HomeMy WebLinkAboutProduct Approval (2) PARTS LIST FRAME CORNER
ITEM PART DESCRIPTION VENDOR MATERIAL CONSTRUCTION •L/a(/�
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8•
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl W
WINDOW SYSTEMS
3 H3031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 �2 3/16" 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 T OCALA,FLORIDA 34474
I 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark A1um 4
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16° 15/8• 1 5/8'
4
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16• I 1/16" 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L CORNER WELD
Lr (ALL SIDES) SINGLE HUNG
12 H-6004 Sash Sidelfop/Bot.Rail Mikron Vinyl 1:8
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Ed.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH 70P RAIL-6027
18 5-6013 Scm.Adapt.,w/Nib,PVC,Hartz. Mikron Vinyl Za
19 5-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl O 1 1/2 w 0 m W O o
^
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 zw O a k z w
13116° W ZOZ W--C
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' a R 0§}O x 3 m
1 1
24 P-2190 Balance BSI 9/16° LL F-w zH3: x Z Z x 2 x w o O
25 P3059 Sash Cam,PVC BSI Plastic �3 o o H X
0 0�o a
26 P3048 Take Out Clip BSI SS 0 --8� , 1 5/e° 2 1/e" 1/16" 0 O to ��FIXED MEETING RAIL p Z—N Z Z F>y
27 P3783 Lock,Impact,PVC Interlock 1116 SCREWED TOGETHER WITH z p z 0 C �U—
p 1/16" OUTERFRAME a H—LL.2 Z O LL 0
28 P-4069 Keeper,Impact,PVC trltedock Zamac 1:8 > a 3 O w°x o?
30 P-3215 Weep Coker w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 < > U C Z'6
2 Wstp.-8378-x.187 ack-RnSeal-Gra ItrafaPVC5ASH-SIDE-RAIL=6004—tXEDRA1L=183 ~vi W yj LU
}
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a ?=a p m�
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel —1511 9116' O 2 f-0 w x y
39 P-4051W#8 x 1.250 Ph FH TEK,Whit. Hub City Steel 1/2• 1 1/6°-{ T 1 1/e•-{ a F a x 3 wa
40 P-4264W#8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City SteelT'101
I 1 5/16•
44 P3342 Seam Sealer,SM-5504 Schnee 7/8" 1a 1 5116° r 1s ,�� Pp1DREW�Th��i
45 P3752 Cap Plug,1/2"Hole M&M Nylon L 1/16° 1/16" 045" TcENSFGQi•,�
47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel .J:• y
48 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 'f� No 58201
51 P3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 3/4" 518" 1/q• %9 STATE OF ."W:
53 Sash SEE SHEET2 GLASS 1m 3/4" r 'O •Lr�
54 Fixed SEE SHEET2 GLASS 3/16° 3 9 14 �4��F%4 0R10rQ\�".`�
56 P-3281 Spacer Duraseal r 13 15/11 6' 1116" 'I 1/16' 7/1' ,,,�� IO.........
A j lffil#
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16" ►—I� L
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r�
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail I Keymark I Alum 0 3/16• FL PE#58201
72 S-6063 Cover,Fixed Rail MikronVinyl oilO 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
PH.941-380-1574
74 P3541 #f8 x 1/2",Pan Head,TEK Fastenal Steel
15/16" 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: } �5'� 3/16°
3'
5,7,11,15-17,MSNT USED:
21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 � � BOM AND EXTRUSIONS
0
71V 1/16° DRAWN BY: DATE:
SCREW SUPPORT-3113
IMPACT HOOK BAT 06/18/12
5-1577 DWG#: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALE' SHEET
1:2 4 OF 6
cmb"
6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
101/2. , 1 8100 PVC
MAX O.C. SINGLE HUNG
cryp') IMPACT
L O INSTALLATION
ANCHOR(T/P.)
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I I WJO aWW
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Z
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MAX.O.C. LL m W
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(TYP-) D- O w F
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4"(TYP•) NO ANCHORS REQUIRED IN SILL t No 58201 •":
ANCHORLAYOUT-(FLANGE) "O= �I�
:VP
STATE OF :�41Z
O R 1Q`•'�����
NOTES: ��r�Ss'ONA 11�aG``
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-812 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMAANDMA300(EXTERIORDOORS) 1:15
5OF6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS LL
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BYINSTALLER INSIDE AN OUTINSTSEETABLEI SINGLE HUNG
SEALANT BEHIND SEE ABBLLEIONANCHOR IMPACT
FLANGE BY INSTALLER D 1/4"MAX SHIM
Q Z � <Z3
F ❑W O (OWI-00 0
W ZOZ KF�t
0 QfA�}Od'3[n
PERIMETER SEALANT
BYINSTALLER Z Z 2 c K W 0 0
INSTALLATION ANCHOR INSIDE AND OUT U U Z d (a a
SEE TABLE 1 SEALANT BEHIND 0 Z O j Z y
• FLANGE BY INSTALLER 0 Z 6 0-
U3 ZO IL Z
} Q3pw-x0_
CONTINUOUS DOUBLE 3/16"BEADS OF �� HORIZONTAL SECTION Q y U Z(q
TR -W
EMG64ZE60"EALANT--AROUND I T lCAL.IAMBANCHORAGE— 0
PERIMETER AT ALL INDICATED POINTS K ly Z W to 0 W S2 W
BETWEEN FRAME AND BUCK BY INSTALLER. a x IL W O 2�
O WHA (L
1/4"MAX SHIM d I-- D- 0_3 a
SEALANT BEHIND
FLANGE BY INSTALLER p0glDRE W 8,0,
-` C FTG�'L��L
PERIMETER SEALANT MIN.EMBEDMENTJ
BY INSTALLER SEE TABLE 1 :N• No 58201 •:75
INSIDE AND OUT C i
SUBSTRATE BY OTHERS--/ 90 •••�TATE O� �VI`
SEE TABLE 1 MIN.EDGE DIST. ����s•<O p 1�.•'��,��
SEE TABLE 1
q VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED.99141LAMON FASTENERS LUCAS A.TURNER,P.E.
ANCHOR TYPE MIN.EMBEDME FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/e" > BY INSTALLER NORTH PORT,FL 34288
HOLLO INSIDE AND OUT \ PH.941-380-1574
�C 1 HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3116"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
1/8"ALUM.(6063:15 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
1/4/2018 Florida Building Code C nline
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Flolida
' `,'�. Product Approval
USER:Public User
ppg�,�y
B�P.s. rrg:6tm
Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
• • FL# FL16177-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Wind3w Systems Inc.
Address/Phone/Email 1900 SW 44t�i Avenue
Ocala, FL 34 74
(352)368-69122. Ext 245
kpine@cws.c
Authorized Signature Kevin Pine
kpine@cws.c
Technical Representative Say Lathrop
Address/Phone/Email 1900 SW 44t 1 Ave
Ocala, FL 34A74
(352)368-6 22 Ext 291
jlathrop@cw .cc
Quality Assurance Representative Arturo Monte ierde
Address/Phone/Email 1900 SW 44t 1 Ave
Ocala, FL 34A74
(352)368-6S 22 Ext 221
amonteverd @cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation R I port from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Ce Ifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Utich,PE
O Validatioli Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.pd
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDM /CSA/101/I.S.2/A440-08 2008
ASTM E188 -05 2005
ASTM E199 -09 2009
PA TAS 201 202/203 1994
Equivalence of Product Standards
Certified By
https:/twww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10yBQtjlpbmBlPrafAGHixisgtjUObEAbzoQ%3d%3d 1/2
1/4/2018 Florida Building Code O iline
Sections from the Code
Product Approval Method Method 1 Opti in D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH 8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLk6177 R2 II CWS-812C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Cr ated by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:SH-8100 PVC Impact,no sill anchors required.Safety FL_6177 R2 AE EvalReport812C.pdf
glazing required on outer lite above 30 ft.in HVHZ. Glass Cr ated by Independent Third Party:Yes
complies to ASTM E1300-04.
Back N A
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 mall.If yo have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chaper 455,F.S.must provide the Department with an email address If they have
one.The emalls provided may be used for of tial communication with the licensee.How ver 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 aval ble to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click him.
Product Approval Accepts:
W
rCredit?
S&A
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qtj bmBlPrafAGHlxlsggUObEAbzoQ%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Mi sile Impact, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-list d product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product omplies with the requirements of the 6th
Edition(2017)Florida Building Code including the High Veloci Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) , This report,prepared by Lucas A. Turner,P.E.,at 1239 J abara Ave.,North Port,FL
2) Approval drawing CWS-812C, signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3815-1A, -2,and-2A,by Natio al Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,wit i testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and A/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• Is impact resistant and does not require the use of shutt s
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Anneal d or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-E lade N.O.A. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these NOAs and find that hey comply with the requirements of the
6"Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of his product.
`1t*�tN►)REW tAfi:
Lucas J 58201
Turner
2017-08-30 - r
16:11+20:00 ,x, • STA.., T� of . ` 8/29/2017
o � '
f��1�'•� ..�.. c3�.� Lucas A. Turner P.E.
*?/ - ; �Ie
11n�1ti�� FL PE#58201
GENERAL NOTES: 99mmSINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"Onc°. SINGLE HUNG
51 7/8"MAX.UNIT WIDTH
4.DESIGN PRESSURE RATING: IMPACT
4711/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z 4
INFILTRATION TEST PRESSURE AND GLASS TABLES 0"0 y w O o
-- -- -- ASTM E-1300-0401/09. z w-'O ¢�Z w
w z0? W--L
63° _ __ __ 1 _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Q H w z}O w
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x ¢W w 0 p
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 C�-p c'Q �w
FLANGE ANCHOR CALCULATIONS. 0 U O uFi z a
HEIGHT O Z p V` U uj m 0-
I 2613/16° 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ H LL 2 p O LL 0
B I B GLASS
NOT REQUIRED. >w 3 p W U t 0 z
7. L-6FRAME-&ANDa/ENTS-FUL-I=Y-WELDED.SMALL-JOINT-SEAMSE-AL-A n n F}7�2 g
61 3W I I p-JS2
MAX USED AT FIXED MEETING RAIL AND JAMB. LL U)a z=IL p_rn
UNIT O wF-O 0_2 }
HEIGHTF 8.SERIES/MODEL DESIGNATION SH-8100. a H a it 3 w p
D.
9.THE DESIGNATION XAND O STAND FORTHE FOLLOWING:
I 1 X=OPERABLE SASH,O=FIXED SASH ����POREW�TG+++,
303/16' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �, '��OErysl�•;p'L+�++
gMp 1 GLASS LOCATION. C�t No 58201
HEIGHTX I DLO 11.EXTERNAL WEEP SLOT= x 1-1/4"LOCATED 4"FROM BOTH ENDS.
e pro: a;e
6 --W STATE OF .tU`
I I I SS,ONA
-- -- - LucasTurne
A A r
6 451/16° 2017709-22
GLASS DLO 13:36-04:00
48 TV 9/22/2017
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZNG DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 c
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
- 1:15 1 OF 6
2woffl
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
- 3 azo
awo awoW
Z zoz wrzw
a Rw§>zz-ow�m
7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS O O F=O Q Li Q w O o
1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED o z 3 y Z d�m D'
ZaZ Z—:3—?I-7fn
7/16'AIRSPACE 7/16"AIRSPACE Q Z V 2 Z O LL V
} Q3pwp=oz
5/16'LAMINATED GLASS 5/16"LAMINATED GLASS }I.-U H Z uj
Fa- n F-}7�Og
1/8"ANNEALED 8 , OTa�W w
rnwa o�DF-
• .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT K w w 3
1 /8'ANNEALED 1/8'ANNEALED a F D. w a
QUANEX DURASEAL QUANEX DURASEAL ,,�%%gtgolos%�
IG SPACER IG SPACER %%
DREW
4 PURFECT GLAZE"H'OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 .'+,�� ..........Tulp o
t�•• Ne 58201 '��
14 1/2'GLASS BITE 14 1/2'GLASS SITE 2*.
w
• qg OF :4/z
1 1 'i���SS•�ONA;E�O��
0
SASH LITE
FIXED LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 0.6/18/12
DWG REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 scALE: SHEET
1:1 2 OF 6
fflINTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
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18 — 6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
0
PH.941-380-1574
SHEET DESCRPTIDN:
0
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3OF6