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Code Version 2020 FL# 8153.2
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Search Results-Applications
FL# t 7ype Manufacturer I Validated By Status j
FL8153- t Revision Shwinco Architectural Products, LLC —1 National Accreditation&Management Approved i
R10 FL#: FL8153.2 Institute
His ory. [ Model: Series 9000 Single Hung Window (Nan-HVHZ) (804) 684-5124 i
(Impact) I I
Description:Series 9000 Single Hung Window(Non-
HVHZ)(Impact) i I
Category. Windows `i 3
Subcategory: Single Hung i
*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.Copyr'ght 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 emait 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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Prod_ uct Approval Menu>Product or Application Search>App6canon Lis t>Application Detail
ORNM
FL# FL8153-R10
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer 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 Josh Lowe
Address/Phone/Email 171 let Services Way
Dothan,AL 36303
(334) 556-1000
engineering@shwinco.cum
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334) 556-1000
engineering@shwinco.com
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/A440 2008
ASTM E1886 2012
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL8153 R10 Equiv Equivalency Letter FL8153 SS 2020-12-07,pdf
Product Approval Method Method 1 Option A
Date Submitted 12/05/2020
Date Validated 12/16/2020
Date Pending FBC Approval
Date Approved 12/18/2020
Summary of Products
FL# Model, Number or Name Description
8153.1 Series 9000 Single Hung Window Series 9000 Single Hung Window(HVHZ)(Impact)
(HVHZ)(Impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8153 R10 C CAC NI011578.01-R2.pdf
Approved for use outside HVHZ:Yes FL8153 RIO C CAC NI011578.03-R3.pdf
Impact Resistant:Yes FL8153 RIO C CAC NI011578-R2.pdf
Design Pressure: N/A FL8153 RIO C CAC NI013164-114.pdf
Other:See Installation Instructions and Evaluation Report for Quality Assurance Contract Expiration Date
allowable design pressures,sizes, installation requirements and 12/31/2024
limits of use. Installation Instructions
FL8153 RIO II SWO053 SS 2020-12-04.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
I FL8153 R10 AE PER7182 SS 2020-12-07.pdf
Created by Independ •Yes
2 Series 9000 Single Hung Window Series 9000 Single Hung Window(Non-HVHZ)(Impact)
(Non-HVHZ)(Impact) �
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8153 R10 C CAC NI006735.03.pdf
Approved for use outside HVHZ:Yes FL8153 R10 C CAC NI006735,04,pdf
Impact Resistant:Yes I FL8153 R10 C CAC NI011578.03-R3,pdf
Design Pressure: N/A FL8153 RIO C CAC NIO13164-R4.pdf
1 Other:See Installation Instructions and Evaluation Report for Quality Assurance Contract Expiration Date
allowable design pressures,sizes,installation requirements and 12/31/2024
limits of use, Installation Instructions
FL8153 R10 II SWD054 SS 2020-12-16.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 RIO AE PER7183 SS 2020-12-07.pdf
Created by Independent Third Party:Yes
Back f3ext
Contact Us::2fio1 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cq right 2007-2013 State of Florida.::Privacy Statement:r Accessibility Statement::Refund StateEnvaL
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,FS„please click bier:_
Product Approval Accepts:
Credit Card
Safe
SHWINCO ARCHITECTURAL PRODUCTS, LLC
INSTALLATION NOTES:
SERIFS 9000 SINGLE HUNG WINDOW
vt iPl SErvlccs w�Y
(NON-HVHZ)(IMPACT) D .AL =
1. ONE(1(INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. PH::133 Daol 556a000
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF C7
ANCHORS TO BE USED FOR PRODUCT INSTALLATION. Z^",
x U a vi C
3. INSTAL INpIVl pL1AL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH GENERAL NOTES: TABLE OF CONTENTS Lu w a c m S
OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(LE.,WITHOUT 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND L�'J 4 z s
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA SHEET SHEET DESCRIPTION , z tI m
INSTALLATION ANCHOR TO THE NEXT. BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN p N p- V` m
EVALUATED ACCORDING TO THE FOLLOWING: 1 INSTALLATION,GENERAL NOTES&GLAZING DETAIL q Z? 0 0 a
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). gAMMAXIMUM A/WDMA/CSA 101/1.5.2/A440-08 $ g
NCH OR GREA ALLOWABLE R OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH SPADE SI 16 ASTM E 3996-12 2 ELEVATION$ANCHOR LAYOUT O r m
• ASTM E 1886-12 3 ELEVATION&ANCHOR LAYOUT
PLASTIC OR BETTER. � � =z �
2. ADEQUACY OF THE EXISTING STRUCTURAL 4 VERTICAL&HORIZONTAL SECTIONS-NA}L FIN is
S. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAIL FIN THROUGH CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND ¢ '
FINS WITH SUFFICIENT LENGTH TO ACHIEVE 2 INCH MINIMUM LMBEDMENT INTO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 5 VERTICAL&HORIZONTAL SECTIONS-CUP F
WOOD SUBSTRATE OR 48 PAN HEAD WOOD SCREWS THROUGH FINS WITH i
SUFFICIENT LENGTH TO ACHIEVE 12/21NCH MINIMUM EMBEDMENT INTO WOOD AND TRANSFERRING APPLIED PRODUCT O THE 6 VERTICAL&HORIZONTAL SECTIONS-THROUGH FRAME
THE EN �
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR REMARKS BY DATE
SUBSTRATE. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 7 COMPONENTS&BILLOF MATERIALS
6. FOR FIN INSTALLATION INTO METAL SUBSTRATE,USE 98 TEK SCREW OF SUFFICIENT 3, 1X AND 2X BUC95(WHEN USED)SHALL BE DESIGNED AND
LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS PENETRATION ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN PRESSURE RATING
BEYOND METAL WALL. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
MISSILE IMPACT
7. FOR FLANGE AND CUP INSTALLATION INTO WOOD FRAMING USE#10 WOOD RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF SIZE DESIGN PRESSURE GLAZING RATING SILL RISER
SCREW INSTALLATION THROUGH CLIP WITH SUFFICIENT LENGTH TO ACHIEVE 11/2 RECORD FOR THE PROTECT OF INSTALLATION. 11L11-N"11 1;
INCH MINI Mitts EMBEDMENT INTO WOOD SUBSTRATE. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 53"X74" +70/-110 PSF A 1.5" s4E-ir slie couonou uPusEiai�urioHiooerwrz
F0.0m TnE R£WIREMEkT5PF7AIIFP XER[w,A upfusEo
GENERIC AND MAY NOT REFLECT ACTUAL CCNDJTIDNS FOR FNQlNEc° 9AH i-lHK-EvrWE-mcic¢
6 8- FOR FLANGE AND CLIP INSTALLATION INTO METAL SUBSTRATE,USE#10 TEK SCREW A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 53"X 74" +100/-100 PSF A Z.31" Px ui wuNixa ooruMcur.
§ OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, WIND ZONE 4 igitally signiq ItIp9rpri F NoTam
PENETRATION BEYOND METAL WALL. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE MISSILE LEVEL D eason-A� 'n Ihlld9cumenl
v SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, 53"X 96" +60/-70 PSF B 1.5" at`� �2
9- FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH DIAMETER ITW 7APCON S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED �" V�• ,S• !
~ OF SUFFICIENT LENGTH TO ACHIEVE 11/4INCH MINIMUM EMBEDMENT. ON THIS PRODUCT IN AREAS REQUIRING IMPACT 53"X 96" +501-50 PSF A 1,5" Q
RESISTANCE IN WIND ZONE 4 OR LESS. 7
3 10. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING 0 =
TUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 6, WINDOW FRAME MATERIAL:VINYL(PVC} 13 S A OF TY,
2 1,00"O.A.INSULATED GLASS 1.00"D.A.INSULATED GLASS
12. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF 7, GLASS MEETS ASTM E 1300 GLASS CHART REQUIREMENTS. CONSISTING OF: CONSISTING OF: O', -, 10�''- J
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SEE SHEET I FOR GLAZING DETAIL 3/15"ANNEALED GLASS, 1/8"ANNEALED GLASS, NC.
>
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,00 NOT INSTALL INSTALLATION 1/2"AIR SPACE, 0,12112�AIR SPACE, ,�l70 L 6. !.
_ 8. DESIGNATIONS FOR THE FOLLOWING: 0.125"ANNFALED GLASS, 0,125"ANNEALfO GLASS, H�xGE1 FJInagkd.r.¢.
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE X: OPERABLE PANEL R OR PM No 73775
E OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 0.090"SAFLEX PVB 0.090"SAFLEX EVE MUNc WOM NO
p; FIXED PANEL saa e.
10 ENTfRIAYER BY EASTMAN, 10 INTEflLAYER BY EASTMAN, #µU eEAnI,it ssoo4
R 23. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR D.125"ANNEALED GLASS 0.125"ANNEALED GLASS rePc eea7.ar�uTfwsruneN Nu 2o5ra
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE FL#:
INTERIOR INTERIOR
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 0.875"GLASS / 0.875"GLA- , F LS 15 3
SPECIFIED BYTHE ANCHOR MANUFACTURER. BITE f BITE
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON NOTE: ❑ f 1b O 16 DATE; 49.26.2020
8 SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 1. ALLGLAZING MEETS SAFETY GLAZING REQUIREMENTS DWG.BY: GHK.BY:
a A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. AS PER CH 24 OF THE FBC. 17 17 G.B Y:
3 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2. SETTING BLOCK DUROMETER HARDNESS CF 70-90 £xrERiDR 19 EXTERIOR 19 N V S H r l r7
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH (SHORE A(AS REFERENCED IN CHAPTER Z4. ^f
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO 3. SETTING BLOCKS TO BE LOCATEDAT 114 SPAN LENGTH T�� TT��1� SCALE' [VTS
s ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI- FOR GLASS WIDER THAN 36"AS PER CHAPTER 24. GLAZING LJETAILA GLAZING DETAILS DWG.#: SWD054
D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH 4. D.L.O.MAY NOT EXCEED MAX DIMENSIONS SHOWN IN
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. ELEVATIONS. SHEET
E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALLTHICKNESS f}
OF 47.8 MILS.118 GUAGE( IUk
F. ALUMINUM-ALLOY SHALL BE.1111 OR EQUIVALENT.MINIMUM(0.090")
WALLTHICKNESS OF 7
a 53.00"MAX UNIT WIDTH wlF1f;0Ws DGJa
a 49.675"MAX
SASH WMTH—�
48. 5"MAX 171 m s—laas woy
P.L.O WIDTH 8"MAX.O.C.--- 3.50"MAX.FROM 6.5"MAX.O.C. o°cn�",AL lElal
4 5 6 CORNER TYP. �3 CORN ER TYP.
M P".Iaaal sss-1aoo�
j o Zm
v
5 a �
32.5" K5P x
5 �� HSa Z� C., Ox $
O. Data. ,�D„ D „D„ "5"MAX. "D„ (n q N 4
74" z
5 g=a
4 9 4 '.7"MAX. / O.C.
HEIGHT O.C. o p$a
4 a � �W
MAx. •MAN,p-F SPACING MAY `MA%.O.L.SPACING MAY [n z a m
UNIT' BE INCREASE°TOIL"O.C. BE INCREASFa 7p 11"p.C, / m
HEIGHT GpPP. G FOR MAN.WIN❑LOAflSOF FOR FNfN'WINp IDAb50F Z m
36.25" 32.5" 1ao asF oR 1F55 �� loo rsF pR LFss w d
MAX, MAX. 5 / 6
HE EIGHT HEIGHT Ao/
/ 0"MAX.FROM �� FROM a
�3CO.5RNERS7YP. CORNERS TYP-
REMARKS BY DATE
A E
4 5 ANCHOR LAYOUT ANCHOR LAYOUT
ELEVATION CLIP OR FLANGE/THROUGH FRAME CLIP OR FLANGE/THROUGH FRAME
X aNU 1" hDE RFftL4 oRuu[pNORi0-RaSaFEIFI
+70/-110 PSF OR+100/-100 PSF +70/-110 PSF OR+100/-100 PSF +70/-110 PSF OR+100/-100 PSF ;`�I „r °p'FMFNo EI" A�A�"T°P`°'E
sSxREOlARK-C a E"4i"EER°Rne6NNER5"RN Fs[IF s"ECEFIC
WOOD AND METAL SUBSTRATES CONCRETE AND MASONRY SUBSTRATES °°`° `" `°" ""'„"'""°p°
`4,`t111111 rrrrY`,'
W y\ S -- A r
5Z N . 7 7
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FL q:
FL81.53
DATE: 09,26.2020
rt 4"MAX.FROM
CORNERS TYP. DWG.N NUS
CH K.BY:
S HFN
SCALE: NTS
ANCHOR LAYOUT owG.a: SWDO54
NAIL FIN SHEET
+70/-110 PSF OR+100/-100 PSF
WOOD AND METAL SUBSTRATES
OF
S3.00"MAX UNIT WIDTH
§ 50"MAX SASH WIDTH
49"MAX D.L.O WIDTH 13.75"MAX.O.C.FOR 115'MAX.O.C.FOR
8.50"MAX.FROM E�.3.50"MAX.FROM
FLAX.D.C.AORCLIPME " CQRNEftTYP. FLAX.O.C,NG AME20.5" �` CORNER TYP.
lf�C � f MAX.Q.C.FOR CLIP MAX.O.C.FOR
4 S 6
171i sewia:w,y
4o1h1n.AE 56303
�j PH,4334155110
43.$75" K6P 5 H�P 6 9.S"MAX. El"MAX. (D r U"
O.C.FOR O.C.FOR z M
MAX. DoaP. "0" D FLANGE/FRAME "O" FLANGE/FRAME
HEIGHT 4 g 4 12.5"MAX.O.C. 10.5"MAX.O.C. Lu ¢ 5 e
FOR CLIP FOR CLIP Z Gl x y 9§
96" C) u a
q,� vinN Za C7 mm_a$
UNIT. WiE
HEIGHT Z r
_ o m
47.63" 43.75' GS P 5 Z w m m
MAX. MAX.
SASH D.L.O.
HEIGHT HEIGHT f\`
LCORN R TYP.OM CORN RS TYP.OM
REMARKS BY DATE
A I
4 6
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME CLIP OR FLANGE/THROUGH FRAME ° yN�gFFE� qx�K°tom"st�a� F
+50/-50 PSF OR+60/-70 PSF +50/-50 PSF OR+60/-70 PSF +50/-50 PSF OR+60/-70 PSF "'°"°" °"'�""" """°"'°tnoMrnc REouI"Eas.msoeroiva"sAtw,""cxHsm
z WOOD AND METAL SUBSTRATES CONCRETE AND MASONRY SUBSTRATES F"°°'"`"n°pEnFwaTMP4ESA�ENM Est
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8"MAX.O.C. 4"MAX.FROM g ���CORNER TYP. "P
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all MAX.
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c iEPE°FR7.OF AVSNORIZAMN Nw 2997E
„X.
FL8153
DATE: 09.26.2020
S A 4"MAX.FROM DWG.BY: CH K.BY;
CORNER .
TYP.
NUS HFN
SCALE: NTS
ANCHOR LAYOUT owG.n: SWU054
NAIL FIN SHEET
+50/-50 PSF MAX.
WOOD AND METAL SUBSTRATES QF 7
SHEATHING BY 11/2"MIN,
OTHERS EMBEDMENT
3/4"MIN. ,
FLASHING EDGE DISTANCE
BY OTHERS 5d ROOFING NAIL
SEALANT BEHIND INSTALLATION ANCHOR 1/4"MAX- METAL FRAMING
FIN BY OTHERS SHIM SPACE BY OTHERS,SEE INSTALLATION v1J"ESGrv1—W,y
2X WOOD FRAME
03
EXTERIOR FINISH BY OTHERS NOTE 12.E&12.F,SHT.1 vH,fa3al sssbioEw
BY OTHERS 1 #8 TEK SCREW O
J
PERIMETER CAULK INTERIOR z
BY OTHERS B MIN.3 THREADS z
_ PENETRATION LI ¢ a Q m o
BEYOND METAL 0 4 ¢ x
�pN nLL zi
1 1/4"MAX
. oZ> oz oaa
SHIM SPACE rn x -2
O.A.WINDOW 10 rq Z m m
5 3/4"MIiN- W O ¢ r
HEIGHT { EDGE DISTANCE fY Z F n
14 SEE GLAZING EXTERIOR FINISH w
10 a i
SEE GLAZiNG� DETAIL BY OTHERS
DETAIL ~ 1.
EXTERIOR INTERIOR PERIMETER SEALANT SHEATHING BY r a
BY OTHERS OTHERS REMARKS BY DATE
EXTERIOR SEALANT BEHIND FIN
C VERTICAL SECTION - OA.WINDOW BY OTHERS
WIDTH
4 HEAD-ZX WOOD FRAME
J-CHANNEL/NAIL FIN p HORIZONTAL SECTION
ry ws nLw H E,uu v.
4 xaYoAa,aE�f,
JAMB-METAL STUDS ND MPY MDTREFLERaC[�a�(oNPitiPu
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)-CHANNEL/NAIL FIN aom. NEo�memeNnoErniEa HEFEW-,UCENSED
FErvGw..x OR aNLxNECE SHAI
ooclrM ry
EXTERIOR INTERIOR 8 ��itpttrtttJ��r','',',
SEE GLAZING ti ;•'� E S'• 'A
DETAIL 4 Q •
1/4"MAX. N .7 7
O,A.WINDOW 10 5 SHIM SPACE 7E'
HEIGHT
-z S A OF LY
1A 12 3/4DISTANCEE EXTERIOR INTERIOR ��� O iO4`�•��lV�`
PERIMETER SEALANT
BY OTHERS ��: L RE.
....... 10 nt✓xIYLa f1 uM.7 c.e.
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9EMIA wt[IPs,we
3 sve E.o w euax aLw.E zu
's EXTERIOR FINISH 1.- 13 Q Eave °T+ >Nowz�,-na xasra
BY OTHERS 3SEALANT BEHIN 2X WOOD FRAMEI �jFIN BY OTHERS BY OTHERS 10FLu153
SHEATHING BY #8 WOOD SCREW 7'1E GAZING GATE: 09.26,2020
Z OTHERS INSTALLATION DETAIL DWG-BY: CHK.BY:
a
1101,MIN. ANCHOR pus HFN
EMBEDMENT g VERTICAL SECTION SCALE: NTS
e ' MEETING RAIL DWG.#: SWD054
A VERTICAL SECTION SHEET
9 a, SILL-2X WOOD FRAME
J-CHANNEL/NAIL FIN
OF7
`e 1/4"MAX.
SHIM SPACES
S SHEATHING BY 3/4"MIN.EDGE 11 2"MIN. JF j
EMBEDMENT w:Ii o,=>
OTHERS DISTANCE
FLASHING nmEs ixlasw.y
BY OTHERS ff10 PAN HEAD WOOD SCREW 1& 3,tho AL3G03
I NSTALLATION ANCHOR INTERIOR 3/D MIN.EDGE PH.13341556-1[q0
EXTERIOR FINISH 1B DISTANCE
BY OTHERS 2X WOOD FRAME SEE GLAZING
BY OTHERS DETAIL
PERIMETER CAULK z a z m
BY OTHERS /r 010 PAN HEAD WOOD SCREW r U b
INSTALLATION ANCHOR Lu 4 `" w-s c
\ N Oa 1, In
2X WOOD FRAME o x z u z a
1E 1/4"MAX. ———— — BY OTHERS x d o 0 6 W
SHIM SPACE __________ Z �a
O.A.WINDOW Z0 11/2"MIN. SHEATHING BY OTHERS 41 2 m"
HEIGHT EXTERIOR IX a
l EMBEDMENT
14 1B EXTERIOR FINISH BY OTHERS CO�
PER€METER CAULK FLASHING BY OTHERS
SEE GLLDETAIL
A i BY OTHERS SEALANT BEHIND a
FIN BY OTHERS REMARKS BY DATE
EXTERIOR INTERIOR
VERTICAL SECTION G HORIZONTAL SECTION
5 HEAD-ZXWOOD BUCK 5 JAMB-2XWOOD FRAME
REPLACEMENT/INSTALLATION CLIP J-CHANNEL/INSTALLATION CLIP F x,mFI
5M.�F 5ffE C9u QN5C F"5ECN3iaunt-TD UEVI E
FPOM Tn[flCf1UlPfagNFS bETAICP xCxPK a u[Pxs[P
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bOt,tMEN15 FOn USF Wl]N 1N6 dOC,ufExi.
§ EXTERIOR INTERIOR 11/4"MIN. _ '�31Iu tIrrFFr,
EMBEDMENT �•� F. rw
1/4"MAX. ,.• � .. a '�,
$ CAULK BETWEEN 1X WOOD SHIM SPACE �• •''
SEE GLAZING BUCK&CONCRETE/MASONIX RY
�Y '++
OD BUCK
O.A.WINDOW
DETAIL 10 BY OTHERS 3Y O HEERS(OPTIONAL) ~�. IN 7 7 fa
M HEIGHT 1C 5 3/16"1TW TAPCON ° =
11 1/4"MAX. INSTALLATION ANCHOR n 16 16 INTERIOR r A OF
SHIM SPACE C}
SEALANT BEHIND 6 SEEGLA71NG O iOP;'
18 11/2"MIN.
BY OTHERS a �I�S
FLANGE BY OTHERS 0 EMBEDMENT -- — DETAIL is L.EN``•••
PERIMETER SEALANT----__ °- — �M
r - 2 1/2"MIN.EDGE cfoa,o� c io Banc
9uublxc u 9PS INC
DISTANCE aea e,oA S eM.F et.✓a.f 73e
rr----II c.cr SIAAUTpD FL 330M
FBPE f2FT.OF Al31HORIZ1310N No.?Yb]d
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a FL 9:
INSTA"TIONANCHOR F L8153
PRE-CAST SILL /
.'2 1/2"MIN.EDGE.1•'. BY OTHERS DATE: 09.26.2020
a D€STANCE EXTERIOR
CONCRETE/MASONRY BY OTHERS CAULK DWG.BY:
CHK �N
s i. BY OTHERS EXTERIOR FINISH BY OTHERS
�•+ SEALANT BEHIND FLANGE BY OTHERS SCALE: NTS
I E VERTICAL SECTION O.AWIDTHWINDOW DwG.tt:
€DTH SWD054
z S SILL-PRE-CAST SILL H HORIZONTAL SECTION SHEET
y FLANGE/INSTALLATION CLIP
5 JAMB-CONCRETE/MASONRY
FLANGE/INSTALLATION CLIP
OF 7
CAULK BETWEEN
CONCRETE/MASONRY&1X 2 1/2"MIN.EDGE 1/4"MAX na
WOOD BUCK BY OTHERS DISTANCE SHIM SPACE
a 1X WOOD BUCK 11/2"MIN. •:eirdE7p-,:; ,.sy,pc;;w:i
BY OTHERS(OPTIONAL) INST ITW NANO EMBEDMENT
I } 3NSTALLATfONANCHOR 2X WOOD FRAME vimis.vi�:way
SEALANT BEHIND BY OTHERS O,han,AL 36303
FIN BY OTHERS CONCRETE/MASONRY PH .,—
BY OTHERS INTERIOR 1
EXTERIOR FINISH B #16 WOOD SCREW z
BY OTHERS SEE GLAZING U_I
zm
PERIMETER CAULK _ DETAIL 3/4"MIN. w 4 tj W 4 m m
EDGE DISTANCE
BY OTHERS -------- (73 a� � 3b
_ ZO�y�
_ 9 r
1 1/4"MAX. # rn 2= w
SHIM SPACE
O.A.WINDOW 10 y INTERIOR 11/4"MIN. 10
HEIGHT EXTERIOR t 14 18 EMBEDMENT EXTERIOR EXTERIOR FINISH BY OTHERS w
PERIMETER CAULK if
SE IL BY OTHERS a
E G DETAIL FLASHING BY OTHERS ~
REMARKS BY GATE
O.A-WINDOW CAULK BETWEEN NAIL FIN
•� WIDTH &SHEATHING
J VERTICAL SECTION L VERTICAL SECTION
HEAD-CONCRETEIMASONRv JAMS-WOOD N—Nnw.J-CHANNEL/THROUGH FRAME 6 x n w woe m
J-CHANNEL/THROUGH FRAME .NomnrxaTBEaEcracrualwNnirioNsrannvrar
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is oAni.fo nFxuN,n u[[NSEB
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$ CAULK BETWEEN 1X WOOD
SEE GLAZ€NG BUCK&CONCRETE/MASONRY �� _
DETAIL BY OTHERS IX WOOD BUCK E S' 'A
O.A.WINDOW 10 BY OTHERS(OPTIONAL) O
HEIGHT 1C S 3/16"ITW TAPCON
1/4"MAX. INSTALLATION ANCHOR 4DETAIL
INTERIOR
3 11 SHIM SPACE SEE GLAZING 5 A a1= t
SEALANT BEDDING-
DAP 800 OR BETTER o < ^"
. i :PERIMETER SEALANT + --BY OTHERS .,a•. ----- E+ ESi44 6.r'L
ou ,INCawlnwc oacas,we- SGa L PANIA OaA BLYO i21/2"MIN.EDGE ... pMIA BEAM FLDISTANCE FEPE c T.uv AUTH-EAT"W.zssra
FILM
PRE-CAST SILL f F L$15 3
3 BY OTHERS EX DATE: D9.Z6.2d2D TE RIO R
5 •..s •`. ••', :'....�.+, -.' PERIMETER CAULK
g -:,; i •, ; CONCRETE/MASONRY OTHERS
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FN
e WIDTH
VERTICAL SECTION K HORIZONTAL SECTION SHEET SWD054
6U6B 6 SILL-PRE-CAS75RL JAMB•CONCR5TE/MASONRY
FLANGE/NO ANCHOR FLANGE/THROUGH FRAME
OF7
a BILL OF MATERIALS
REM NO. DFSCRIPTION MATERIAL MANUFACTURER
1 NEAII,IAMB FRAME JJ-CHANNEQ VINYL VISION ' tt
!A 51LLFRAMEI}CHANNELI VINYL VISION
s"Er;Fr,i.ns, ;-r0;r,,
]B NFAA FRAME F VINYL vlstoN
SIUF HEAD,JAMB FRAME(FLANGE)
]C 51lL FRAME41f LaNGfl GTI VINYL VISION
HEAD,JAMB FRAME IREPIACEMENTI VINYL ,Is1oN O HEAD,JAMB FRAME(FIN) 1A SILL FRAME(FIN) 9
VINYL v3 m:s"NN"SWAY
]E s+uFRAME(REPIACEMENT) VINYL VISION VINYL VINYL TYPICAL WALL THICKNESS:,060° 0A14AR,aL3682
z NI RAIL vlWL VISION TYPICAL WALLTH ICKNESS:.060" TYP ICAL WALL THICKN ESS:.060" PH:N34I S56-10
3 FIREDME6TINGRAIL VINYL VISION
4 HEAD INSERT VINYL VI510N 3.86"- z Q U,„
5 51U RISER VINYL V1510N 3.86" Z E
6 JAMBOYER VINYL VISION x
7 SASHHEAD VINYL VI51ON Lu 4 a N �9,b
R LFFRAIL VINYL VISION {� g w w
B STILE vinn VISION
2.fi82" a p a 6 M
7o cw ST ILREAR VINYL ,ISION 3.307" 6r y OQ m m ?? s
11 2
SASHHEA0lU"AILAEINFORCEMENT ALUMINUM TIFTONIAFCD99
2.752"
li STILE AEINFORCEMENT ALUMINUM TIFIONIAFCO kk H
13 MEMWRAILREINFORCEMENT ALMINUM TIFTON/AFCO Z w m
L9 BAIANCECOVEK VINYL VISION I O m[YD m
IS WEA7riERSTRT NG ULTRA FAR 4'
16 DOW12"GIASSBEDDIN6 SILICONE DOWCORNING 2
17 SETTING BLOCK d- 00 d
Lk INSTAL ATIONCLIP STEEL [,DRIVER --1
19 DURA-SFALIG SPACER QUANF% F-
1C SILL FRAME(FLANGE) 1D SILL FRAME(REPLACEMENT) 1E HEAD,JAMB FRAME(REPLACEMENT( O MEETING RAIL O FIXED MEETING RAIL REMARKS BY DATE
VINYL VINYL VINYL VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNLSS:.060" TYPICAL WALL THICKNESS;.060" TYPICAL WALL TIiICKNESS:.050"
3.860" -«- � 3.860"
-� 1.72" t A,l�ES�n�" xE E1NR n x p -- 1.77" „Ix"ALA l x
AND MAY kOTREFLfRACFxAI[oumHDuS PO"ASPE[1F
e s+YE.iFNYERta lCOk5fTINSCHEAEI,.is DNS10
£HE R[QVinEM[x150fTw1ED NEAEIx,A xCENsfO
1.933" D+rv[ERORARCRUEtT sxau 1.11 5IM I1fQ C
1.378 � 2.26"
1.925"
N
sO
OSILL RISER O JAMB COVER O LIFT RAIL O STILE O GLAZING BEAD ` 0 E S Ao
$ VINYL 6 VINYL $ VINYL 9 VINYL 10 VINYL N 7 7 = P_
TYPICAL WALL THICKNESS:.06D' TYPICAL WALLTHICKNESS:.060 TYPICAL WALL THICKNESS:.D60" TYPICAL WALL THICKNESS:.060" TYP CAL WALL THICKNESS:.050" G
'fl S A' OF [
2.449"- 1 s° �c U 141':' 4u
2.31" 1.625 k LEgFIXadElF7377
FLDRll P.EE Ne]3].E
BVRAING DRORS.WG
0.414' 2-qg5" 1.025" NB L DAWA BEACN BLVD.,F asB
DANIA BEACH,FL 33 4
TBPE GERT.OF AUPi RlrjE'RON Nw 2u57H
n FL#:
MEETING RAIL REINFORCEMENT F L8153
SASH HEAD/LIFT RAIL REINF. 12 STILE REINFORCEMENT 13 O BALANCE COVER O INSTALLATION CLIP
11
ALUMINUM ALUMINUM ALUMINUM 14 VINYL 1� STEEL DATE. D9.26.2020
TYPICAL WALL TH ICKN ESS:.090"
TYPICAL WALL THICKNE55:-II TYPICAL WALL THICKNESS:.090" TYPICAL WALL THICKN E55:.040" DWG.BY: CHK.ev:
--r1,449" 1.z4r' 0.777"---1 - NUS HFN
�1.35° 0.4ss' SCALE:
o jf
0.0ss" we.a: SW WD D054
1.06" T SHEET
1.345 0.85T 7
� II//0.675'
OF7