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Product Armr-al Menu>Product or Aooilcation Search>Application Ust>Application Detail
FL# FL1617 -R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived l
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
®J Authorized Signature Kevin Pine
p kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.c.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352) 22 Ext 221
amonteverdeeverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the 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
Wj Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.Dclf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/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=wGE-VXQwtDgvyf4ngAXh l Oy... 1/3/2018
Florida Building Code Online Page 2 of 2
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
ummary 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 FL.161.77 R2 11 CWS-81.2C.Odf
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. FL16177 R2 AE FvalReoort812C.Ddf
Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
Back Ncxt
Contact us:;2601 Flair Stone Road,Tallahassee Ft,32399 Phone:850-487-1.824
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 a-mail address released In response to a public-records request,do not send
electronic mall 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 born_. .
Product Approval Accepts:
' C(edlt Card'..r `
Sa"fe� t
https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 18/2018
�J� TRITER 1239 Jabara Ave.
1 North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29, 201.7
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"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 FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6"'
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-8120, 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 AAM:A/WDMAiCSA 1.01/I.S.2/A.440-08
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-8120.
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 I-IVHZ) —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 fi-aming 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.
k0j"t'JIM1110s-rATE OFt
No
1.oma• 'lei 8/29/2017
Lucas A. Turner, P.E.
�fx�'iiAetit ► �', FL PE #58201
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT
I 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVINDOW SYSTEMS
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.C:'JS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 118"MAX „/ R.�Ai I Fl NGE WIDTH 8100 PVC
51 718”MAX UNIT WIDTH 3.CONFIGURATIONS:"O/X". 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 ¢ z ¢z O
-- -_ - INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. z w o o ¢w z w
w zOZ w_Z1=
63" _ _ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 F W Z 0 T 3:
MAX. - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=m<afwoo
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1-O 0¢=I_0�
HEIGHT GE ANCHOR CALCULATIONS. o Z-u) z F~-0 0)
B O I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢] z -z O g Z O w U
GLOSS NOT REQUIRED. <Q O w 0 F=-O
�< N Z
¢ U g
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O _ o w 0 w
61 MAX" I I USED AT FIXED MEETING RAIL AND JAMB. z N IL
a w O
UNIT O w I-w W w N
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. tr 2 D- 'u�w
D F 0-
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ��uiut��r4
X=OPERABLE SASH,O=FIXED SASH ,pol' ORF4Y f"
MAX30 76" 1 1 26 7!8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR y C'V.."'0 E'�/ s:G,p
SASH 1 GLASS LOCATION. No 5S'L,ht "".�'P
HEIGHT I DLO
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. i
C y O: STATE OF
L
n - -- A
6
451/16" 7
GLASS DLO
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 6ESCF2IF'TION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY. DATE:
GENERAL NOTES$ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.,...............................3 RATING DWG;t: REV.:
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR TIONSCHEDULE&NOTES.........6 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: —SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a z Qz3:
I- Cw0 Wwpp
Z W�0
W ZOZ W—E--
0 zz0§>-0W�ym
LL P ZI-�:m2
7/8"OVERALL INSULATED GLASS
,718-OVERALL INSULATED GLASS =-0 O FO Q W W O O
118"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED O O-Z Z Z 0_
7116"AIRSPACE 7/16"AIRSPACE Q O Z O�-=O-
5116"LAMINATED GLASS 5116"LAMINATED GLASS Of g 2 O w O-
Q >-(DU Z2
118"ANNEALED 1/8"ANNEALED W 0 0 W U)0 W O w
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 00 W F=-0 CL (L }
118"ANNEALED 1/8"ANNEALED d F 4. w
QUANEX DURASEAL QUANEX DURASEAL
IG SPACERK IG SPACER �.****µORgN''�ft,
�
47 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 ���c��.•••'"•oBrv'q
14 1/2"GLASS BITE 14 'i 112"GLASS BITE
48 29 � >I V. STATE OF :�4`
`moi C�'•[`lOR1C�1:
1 12 S`i..fVA t..
O
FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER.P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET D'ESORTPTION:
GLAZING DETAILS
{ DRAWN BY: DATE:
BAT 06/18/12
DWG REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 §GALE. SHEET
—- --- ------- 1:1 2 OF 6
INTERIOR WINDOW SYSTEP9S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WUWV.CWS.CC
45 3 27 53 12 38 13 32 3 4 45
8100 PVC
SINGLE HUNG
o IMPACT
45
Z 3S QZ3:
�} H O W O to W Op
�14
WZOZcr-Z14 i 3 � OLL F111 ZO�m=Z Z=�aXWOO
3 14 54 65 66 63 19 4 O O I-O 0 a=F 0,
SECTION B-B 0 z—-Z F j 0
Z 000---Do—
NOTE:
_
sa NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ —z 0 g Z o LL O
RIGHT SIDE SHOWS SASH SECTION VIEW. > 4 O W Q=O?
�< F- Z
rx z�wcnow(ow
14 39 a0 WFof K3,WU)
40 (L 0-
7 2 28
OidHOR$l ��q
1 3 INTERIOR �.`�y�� k
o � • ......... •.`p i
cl tY CC '✓
STATE OF .�14C
, rl OR 1 QPpia`'
14 53 Ss+ONA i�tN.%�
65 10
66
62 Q Z
3 f-
23 9/22/2017
18
6 LUCAS A.TURNER,P.E.
2 74 FL PE x 58201
30
3 1239 JABARA AVE.
[= NORTH PORT,FL 34288
PH,941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG S: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY;
CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SHEET
_.._..._._._u_._.—. 1:2 3 OF 6
PARTS LIST FRAME CORNER
ITEM PART ft DESCRIPTION VENDOR MATERIAL CONSTRUCTION (�(S�a1J7SYSTEMS
3118" LLlYrIISS////((JJCC//llll
1 H-6031 Main Fr.,SH,vv/Fly.,PVC,Head Mikron Vinyl WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl t 1 15116" 23/1 6'
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 - OCALA,FLORIDA 34474
8 WWW.CVVS.CC
6 S-1577 Impact Hook Keymark Alum 3 t0
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' t 15/8" 1 i-1
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' ns8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl t� t/16^ CORNERWELD7
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/ToplBot.Rail Mikron Vinyl _ 1:8
13 S-1498 Reinf.S.B,R./S.S.R IMPACT
14 S-6064 GIz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASFI BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl � o w m W O j
1 112"-- Q 0
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 z Ou
13/16" W ZOZ --I"'
23 H-1699 Balantrcement,SBR Keymark Alum 718" 1 1 0 LL ~Co z O�2
24 P-2190 Balance BSI 9P16"^ Z z x 2¢IY W 0 0
25 P-3059 Sash Cam,PVC BSI Plastic 1.-II �U- 1O O O U)O z¢a=F 0-
26 P-3046 Take Out Clip BSI SS II 1 518" 21/8° 7116 FIXED MEETING RAIL 0 z-)--Z Z���
27 P Lock,Impact,PVC Infedock SCREWED TOGETHER WITH z 00::'Uj-=)O-
-3783 1/16" OUTERFRAME Q F-Z O W 0 0 u_Z
28 P4069 Keeper,Impact,PVC Interlock 7.3ma( REINF.,IMPACT HOOK-1112 1.8 IX <Q 0 I'-!=Z
30 P-3215 Weep Co�ervv/Flap Geer Plastic ¢ y n U ui
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 0 0�Crib 0 w 0 w
37 P763B #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel R LL Z=W 0 O U)i-
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16"^{ g/1G" 0 W I-0 w= >-
39 P-4051 W#8 x 1.25D Ph FH TEK,Wht. Hub City Steel I ,/2• ,1/g^ a F n �s aw
40 P-4264W#8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 6/76"
urnuu
44 P-3342 Seam Sealer,SM-5504 Schnee 7/6" 18 1 5/7 1g ����`1�tyOREw Tree"
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 045" QS;P.........T G ,
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel S�•.�`
48 P-3352 Set.Blk.,85 Dur.,118"x 518"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 2 v° No 5S201
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label
53 Sash SEE SHEET GLASS 314":- 314" �f8 1/4' '�:" STATE OF :�Ll�
54 Fixed SEE SHEET GLASS 3/16 9 14 ?4�FS;clUR1CPp���:
56 P-3281 Spacer Duraseal r 13 15/76 I�I,/,6^ 1" rr4r �ONA� ����`
62 P-3218 Screen Frame,Hodz. Allmetal Alumi-- e
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. GTPA RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6084
64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.R./S.S.R.-1498
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterme Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-i 836 Alum.Fixed Rail Keymark Alum 0 31,16" FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl 0 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
7 5116" 112" SPTEET DESCRIPTION:
LINE ITEMS NOT USED: 5" 3/16°
5,7,11,15-17,21-22.29,31,33-36,4143,46,49-50,55,57-61,691 6 �— 1- '-"`-`3" -{ BOM AND EXTRUSIONS
Ila" vts• O 70
'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. scn%E- SHEET
1:2 40F6
6"MAX.(TYP.) —y- WINDOW SYSTEMS
17"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.)- I OCALA,FLORIDA 34474
WWW.CWS.CC
SEE NOTE 2
10 1/2" 1 8100 PVC
MAX.O.C. SINGLE HUNG
(T�t-1-- � INSTALLATION IMPACT
ANCHOR(TYP.)
Q Z �W� D
o z:;z mZ}Ox3:m
T --- ---�MTGRML. z z M` E Q w W 0 00
O ONOz co
"(TYP-)� I I O Z�?Z ZrDy
Q OZOoZ=O0
Q OL
gQ�W OFZUj
Z
101/2" xN Kwo
MAX.O.C. W OLL N W Tn D J 0)W
O Wt-w W=-
4 I d d u,�iE d
4` TYP.) goREWpq
x GET7s Fes:
4"(TIP.) NO ANCHORS REQUIRED IN SILL--] v No 55201 ••:
ANCHOR LAYOUT-(FLANGE) STATE OF
C'.INST.=LATION
NCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
T EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE
OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 6. 9/2212017
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 CONCRETEICMU 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. owO u: REV,
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: CWS-812
SHEET
SCAT-E
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST, SEE TABLE 1 SUBSTRATE
SEE TABLE 1 114"MAX. BY OTHERS SHIM SEE TABLE 1 OCA A,FLORIDA 34474
44TH AVE.
UBSTRATE BY OTHERS I - -- —� WWW.CWS..CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLET MIN.EDGE DIST. 8100 PVC
BY INSTALLER j SEE TABLE 1
INSIDE AND OUT
INSTALLATION ANCHOR SINGLE HUNG
SEALANT BEHIND —� SEE TABLET IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q Z qZ0
a I U W O <I-woo
' W ZOZ crt_�-
PERIMETER SEALANT LL F-W Z F-3::Ex
BY INSTALLER Z Z x 2 g w W O 0
INSTALLATION ANCHOR INSIDE AND OUT O 01
0'j qa F N d
SEE TABLE 1 SEALANT BEHIND 0 Z O,-z I-O v1
FLANGE BY INSTALLER Q O Z U U Z�U U
' F__LLg00LLZ
CONTINUOUS DOUBLE 3116"BEADS OF / n ` HORIZONTAL SECTION Q �<>_�U�Z C6
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O D�(p W O W
PERIMETER AT ALL INDICATED POINTS Z s2 W O-j(/1 I_
BETWEEN FRAME AND BUCK BY INSTALLER. LL x LL K O-'In
o WF-O 1
114"MAX.SHIM a- F d ( d
SEALANT BEHIND
FLANGE BY INSTALLER 'OREu+��tt
7J�. ....... T tai
PERIMETER SEALANT ..............
GP',.L�CEtd �G�Q�4:
I BY INSTALLER MIN.EMBEDMENT v 1• Na 55201
INSIDEAND OUT SEE TABLE 1
j2
SUBSTRATE BY OTHERS--- • STATE OF :4,1
SEE TABLE 1 MIN.EDGE DIST. `�ir�"S•:O R `
SEE TABLE 1 /ONAI S,%"'`
/_A'1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHORTYPE fAIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1• 2" INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" /_C� HORIZONTAL SECTION
6 BOX FRAME INSTALLATION 3REET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 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 1-318" 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 KWIK-FLEX OR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG It: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7116" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. §CALF: SHEET
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