE-NO FASTENERS
3OF6
SHEATHING BY ¢] c
OTHERS 2'MIN.
FLASHING BY OTHERS EMBEDMENT 9�O�t11���UIPPPJJPJu.
PERIMETER SEALANT SETWEE (FIN)
FIN&SHEATHING 5d ROOFING NAIL 1� FahEll
/
INSTALLATION ANCHOR GENS'EXTERIOR FINISH LONSISTIN6 OFATED GLA55 CT.."BYOTHERS2X WOOD FRAME 0.1875"ANNEALED GLASS, ,� )
PERIMETER SEALANT BY OTHERS 0.500"AIR SPACE,
BY OTHERS0.125'ANNEALED GLASS,
0,090"PVB INTERLAYER BY SOLUTIA, SY7CI'E OF g�Q
10 - 0.125'ANNEALED GLASS i+C�'Sy R K�—�pP£.
O.A.WINDOW 10 SHIM SPACE I , INTERIOR !!ls ,9
HEIGHT 3/4°MIN.EDGEI PPPdtt1114{N
DISTANCE 1 I TITLE:
EXTERIOR / 7 (FIN) O.B75`GLASS
SEE GLAZING / DITE i SERIES 9000 SH(IMPACT)
DETAILA JJJ INTERIOR 19 VERTICAL SECTIONS
EXTERIOR INTERIOR GLAZING DETAILS
SEE GLAZING PREPARED FOR:
DETAILA1 B EXTERIOR 21
SHWINCO ARCHITECTURAL
10 PRODUCTS,U.C.
D1 VERTICAL SECTION Ic 11 GLAZING DETAIL A
(I READ•2XWOOD FRAME
SEALANT BEDDING- 3/4'MAX. DATE:6-14-16
DAP 80D OR BETTER r SPACE
PERIMETER SEALANT 1 DRN BY:KRS
By OTHERS—` CHK BY.GRK
WOOD FRAMING 1.00°O.A.INSULATED GLASS
BY OTHERS CONSISTING OF: SCALE:NTS
EXTERIOR INTERIOR
0.125"ANNEALED GLASS, C
SEE GLAZING B _D3 VERTICAL SECTION OPTION ObW AIR SPACE, REVISIONS
DETAILA� 1 4 SILL-ZXWOOD FRAME 0125'ANNEALED EALERLAYERCLASS,
V 1/4'MAX 10 _ _ 0.090"PVB INTERLAYER BY SOLIITIA,
O.A.WINDOW 10 9 SHIM SPACE 0.125'ANNEALED 6LA55 C
HEIGHT a
lA 11 3/4'MIN.EDGE '
DISTANCE INTERIOR m
PERIMETER SEALANT (FIN) II
BY OTHERS 0.679•GLASS
BITE 1 ~
EXTERIOR FINISH LI 19
RY OTHERS S1
PERIMETER SEALANT BETWEEN2X WOOD F
(�� d o
FIN&SHEATHING 8Y OTHERS�ME 21 of c
EXTERIOR V o
SHEATHING BY '" #10 WOOD SCREW N e
OTHERS #10
A n
1 MIN. ANCHOR GLAZING DETAIL B
EMBEDMENT
«NI (DP+60/-70) °z
p2 VERTICAL SECTION DWG#:
'l 4 SILL-2X WOOD FRAME SAP.W.1003.1003
\ SHEET:
40F6
11/4•MIN.
EMBEDMENT C®
(FLANGE) i/4•MAX
SHIM SPACE
MAX• j`f
INTERIOR STEEL FRAMING ��a R' 60fff
31 G"TTW TAPCON SHIM SPACE 3/DISTANCEGE BY OTHERS a`a G _L�CL%y J'�O
INSTALlATIONANCHOR iX WOODBUCK (FIN) #IOTEKSCREW f f v
"K
BY OTHERS OPTIONAL INTERIOR : IV
.os� �
211r I
2 ll1a•MIN.EDGE - .•..:: 1
DISTANCE �S /{ ,•4 .�
1 !•'^'' 7 �Q•'
SEE GLAZING s`O�•. ORI P,�dr��
•'�,^�T• �i DETAILA 7 fjf�I•.]���{.Iry_Js{F'fAP. G,\Oft
SUFFICIENTTO ff''Ltf•83TSo`sxeu``
ACHIEVEAMIN.
X
11/4,MIM 3 THREADS THROUGH1pSEE GLAZING / WALL
TITLE:EMBEDMENT _l
"`°" (FLANGE) SERIES 9000 SH(IMPACT)
PRIMETER SEALANT---/ DETAIL A EXTERIOR FINISH BY OTHERS
BE10 ETWEEN 1X WOOD RIMETER SFJ1lANT
SUCKS SYOTHERS EXTERIOR PERIMETE R SEALANT HORIZONTAL SECTIONS
CONCRETEJMASONRY 1/4'MAX INTERIOR EXTERIOR SHEATHING
BY OTHERS O.A. DOW 3116'LTW TAPCON SHIM SPACE BY OTHERS OTHERS
WIDTH INSTALLATION ANCHOR PERIMETER SEALANT PREPARED FOR:
1X WOOD BUCK �_ CIA.WINbOW BETWEEN FIN SHWINLO ARCHITECTURAL
BY OTHERS OPTIONAL WIDTH &SHEATHING PRODUCTS,LLC.
A3 HORIZONTAL SECTION-OPTION T-i- ::? LB E HORIZONTAL SECTION
5 JAMB-CONCRETEIMASONRY 21/2'MIN.EDGE
FLANGE•THROUGH FRAME DISTANCE Ij IAMB-METAL SM SCREW D DATE:6-14-16
7 DRN BY:KRS
SEE GLAZING
I/4'MAX ^OETAILA
51/4 MA CE 1112"MIN. CHK BY:GRK
EMBEDMENT
2X WOOD FRAME 3/4'MIN,EDGE <<!� _ 1/4'MaX. (FLANGE) SCALE:NTS
BY OTHERS DISTANCE INTERIOR +; . SHIM SPACE
(FIN) PERIMETER SEALANT Lp 2X WOOD FRAME REVISIONS
OETWEEN IX WOOD `:�'. SHEET ROCK BY OTHERS
SC ROOFING NAIL BUCK 8 '?•;1. ERIMETER SEALANT EXTERIOR BY OTHERS
INSTALLATION ANCHOR CON CRETEJMASONRY BY OTHERS
BY OTHERS O.A. 10WOODISMSSCREW
.A.wtNDOW Q
WIDTH INTERIOR 7
1B
2'MIN, 7 IG SEE GLAZING e HORIZONTAL SECTION
EM IDD(FIN'NT — OETAILA JAMB-CONCRETE/MASONRY N
FLANGE THROUGH FRAME Z
3/4•MIN.EDGE O
DISTANCE
(FIN) a o
SEEGLAZING �1
EXTERIOR FINISH BY OTHERS LO EXTERIORDETAILA--/ 10 V
PERIMETER SEALANT SHEATHING BY W
BY .OTHERS PERIMETER CAULK
FLASHING BY OTHERS BY OTHERS OTHERS c
PERIMETER SEALANT EXTERIOR a
BETWEEN FIN
&SHEATHINGO.A.WINDOW O
EXTERIOR BRICK FINISH
�— WIDTH BY OTHERS Z
J HORIZONTAL SECTION DWG#:
5 JAMB-2KWOODFRAME HORIZONTAL SECTION SAP.W,1003
ROOFING NAIL rJ�
SHEET:
5 ®F6
BILL OF MATERIALS NOTE:
ITEM PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED UNDER CURRENT
NO. DESCRIPTION MATERIAL MANUFACTURER MIAMI-DAbE NOA OR AAMA CERTIFIED EXTERIOR PROFILES LICENSE BY
1 HEAD,JAMB FRAME(FIN) VINYL 5HWINCO VISIONS INC. ® �®
IA SILL FRAME(FIN) VINYL SHWINCO O HEAD,JAMB FRAME(FIN) jq SILL FRAME(FIN) j B HEAD,JAMB FRAME(FLANGE) `,`„e��l pc PJIQt,4'/
IB HEAD,JAMB FRAME(FLANGE) VINYL SHWINCO
VINYL
VINYL VINYLS G �•
TYPICAL WALL 7HICKNESS:.060' TYPICAL WALL THICKNESS:.060' TYPICAL WALLTHICKNESS:.06T _
iC SILL FRAME(FLANGE) VINYL 5HWINC0 )} S�• gy
71Ip�-
2 SASH HEAD VINYL SHWINCO
3 FIXED MEETING RAIL VINYL SHWINCO
�'� 14r,
4 HEAD INSERT VINYL SHWINCO 3.307'
5 SIL.RISER(2") E x.79I 2 26z•
VINYL SHWZNCO O
6
(�
.+ w•
6 SILL RISER(L1876') VINYL SHWINCO
�n31
7 JAMB COVER(OPTION) VINYL SHWINCO 464
SHWINCO j C SILL FRAME(FLANGE) SASH HEAD FIXED MEETING RAIL SILL RISER(2') TITLE:
8 LIFT RAIL VINYL VINYL O VINYL O VINYL O VINYL SERIES 9000 5H(IMPACT)
9 STILE VINYL SHWINCO TYPICAL'WALL THICKNESS:.060' TYPICAL WALLTHICKNESS:.060' TYPICAL WALL THICKNESS:.05V TYPICAL WALL THICKNESS: COMPONENTSA
10 GLAZING BEAD(INSULATED) VINYLSHWINCO 1.72• BILI,OF MATERIALS
0.611'
11 SASH HEAD/LIFT RAIL REINFORCEMENT 6005-T5 VARIOUS 3'86°--{ 7'-I 177° I PREPARED FOR:
12 STILE REINFORCEMENT 6005-T5 VARIOUSIn I I x P5. x• SHWINCO ARCHITECTURAL
1.925" .I_ PRODUCTS,LLC.
13 MEETING RAIL REINFORCEMENT 6005-T5 VARIOUS 2.115•
14 SASH HEAD/LIFT RAIL REINFORCEMENT(LT)DP50 6005-T5 VARIOUS LP�u DATE:6-14-16
15 STILE REINFORCEMENT(LT)DP50 6005-T5 VARIOUS URN BY:KRS
16 MEETING RAIL REINFORCEMENT(LT)bP50 6005-T5 VARIOUS O SILL RISER(1.187-) O JAMB COVER(OPTION) O LIFT RAIL O STILE
VINYL VINYL VINYL VINYL, CHK BY:GRK
17 BALANCE LOVER(OPTION) VINYL SHWINCO TYPICAL WALL THICKNESS:.MW TYPICAL WALL THICKNESS:.060- TYPICAL WALLTHICKNESS:46T TYPICAL WALL THICKNESS:
38 WEATHERSTRIPING FIN SEAL AMESBURY 0618' 1.585' 2.448"--I a6 SCALE:NTS
!{
19 GLASS BEDDING-DOW 1199 SILICONE DOW CORNING I 1.51
20 GLASS BEDDING-NOVAGUARDM-100 SILICONE NOVAGUARD 0 }..JIB_ REVISIONS
21 SPACER TRU-SEAL I.IB7' 2.495^ I�_- I 1.fi25" 111
22 INSTALLATION CLIP STEEL Fa-
23 TILT LATCHo
DALWORTH 1 GLAZING BEAD j j SASH HEAD 7 LIFT RAIL REINF. j 2 STILE REINFORCEMENT m
24 LOCK/KEEPER TRUTH (INSULATED) ALUMINUM ALUMINUM
NNYL TYPICAL WALL I'HICKNESS:.090' TYPICAL WALL THICKNESS:.000' H
25 PIVOT BAR TAINLESS STEEL VARIOUS TYPICAL.WALL 7wCKNESS:.QW Z
26 SPIRAL BALANCES VARIOUS l 1.3'I"'-' 1.3zz•( p
1 1.025 ` 0.675° 0.-085"
' V e
w P
a
j g MEETING RAIL REINF. 14 SASH HEAD I LIFT RAIL REINF. j 5 STILE REINFORCEMENT j 6 MEETING RAIL REINF 17 BALANCE COVER(OPTIONAL) 22 INSTALLATION CUP 25 PIVOT BAR
ALUMINUM ALUMINUM ALUMINUM ALUMINUM VINYL STEEL STAINLESS STEEL Z _
TYPICAL WALL THICKNESS:000' TYPICAL WALL IMCKNESS:.040'(OP 60) TYPICAL WALL TI IICKNESS:.0401(01,60) TYPICAL WALL THICKNESS:.0001(OPSO) TYPICAL WALL THICKNESS:.040-
Li 1.449'I-- 1 1.35•I- --�{1.346*r 1.490'- DWG#:
--� 1 241• 0.777'
L� 0.675" , J-i( I lr SAP.w.1003
TT7 0.355' 1.08' 1-�,'�� 0.89 0.055'{-----q -I 0.285• SHEET:
1 6OF6