HomeMy WebLinkAboutProduct Approvals-opening 2,3,4,6,8,10,12,13,14,15 1/4/2018 Florida Building Code Online
� 3`Kl �
11-01-u-IT-110-=113011v, Mull"
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I'Search I
Florida
�c ;:: Product Approval
�i ._#,rIUSER:PublicUser OPEN# 2, 39 4, ,6, 8,
p:�.p.•SiME,e.:ron
Product Aooroval Menu>&oduct or Aoolication Search>Application List>Application Detail 10, 12113y 14, 15
FL# FL16177-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
ArchivedL
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
I
Technical Representative ]ay 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 Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
_ Evaluation Report-Hardcopy Received
i
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc. j
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.pdf !
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
I
Equivalence of Product Standards
Certified By j
i
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
I
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
I
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 EvalReoort812C.0f
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
Baric Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
I
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 emalls 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 b&Lp_.
Product Approval Accepts:
ECR M
Credit Card
-- =-_--Safe_-_. -
E&C-180 11111 FAIN 1:1
I
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmB[PrafAGHlxlsgtjUObEAbzoQ%3d%3d i 2/2
I
I
URNER � 1239 Jabara Avie.
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 61 3/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAd
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'h
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 b Gerard J. Ferrara with testing performed: TAS 201/202/203-
, � � Y g
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. 16-1117.02'
• Requires Quanex (Mikron) white rigid PVC fraining per Miami-Dade N.O.A. 17-0206.1Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6th 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.
1 ► p,Tl RE * <,
��� R� -'1 G E 1�S• �i,Q ���
Lucas =-� 58201
Turner
2017-08-30 STATE OF -'IU Z
16:11+20:00 0,�•, 8/29/2017
�'� F•' .� R p ��� Lucas A. Turner, P.E.
FL PE #58201
I
I
/-+ GENERAL NOTES:
- — SINGLE-HUNG---LARGE MISSILE- I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ����® •
• WINDOW SYSTEMSTO 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:"O/X".
51 7/8"MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INF-- -- -- ASTILTRATION TEST M E-1300-0401/09.RSSURE AND GLASS TABLES F- o w O Q W O w
Z w-1o
W zOz �_�H
63" _ __ _ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F W Z F-�3co
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z=:R¢Df w 0 O
OVERALL I I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O 00 F-OF ci<=1. w
FLANGE HEIGHT ANCHOR CALCULATIONS, z zz (n z Z j U
B O I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q E z O z O LL O
GLASS NOT REQUIRED. } ¢�?o w =O Z
DLO �Q4��'co U~zu
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w t}i)_p-wm-w-
- - - - - -
67 3/a° I I USED AT FIXED MEETING RAIL AND JAMB. az xMAX ii O0 p m
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. O x~a ul�w U)
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH �`���p1ORE4Y
3303/3/16" I I 26 7/8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �`VP:��C E NSILI
SASH `, I GLASS LOCATION. No No 59201
HEIGHT X I DLO *; ;�,
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. tit
6
= a: ?¢e
C X90. STATE OF ;�Q/
'044ONA;B01'
-
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z azo
rOWU QwpO6
o Z0Z }0�3m
LL Fw�z~3:gx
7/8'OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS Z Z=2 Q K w O O
O 0I-0d<MF-W
1!8'ANNEALED OR TEMPERED 1/e°ANNEALED OR TEMPERED Z z—U)Z Z j U U)
7/16"AIRSPACE 7116"AIRSPACE Q Z U 2 Z O LL O
} Q0WOSOZ
5/16°LAMINATED GLASS 5/16"LAMINATED GLASS Q ~F-U H Z U
1!8'ANNEALED _ _ 118"ANNEALED _ _ __ _W 0 Cl Of co a W to W - —
-- - - - zv/ww O-jmH
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a0 w F=-O d S U)
1/8'ANNEALED 118'ANNEALED a F- D_ of w a
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER �����NOREl1tio
47 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 ..........E%� TG••••
No 58201 •:11
14 1/2°GLASS BRE 14 1/2"GLASS BITE
48 48 '9 STATE OF W
OR ID
1 12 ••i�sSipN A11 EN��``
O
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 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE' SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
_ OCALA,FLORIDA 34474
W W W.CW S.CC
45 3 2 53 12 38.13 32 32 24 45
8100 PVC
0 ® _ SINGLE HUNG
IMPACT
4 r-�
z 3 ¢Z0
Ww0 mwpo
Z
Z W J❑ rr
W ZOZ 2C?H
14 .,.� 3 2QC00Z Z2rW
3 14 64 14 6 66 63 19 4 0 01--06Q=F-w
SECTION B-B 0 0 r zG"F-Cna
54 Z 0(9::1 =0�
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ z zz0,z
RIGHT SIDE SHOWS SASH SECTION VIEW. 3 0 F F-F Z—
O
---- --- --- -—-- - - -- - W 2 1)u)a co w -
14 - - - - - - LLDWa O-jV1H
39 O WF-� w�W�
40 a F- D O a
27 28
2 ��� AIDREW����ii
1 3 3z INTERIOR �
9 `�GQ.;��OEIVS�..�?i
48 ��t� No 58201 %-A
62 8 •;
O: :it
:9 STATE OF ;4i'
14
65 10
66
62 32 y f-
3 l l 23 9/22/2017
18 Q U 6
2 � 4 LUCAS A.TURNER,P.E.
3 FL PE#58201
30 1239 JABARA AVE.
U NORTH PORT,FL 34288
PH.941-380-1574
QSHEET DESCRIPTION:
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
ITEM PART FRAME CORNER
DESCRIPTION PARTS LIST VENDOR MATERIAL _ 3-1/8� _____ _ _ __ ____ _ _ _ -- _ __ —
1 H•60311 " _ CONSTRUCTION Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl W`V-IN(�DOpyWIYSYSTEWIS
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16"
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl23/16" 1900 SW 44TH AVE.
4- H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 F - I OCALA,FLORIDA 34474
3 e WWW.CWS.CC
6 5-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16^ 4 1 5!8" q 1 5/8" h�_= . & —
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" 1/1 s" 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl ff 1/16" CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl Lo 1:8
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl
19 S-6014 Scm.Adapt.,
wwo
20 S-6029 Sash Stop/FIerC VMi
C,Vert. kron Vinyl 1 1/2°,Vert. Mikron Vinyl Z_ Z
3 z w-W-I o ¢k w
13/16" W ZOZ D=--�-
23 H-1699 Reinforcement,SBR Keymark Alum 7/8" g ¢U Z O of�m
24 P-2190 Balance BSI 9/16" 12 1 LL Z Z w Z w LU O x
Z zx�¢rrLL1Qp
25 P-3059 Sash Cam,26 P 3046 Take Out Clip VC BSI Plastic
} 1/16" 1 5!8^ 2 1/8" 1/16" O O u)O Z¢H CQ a.
U 0 F- 0
'FIXED MEETING RAIL m Z-U Z Z
27 P-3763 Lock,Impact,PVC Interlock q 1/16" SCREWED TOGETHER OU ERFRAME WITH Z¢ 0(D=1 U U z O LL U
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 > ¢3 p w O x 0?
30 P-3215 Weep Cover w/Flap Geer Plastic REINF.,IMPACT HOOK-1112 ¢ o I-U z
32 P-3429 Wst 0.270_x.187 back FinSeal,Gra Ultrafab F- O o }x O
P•.- Y PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W D_U)O W U)w---
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steela z x W 0 OJ SQ F-
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16• 9l16" O w I-O n-
x >
39 P 4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 Voll 1 1/e"� a Ix- a a
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I 5/16'
44 P-3342 Seam Sealer,SM-5504 Schnee 718" �"����18 15/16" 19 �� NOREWr"4.1
45 P-3752 Cap Plug,1/2"Hole M&M Nylon X1/18. 045 1/1s" �``g P�E�y •TGp�i,
L_
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel JV;"�'� F•��F�.
48 1 P-3352 ISet.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe RubberPVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 Z No 58201 :9 Z
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label '-o* :a=
53 Sash SEE SHEET2 GLASS 3/4"� 3l4" 5/a 1/4"—{ F- y9Q STATE of :�<+r
54 Fixed SEE SHEET2 GLASS 3/16" 23 I 9 }�I( I 14 �'•,� .
56 P-3281 Spacer Duraseal 13 15/16" 1/16" 1" 1/16" 7/8" � ��4,SfpNp;�N�`��
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/1s" L 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 Betterwe Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r
67 P-3029 Screen Pull Tab Summit Alum
68 P-3033 Screen Spring,SS FI.Screen SS 9/22/2017
70 P-3113 Screw 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 97063 Co%er,Fixed Rail Mikron Vinyl 0 1239 JABARA AVE.
73 1 S-1112 lReinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16" 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6" 3116•
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,696 1~-3' BOM AND EXTRUSIONS
7/+ 1/16" rO a
i SCREW SUPPORT-3113 DRAWN 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. SCALE: SHEET
1:2 40F6
,I
6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2
8100 PVC
10 vz" I I
MAX.O.C. SINGLE HUNG
cryP)
L O INSTALLATION IMPACT
ANCHOR(TYP.)
I I Q Z NW
I I F ❑WO 0�6
Z WJO <r 0WW Z_OZ W_ZF-
Q
o m }OWm
L -2MTGRAa O OxOQQWOO
4"(TYP.)J 0 Um�zQ FPcia
I I a z-0 ZI.-OW
I I Q -ZOWZOV0
r--LL20 LLZ
Y Q ���0)U~Z�
101/2" „ ~ g4'}0WU1W
- - -- --- --- - ---- - --- - ----- --MAX.-O.C.--- -- - - --- --- - ---- - - -- - -- - - - -- - - - - -- -- -- -- --- -- - -- --- -- --W- -LL-� - 0- - -
� Z-Wa0
(TYP. I I 0 W F=-0 W O >_
EL 4 I d 4 .O�a
ORE�����4.
4"(TYP.) -- -- -- N W
GQ°. .....
G ENSF GQti•L
4"(TYP.) NO ANCHORS REQUIRED IN SILL v No 58201
ANCHOR LAYOUT-(FLANGE) =ro: ;a.
0: STATE OF
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 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 TABLE1,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/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15
50F6
—. -- -----"--- TYPICAL HEAD ANCHORAGE— --- ----- --------"----- __------- - - ����® �--
MIN.EMBEDMENT WINDOW SYSTEMSMIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1BY OTHERS 1900 SW 44TH 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.
BY INSTALLER SEE TABLE 1 8100 PVC
INS DE AND OUT STALLAT EON ANCHOR SINGLE HUNG
a
SEALANT BEHIND C� C3 �] E TABLEIMPACT
FLANGE BY INSTALLER 114"MAX.SHIM
la-- 0wo wwop
�� ¢ z
W z0Z}wrzwL
PERIMETER SEALANT LL Fa-W Z F-3:2 2
BYNSTALLER Z Z 2 2 Q w w 0 0
INSIDE AND OUT O O F-O V Q=F-.K
INSTALLATION ANCHOR U U U F-z a F.y a
SEE TABLE 1 SEALANT BEHIND o z j—Z F-
FLANGEBYINSTALLERi Q z U w z O LLU
CONTINUOUS DOUBLE 3/16"BEADS OF / n 1 HORIZONTAL SECTION �'0 Fw-OF-O Z
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE _ W >'0�O o
_ W
PERIMETER AT ALL INDICATED POINTS - - _ LL U w �_U
BETWEEN FRAME AND BUCK BY INSTALLER. a Z=D- w O�v
0 wF 0 w=wU)
1/4"MAX.SHIM a F-
d a
SEALANT BEHIND
CD
FLANGE BY INSTALLER
u ���• pt10REW
PERIMETER SEALANT MIN.EMBEDMENT `.��JOQ�"v�0 E N SF G,Q'L
BY INSTALLER SEE TABLE 1 Z- No 58201 C A
INSIDE AND OUT * * *4
SUBSTRATE BY OTHERS '1). STATE OF ;�4/
SEE TABLE 1 MIN.EDGE DIST. •y6`s'C�0 R 10P'G�a��
/ A� VERTICAL SECTION SEE TABLE 1 oO �i ljS'ONA;
6 TYPICAL SILL ANCHORAGE
9!22/2017
TABLE1:APP OV FASTENERS LUCAS A.TURNER,P.E.
PE ANCHOR TYPE MIN.EMBEDMENT MI FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CRETE(2.0 KSI MIN.).. 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT- 2" INSIDE AND OUT �
/ c \ HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" V. �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
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8„ 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.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 HILT]KW IK-FLEX OR 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.
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-812 C
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