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FILE COPY
ST. Lucie County, Permitting
PRODUCT APPROVAL NUMBER:
FL #16177.1
OPENING IDENTIFICATIONS :
1 . SH
1/4/2018 Florida Building Code Online
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OFFICE OF THE FL# FL16177-R2 RECEIVED
SECRETARY Application Type Revision
Code Version 2017 MAR 2 9 2018
Application Status Approved
ST. Lucie County, Permitting
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category (ZE )
Subcategory e Hung
Compliance Method Evaluation Report 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 Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option 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 FL16177 R2 II CWS-812C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R2 AE EvalReDort812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
back F9ext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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
https://www.flohdabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%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 Missile Impact, 51 7/8"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-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara 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 National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/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 shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed 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-Dade 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 they comply with the requirements of the
6`h 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 this product.
�..� NORE w r•,,
ly
Lucas ?-�:' No 58201 ;_
Turner
2017-08-30 ;'
.� STATE OF . 1U
16:11+20:00 ;=,�`�' 8/29/2017
'�,�F�• 0 R t o.����.+ Lucas A. Turner P.E.
�'t.#,Sj0NA� %1%%►`�� FL PE #58201
�
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
WINDOW SYSTEMM III
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT S LCL
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:"O/X".
- 51 7/8"MAX.UNIT WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
--47 11116"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 Q 3
-- -- -- ASTM
INFILTRATION
0 04e01/OgRESSURE AND GLASS TABLES ¢ o w o Q w c c
z w�❑ Lu
w zOz �-zLz
co
63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED - �w Z �li
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=2¢X w 0O O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F O 0 4=F
FLANGE ANCHOR CALCULATIONS. U O In F-z D_F V)D_
HEIGHT X00-z=)U-
B O I B 21 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q FU M z O W O
GLASS NOT REQUIRED. >_ <3 O a O
DLO Q »�iOui
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw w0 0 XpJ
6�4' I I USED AT FIXED MEETING RAIL AND JAMB. a z=d o 0 O_
UN R O wFWO, wxOf>_
HEIGHT - 8.SERIES/MODEL DESIGNATION SH-8100. a H a D'�a
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
I I X=OPERABLE SASH,O=FIXED SASH ``����Pp10RE W�T4,��
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR VP5•��G E NS�G�Q^�
MAX 26 7/8" LOCATION.
SASH `, I GLASS •• No 58201 .��
HEIGHT X I DLO
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
6 �O" STATE OF :4W:
-_ __ --- LucasTurne
A q r
L1767— 451116. - 2017-09-22 Z�
I GLASS DLO 13:36-04:00
�- 48 3/8" - 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 DESCRPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECT ON VIEWS.................................3 RATING DWG M: REV.:
EXTRUSIONS 8 B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
i— 1:15 1 OF 6
WINDOW
YSTEMS
1900 SW 44TH AVE. ffl
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z 3 az3
F pwo p
¢w0
0 Tw�
p >—OoW3m
w F-wzF-3mx
71W OVERALL INSULATED GLASS 71W OVERALL INSULATED GLASS O Z m 0 Q Q w p 0
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED V U- Z a a
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7/16"AIRSPACE 7/16'AIRSPACE Q Q z LL 2 O p,Z
5/16•LAMINATED GLASS 5/16'LAMINATED GLASS 2 d O�f-C z
1/8'ANNEALED 1/8'ANNEALED W 0 0 Of U)i o w Vi w
LL N W
.090'PVB INTERLAYER BY DUPONT .090'PV8 INTERLAYER BY DUPONT w x 4_ Nr p to
p wl-0 (L x .
U)
1/8"ANNEALED 1/8"ANNEALED d Fx- d 3 d
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER ����jORE W X414
PURFECT GLAZE"H'OR SIKAFLEX 552 PURFECT GLAZE'H'OR SIKAFLEX 552
JOF•r..��CENSF.,'Q2tny
r: No 58201 1�
14 1/2"GLASS BRE 14 1/2'GLASS BRE G
7O: STATE OF :�
O
ZZ
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 DESCRPTIDN:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SIE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
j OCALA,FLORIDA 34474
W W W.CWS.CC
45 X321 �7� 53 1 38 13
8100 PVC
Z - ® SINGLE HUNG
�o IMPACT
aZ 3 aZ0
H 0WU �Wpp
LLJZ o o}0 L 3 a0
0
3 14 54 14 6 6663 18 4b O 0 06<=ow
SECTION B-B p Z_ n?Z ?a
Z OO
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Q -L M p
t- O LLz
RIGHT SIDE SHOWS SASH SECTION VIEW. <�>O w-F=.OZ-
p p F »�0
W LLU)W wo wuj
14 39 O W~0 wof o�>-
40 a a x
8
,tSOREvv����i.
1 3 INTERIOR
9 `�G•.��CENgF•.Qy'.
48 No 58201 'n 2
Ot• STATE
°'SSS.oN A E�;••`�
(91-153
°85 10 y
\ 3 y
3 9/22/2017
to 6 ---
LUCAS A.TURNER,P.E.
2 _ 4 FL PE#58201
3 1239 JABARA AVE.
30
�ONORTH PORT, 34288
PH.941-380-1-1 574
SHEET DESCRPT":
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG 0: Fuz ..
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 30F6
PARTS LIST FRAME CORNER
ITEM I PART# 1DESCRIPnON VENDOR MATERIALCONSTRUCTION
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 3 tl3"
2 H-6031 Main Fr.,SH,w/Flg.,PVC,SillMikron Vinyl 1 15/16' 29�mffl
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 r-23/16' OCA A, LTH AVE.
4 H-6031 Main Fr.,SH,w/F kJ.,PVC,R.Jb. Mikron Vinyl 2 B WWw.CWS.CC
FLORIDA 34474
Y 3 WW.
6 S-1577 Impact Hook Keymark Alum 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum1/16' L I 1/16' 1/16• CORNER WELD $100 PVC,
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
13 1 S-1498 lReinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-8028 PVC SASH TOP RAIL-8027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl zQ 3
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2' O ul O U)w 0 p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 13/16, 37 W Z JO Z z F
23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 0 Q rn�>.O X 3 m
LL 24 P-2190 Balance BSI 9/16'— --� 1 1 Z Z M M a Qf Ul 0 O
25 P-3059 Sash Cam,PVC BSI Plastic 3 0 01--0�.a ai a
26 P-3046 Take Out Clip BSI SS11016' 1 5J8' nn 2 1/8' 1/16' FIXED MEETING RAIL Z0Z Z m�Z Z _m
27 P-3783 Lock,Impact,PVC Interlock U 1/18• SC�WOUTERFRAME WITH Q O Z LL 2 O to Z O u_0
28 P-4069 Keeper,Impact,PVC Interlock Zamac REINF.,IMPACT HOOK-1112 0000 1.8 3 O F o t Z Z
30 P-3215 Weep Cover w/Flap Gaer Plastic F V Orn
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray URrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W OLL U) 0 w U)Lu
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel (L ?=a of 0 m U)
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 15/16' 9/18' 1:�'81
' a.
0 Lu=F- w 3 W rn
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8"y y18. (L a o
40 P-4264W #8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I �uur�i
44 P-3342 Seam Sealer,SM-5504 Schnee y 7/} 18 15/18 �5, /169 � 100,
��%%% P�O W
45 P-3752 Ca Plug,1/2"Hole M&M Nylon 1/16• 1/16• L
47 P-3438 Sikallex 552 or Purfect Glaze"H" Sika/Henkel
48 P-3352 Set.Blk.,85 Dur.,1/8"x5/8"x 2'Lg. F.Lowe Rubber PVC SASH STOP-6025
PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 Ste; No 58201 :15 t
51 P-3881 Temporary Lbl.(NFRC/DP) *:
52 P-3613 CWS Lbl.(logo) Pro Label ' yg•
53 Sash SEE SHEET GLASS 3l4� 314' 1/ 1� �� STATE OF :4
54 Fixed SEE SHEET GLASS 3/16" 3 I 14 '��eF <O... *✓"
56 P-3281 Spacer Duraseal r 13 15/116' 1/16' 'I 0�1/6" 7/L_� 11101010110
fJ qi
62 P-3218 Screen Frame,Horiz. Allmetal Alum i 1/16' �— I-
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.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 P-3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 IScrew Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16" FL PE#58201
72 S-6063 Coker,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
PH.941-380-1574
74 P-3541 #8 x 1/2',Pan Head,TEK Fastenal Steel
1 5/16• 1/2' SHEET DESCRPp
TN:
LINE ITEMS NOT USED: 6 s" 3/16' LI �3'� BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57.61,69 0
7/}' 1N6• r�
i SCREW SUPPORT-3113 SAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SSE: SHEET
1:2 4 OF 6
6"MAX.(TYR) ---}- -- 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I SEE NOTE 2
8100 PVC
10 112
MAX O.C. SINGLE HUNG
(TYP-)
OINSTALLATION IMPACT
ANCHOR(TYP.)
Q z �: Q Z
I H 0 W 0 Q~W~Q p
W Z O z W~ H
Q(n�y 00'
y
- `MTG RAI_ O 0E-06<W O O
4"m,P)� 0 0 zCLHv~ia
Z z f- w
Q 0 Z U c Z n U_
H-W200Wz
Z
M101/AX 2" W o0 ofU)0>-5 9w
W 0 J n H
(TYP.) fL =D- tr 0 UJ
O W X 0 w=��
F- a (�a
(TYP.4"
VP".�10ENSF•.�Z:�
4"(TYP.) NO ANCHORS REQUIRED IN SILL No 58201
ANCHORLAYOUT-(FLANGE)
O••. STATE OF ;�.
u
NOTES:
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 MANUFACTURERS 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 DESCRPTIDN.
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 a: 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/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) 1:15
SOF6
TYPICAL HEAD ANCHORAGE 29�mw
MN.EMBEDMENT
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS OCA A, LTH AVE.
1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BY INSIDE AND UT SEETABLEI SINGLE HUNG
SEALANT BEHIND O SEE TABLE TON ANCHOR IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
Z � <Z0
0 H 01U0 QWOW
Q ZNz Oa:Zm
PERIMETER SEALANT LL �W Z H�2 S
BYINSTALLER Z Z=f Q W w 0 0
O Oho
INSTALLATION ANCHOR INSIDE AND OUT U U"�Z IL y a
SEE TABLE 1 SEALANT BEHND 0 Z'qZ H=)to
FLANGE BY INSTALLER O Z U U Z 0 U U
�\ > a3pw-i0?
CONTINUOUS DOUBLE 3/16"BEADS OF / B HORIZONTAL SECTION Q 2 9�}I-�O
TYPICAL JAMB ANCHORAGE
6
TREMGLAZE U1600 SEALANT AROUND W 0 0 0=p O W 2 W
PERIMETER AT ALL INDICATED POINTS Z y w O-1 v)F_
BETWEEN FRAME AND BUCK BY INSTALLER. (L W F p d 0�}
w3.W�/)
1/4"MAX SHIM a F- D_ W IL
SEALANT BEHIND
FLANGE BY INSTALLER 011111109",
1� E W)����''
PERIMETER SEALANT MN.EMBEDMENT J:•
BY INSTALLER SEE TABLE 1 Z—: No 58201 :9¢
INSIDE AND OUT
STATE 0F
SUBSTRATE BY OTHERS •••I . A,
SEE TABLE 1MIN.EDGE ��F O R L O••' ��
SEE TABLE DIST. ���4 too A;
VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
D 9/22/2017
TABLE 1:APPR V STALLATION FASTENERS LUCAS A.TURNER,P.E.
ANCHOR TYPE MIN.EMBEDM FL PE#58201
CONCRETE 2.0 KSI MN. 3/16'fTW TAPCON 1-1/2" 1-1/B' PERIMETER SEALANT 1239 JABARA AVE.
( ) BY INSTALLER
HOLL INSIDE AND OUT NORTH PORT,FL 34288
C HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1' 1" gSHEET DESCRPTpN:
BOX FRAME INSTALLATION
GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16'TTW TAPCON INSTALLATION DETAILS
2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8' 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")MN.STEEL STUD #10-16 HLTI KW K-FLEX OR TTW 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.(33 KSI
MIN.)OR #10DRI GRADE 5 SELF-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 60F6