HomeMy WebLinkAboutProduct Approval (3) PRODUCT APPROVAL NUMBER :
FL #16177.1
OPENING IDENTIFICATIONS:
1 . SH
2. SH
6. SH
7. SH
8. SH
1/4/2018 Florida Building Code Online
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OFFICE OF THE FL# FL16177-R2
SECRETARY Application Type Revision
Code Version 2017
Application Status Approved
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 Windows
Subcategory Single 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.Ddf
Referenced Standard and Year(of Standard) Standard Year
HAMA/W D MA/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.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy8QtjDbmBiPrafAGH[xlsgtj UObEAbzoQ°/a3d%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
CFL# 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.Ddf
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 EvalReport812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
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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 mall.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 pubic 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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https:/twww.floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsggUObEAbzoQ%3d%3d 2/2
URNER1239 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, 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-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`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-210-3 815-1 A, -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. 16-1117.02,
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10,
,I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6m 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.
V40 RE W
.0 E N
Lucas No 58201 ;-P
Turner
2017-08-30 '
16:11+20:00
91 14.OF �4+': 8/29/2017
. opt .
••,�F •.�.......0 '•{,�: Lucas A. Turner, P.E.
��� S��NA��;:+'��� FL PE#58201
S:NOTE
L
SINGLE HUNG - LARGE MISSILE IMPACT 1.THEPGENERALDUCNOTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED owz
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
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'MAY.OVERALL FLANGE WIDTH 8100 PVC
51 718'MAX.UNIT WIDTH 3.CONFIGURATIONS:'O/X'. SINGLE HUNG
47 11/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e0l/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES H -w p ca/7 w p o
-- - -- ASTM E-1300-04e01/09. z w J p a k z w
w zOz o'_-L
co
63" _ __ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F W Z O�m
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z z ¢Of w O O
OVERALL I 1 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD OU O I-O 6 a=F X
HEIGHT ANCHOR CALCULATIONS. a z-0 U) -z r Z)N
O Q OZOv1zoU-
B i B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE F-LL 20 O w Z
i GLOSS NOT REQUIRED. Z <3 0 w-z Z-
K��»3:O'
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w OLL O d'co O w V)w
61 3/4' 1 I USED AT FIXED MEETING RAIL AND JAMB. dFf z=a 0 p 0 F-
UNIT O wH0 0. ��
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a o w 3 a
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH ppREW
303116"
MAX 26 7/8' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
SASH `, GLASS LOCATION. No 58201 •••:��6
HEIGHT Y DLO
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. #
6
9 STATE OF
LucasTurne
s A r
451/16 2017-09-22 Z�
GLASS DLO
48 3/8' 13:36-04:00 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 DESCRPTgN:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES a ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING DWGa: REV.:
EXTRUSIONS 8 B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE a NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INST6LLATION DETAILS....................6 SHEET
1:15 1 OF 6
Qg�mffl
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
i 3 aZ3
OwO Qwpo
o z�oz}0W3m
LL �w�Zf-3�x
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS Z Z x M Q 0_w O
O OFOCjQ��
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED 0 Z w N Z Z y
r
7/16"AIRSPACE 7/16'AIRSPACE Q o z LL 2 o O LLZ
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS Q M�O}-U LZ uj
=)1/8'ANNEALED 1/8"ANNEALED w C p l-LL(q W u)O J_/)r
.090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT a0 w F p d Ox'f}
11W ANNEALED 1/6'ANNEALED a a w 3 a
QUANEX DURASEAL QUANEX DURASEAL pµluff"
IG SPACER IG SPACER p011 tj0RE W o���p
PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 ��� P••'•'•• TG l
14 1/2"GLASS BRE t41l2'GLASS BITE _*;
t
8 48
=v: eac
9O; STATE OF ;4
1 1 off
NA;EN���,
0
xZ
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 11E: SHEET
• 1:1 2 OF 6
INTERIOR
29�mw
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
53 12 31113 3 3 4 45
8100 PVC
iN SINGLE HUNG
IMPACT
45
Z OWO V1Wcp
1 Z W J 0Q WW zOz O: �:54w
3 Z ZSmQofujo_
14 6 8883 19 4 O OFOV¢=0W
SECTION B-B O L)U)F-i a P fn o.
Z 00=1
�7U�
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, < F LL 2 0 O W Z
RIGHT SIDE SHOWS SASH SECTION VIEW. >- <3:O FFO—
r
D0, >- QO2
D_' Zfn WNO JfnH
14 39 0 Lu 0 a=w>
afLu3
40 0- a � CL
•����r1ORE W I4
3 ` ,.
1 INTERIOR �•` P• TLG,p�i
9CENSF,�.;L�i
v: No 58201
62 8
STATE OF 110
to
V♦
SS'ON A,EN••`•
14 53
10
3
3 9/22/2017
18 6
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30
o NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
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 3 OF 6
PARTS LIST FRAME CORNER //�_ _�/J�
ITEM PARTp DESCRIPTION VENDOR MATERIAL CONSTRUCTION 1( )l/ll\"�/�])m'L/A/d
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 3 1/8^ \S/lS'll4W SYS Inl(��/�I
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl khl
WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 F�2371s' OCA A, LTH AVE.
4 H-6031 Main Fr.,SH,w/F PVC,R.Jb. Mikron Vinyl 2 WWW. FLORIDA 34474
kJ•. Y 3 � e W W W.0 W S.CC
6 S-1577 Impact Hook Keymark Alum 4
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1 15/8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' 1/16• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL :8 ES) SINGLE HUNG
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 70P RAIL-8027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl < z ¢z 3:
19 Sf014 Scm.Adapt.,PVC,Vert. Mikron Vinyl1 112• z w w O Q�z w
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 37 w z O Z of——
1 3/16'
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' a Q rn�>O W�m
24 P-2190 Balance BSI 9/16" 1 1 O O r 0¢of w 0 0
26 P-3046 Take Out Cli25 P-3059 Sash Cam, p BSI BSI PISSIC 1116 15/8' 2 1/8' 1/16• U U j Z 0 F y d
FD(ED MEETING RAIL 0 Z—N Z F
SCREWED TOGETHER WITH z O �Q—
27 P-3783 Lock,Impact,PVC Interlock 1/16" OUTERFRAME ¢ z Q rn z C)
—L 20 LLZ
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:e > a O w—=O—
REINF., ~Z
30 P-3215 Weep Cover w/Flap Geer Plastic IMPACT HOOK-1112 ~¢ m F O
O0of»w—Lu
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Uftrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-7836 w LL W U)0 w rn w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a ?=0. CC 0 uSQ~i
f
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 15/16" 9116' 1 1/8. 111 Of _~w w�w N
39 P-4051W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 1/8^y � 116.
40 P 4264W#8x314 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 �rrrrrri
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" to 15116' 19 .%` 10REb"o.
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16' �5' 1/16• :��pr?P'GEN''•TGQ��.
47 P-3438 Sikallex 552 or Purfect Glaze•H• Sika/Henkel 1/16 �.JG:
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 No 58201 :?)
51 1 P-3881 ITemporary Lbl.(NFRC/DP) *:
52 1 P-3613 JCWS Lbl.(logo) Pro Label �— 1g"+—
53 Sash SEE SHEET GLASS 3/16 y 3/4va•�{ Di. STATE of :�
54 Fixed SEE SHEET 2 GLASS 3116 I I ��.'�• .oR� �'C��,
3 14
56 P-3281 Spacer Duraseal 73 15/16• 1116"
62 P-3218 Screen Frame,Horiz. Allmetal Alum
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 1 P-3029 IScreen 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-1836 Alum.Fixed Rail Keymark Alum 0 3/78• FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact HookKBymark Alum NORTH PORT,FL 34288
PH.941-380-1574
74 P-3541 #8 x 1/2",Pan Head,TEK FastenaI Steel
1 116^ 1/2' SHEET DESORPTION:
LINE ITEMS NOT USED: s 5" 3/167 F�3" '1 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/+ 1/16'
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
12 4OF6
WIN�t�
6-MAX.(TYP.) 17-MAX.O.C.(TYP.)
1900 SW 44TH AVE.
6•MAX(TYP.) OCALA.FLORIDA 34474
-- -- -- WWW.CWS.CC
, I SEE NOTE 2
8100 PVC
101/2'
MAX O.C. SINGLE HUNG
mP l
L O INSTALLATION IMPACT
ANCHOR(TYP.)
I I Q 3 aZO
I I Z wJa ¢W0W
W ZQZ lY��F
Q Qw�Y0W3m
T —�MTGr U Z ZSm Qwwoo
(TY )-J O Oq)O U D-FP co a.
4' P. ' I o Z-j?ZF��
I I Q OzoozoUU
1=—W 2 O O LL
Y �30w�F0—
10 112' /\ w O��v}iowinw
MAX O.C. W to W O�vn F-
0 wH0 a-7 >
4'(TYP.) -- -- -- �,,pa,PNoREW
OENs••TG�Q��i�
4-(TYP.) NO ANCHORS REQUIRED IN SILL :• N. 56201 •t�11
ANCHOR LAYOUT-(FLANGE)
SV. STATE OF
NOTES: SSiONA$E����`
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 W00D 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 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
owc REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a:
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 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT 29�mw
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.0 W S.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT A SEE TABLE 1 MIN.EDGE DIST. 8�OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLATION SINGLE HUNG
SEALANT BEHIND S ETABLE1ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q 3: 'c z
OF aw0 Qwp�
a Z 0 Z} 0 w 3 m
PERIMETER SEALANT LL F w Z I-3:g x
BYINSTALLER Z Z=2 a Of w 0 0
INSTALLATION ANCHOR INSIDE AND OUT 0 OU 0 Z d F N d
SEE TABLE 1 SEAN BBEHIND ER Z 0(!)U Z 7 U_U)
ZO
Y < 0 m0?
CONTINUOUS DOUBLE 3/16"BEADS OF B1 HORIZONTAL SECTION Q � (n U 3:z C6TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O 0 w o)p w vi w
PERIMETER AT ALL INDICATED POINTS Z U)w O_j m H
BETWEEN FRAME AND BUCK BY INSTALLER. 0_ 10- of 0 to
0 wH0 a=�>
w In
X.
1/4"MASHIM a ~ D. X a
SEALANT BEHIND
FLANGE BY INSTALLER ♦♦♦♦���NO1RE P
♦
PERIMETER SEALANT VJ,,
BY INSTALLER SEE TA BEDMENT
SEE TABLE 1 v: No 58201 L l" Z
INSIDE AND OUT
2-z
.Q
SUBSTRATE BY OTHERS "".STATE O� �
SEE TABLE 1 MIN.EDGE DIST. ��iFS"�O........
SEETABLEI ���i�SIONA� ♦♦♦
�q� VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
O 9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1-1/2" 1-1/8" BY I STALR REALAN7 1 JABARA AVE.
INSIDE AND OUT NORTTHH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PH.941-380-1574
HORIZONTAL SECTION CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" C 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILL2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON " INSTALLATION DETAILS
MI
2XN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SO7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DROWN DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR IIW 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.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C7/16" 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