HomeMy WebLinkAboutProduct Approval Building height Zone 4
Area 15 20 25 30 35 40 45 50 55 60
10 pos 7.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7
neg 1. 43.8 45.9 47.5 49.2 50.6 52 53 54 55
20 pos ti.J 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6
neg "M 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8
50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3
neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7
\100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2
neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4
500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8
neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1
Building height End zone 5
15 20 25 30 35 40 45 50 55 60
10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7
neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9
20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6
neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4
50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3
neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3
100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2
neg 39.4 42 44 45.6 47.2 4 8.5 49.8 50.8 51.8 52.8
500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8
neg 1 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 ( 42.1
Wind design Pressure Chart for structures subject t
Florida Residential Code 170 mph exposure C
Wall component and Cladding pressures from Table R302.2(2)modified by adjustment
factors from.R301.1(3). Converted to Vasd according to R302.1.2.1.1
DAAD,LLC
1303 N 35TH STREET
FORT PIERCE,FL
WINDOW/DOOR SCHEDULE
APPROX MANUFACTURER IMPACT PROTECTION
ID OPENING **
NO SIZE
iVIODEL 4 PE IMPACT NEW NOA 4&DESIGN PRESSURE
Tl
GLASS extsTt�;c
WXH SHUTTER SHUTTER
1 61 X48 CWS 7700-0X HR X FL 15814.1 DP+60/-60
2 37 X 50.625 CWS 3700-SH SH X 15699.1 DP+80/-80
3 37 X 50.625 CWS 3700-SH SH X 15699.1 DP+80/-80
4 37 X 50.625 CWS 3700-SH SH X 15699.1 DP+80/-80
5 37 X 50.625 CWS 3700-SH SH X 15699.1 DP+80/-80
6 40.5 X 50.625 CWS 3700-SH SH X 15699.1 DP+70/-70
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
V'indoiv Replacement using existing shutters to comply with impact protection will require the
existing shutters to ineet the requirements gf'the 2010 F13ClResidential R301.2.1.2
TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F.
PERCENTAGE OF NEW GLAZED AREA:
(T07AL LVSTALLED GLAZED AREA DIY7DLD BY TOTAL GLAZED OPENINGS FOR STR(.,CTURE)
NOTE:The replacement of more than 25 of the aggregate area of exterior glazing(windows&doors)in one&two family
dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved Shutters
or impact resistant glazing)as per 2010 FBCI EXISTING BUILDING 606.4.
** TYPE,WINDOWS
_SH—SINGLE HUNG AWN—AWNING SL—SLIDING
DR—DOUBLE.HUNG CAS—CASEMENT FIX—FIXED
LAAD, LLC
1303 N 35TH ST
FORT PIERCE, FL
Florida Building Code Online Page 1 of 2
s • � 1 1 � � � r 1
Flo ida i?epartment! BCIs Home i Log In I User Registration ; Hot To I Submit Surcharge I Stats&Facts I Publications i FBC Staff I BCIS Site Map Links j Search
Busines
ProfessiUl Product Approval
.USR:Public EUser
Regulation
�9f/INY 49 h1RA33rSl� Product Approval Menu>Product or AoolicaUon Search>Apolicatlon List>Application Detail
u Qr�ir FL# FL15814-112 r
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Commentsu 0/.
Archived
Product Manufacturer Custom Window Systems Inc. �u v% �u �
Address/Phone/Email 19SW 44th Avenue � ^
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urfch,PE
2 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-O8 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wQEVXQwtDquegl%2bT71%2fF1... 2/19/2016
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 11/11/2015
Date Validated 11/13/2015
Date Pending FBC Approval
Date Approved 11/15/2015
Summary of Products
FL#R Model,Number or Name Description
15814.1 HS-3200 HS-3200(was 7700)Aluminum Horizontal Slider,Impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15814 R2 C CAC CAR 138-1032.odf
Approved for use outside HVHZ:Yes FL15814 R2 C CAC CAR 138-1033.odf
Impact Resistant:Yes FL15814 R2 C CAC CAR 138-1037.pdf
Design Pressure: N/A FL15814 R2 C CAC CAR 138-1044.pdf
Other: Large Missile Impact,see installation drawings for FL15814 R2 C CAC CAR 138-508.Ddf
DP and sizes.Glass complies with ASTM E1300-04. FL15814 R2 C CAC CAR 138-509.Ddf
Quality Assurance Contract Expiration Date
05/26/2019
Installation Instructions
FL15814 R2 II CWS-774B(HS-3200.SG and IG.IMP).pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL15814 R2 AE EvalRep CWS-774B(HS-3200.SG and IG.
IMP). d
FL15814 R2 AE Kurarav PVB NOA 14-0916 SO udf
Created by Independent Third Party:Yes
Back Noxt
Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED 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 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 it
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:
SCCUrI bfL•TRIC3'
htti)s://floridabuildin2.oro/or/-or app dtl.asbx?uaram=wGEVXOwtDoueal%2bT71%2fF1... 2/19/2016
HORIZONTAL SLIDER - IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN.HEREI0 IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE.FLORIDA
1900 SW 44TH AVE.
.BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE
" FLANGEWDTH HIGH VELOCITY HURRICANE ZONE(HVRZ)AND IS RATED 0 A 34474
75114" FLANGE WIDTH ---861/2FORWWD_�ONE4 MISSILE LEVEL D.IMPACT USE AS W ----
r-74-UNIT WIDTH __851/4". UNIT WIDTH DEFINED IN ASTM E 1096 PER THE FSC. AL U.
3713716SASHW A 281110"SASH WIDTH D 2,GLAZING3200
DETAILS:(SEE SHEET 2) . V .-
$UPER
$.CONFIGURATIONS:"07C',"XO",")COX"
331!16" 331f16 ; 23 Stl&� 2!aj 112v
GLA9$ALO I GLASS 651/41 GLASS GLASS
FLANGE OLD I FLANGE DLO DLO 4.DESIGN PRESSURE&
HEIGHT HEIGHT -NEOATIVE,08SIGN LOADS BASED ON TESTED PRESSURE rn us
AND GLASS TABLES ASTM E-1360 04.
cniu
_110,81TIVE DESIGN LOADS BASED ON TESTED PRESSURE,
WATER.INFILTRATION TEST PRESSURE,AND.GLASS
64" B 071118" 58 719* I B 571116'` 58.718' t TA13LES ASTM E-1 300-04.
UNIT GLASS I GLASS S,4". E GLA&S I GLASS I 1 E
DLO
HEIGHT OLD DLO UNIT D 5.ANCHORAGE THE 331!3"I-STRESS INCREASE HAS NOT
H5 BEEN.USED IN THE DESIGNOF THIS PRODUCT.SEE z
0 SHEET 7 F6R INSTALLATION.DETAIL.WIND LOAD, 0
x 680 9/16 60 06 :FOR WOOD
ASH vi
SASH x 0 x SASH DuRATIORFACTORCd=14 WAS USED 5;
HEIGHT HEIGHT ANCHOR CALCULATIONS,
w 0 a:
6.PRO CTS,
DU 7,T$APPROVED FOR'IMPACT RESISTANCE,
A SUMERS, Rt NOT REQUIRED. 0 2=
-J
OX or OX 1/3-1 D/3-1/3 7.ALL FRAMES AND.VENTS ARE SCREWED TOGETHER. co
SMALL jbiNT SEALANT USED AT ALL FRAMEJOINTS. w
1131/4"FLANGE-WIDTH
_65.34'FLANGE WIDTH—____...j
192'UNIT WIDTH. 541/2'UNIT WIDTH B.SERIES/MODEL DESIGNATION HS340(A.K.A.H57700)KWIDTH 9.THE DEESIQNATIORKAND OqTAjND FOR THEFOLLOWINQ. %-Op�eRE�V �4
28 1116'GAS -SASH X-OPERABLE SASH,0=FIXED SASH NN ' .... �11 Z
WIDTH I '%, �i�
Opp
4-4-
1,O.SECTIOI4 CALLOUTS APPLY To ALL CONFIGURATIONS. N. 58201
85114" 23 5116'— 52114" 65114. Z3.5116.
GLASS GLASS 11.WEEP SLOTS-114"x 1�LOCATED 6�FROM BOTH ENDS.
FLANGE SS GLASS DLO FLANGE OLD DLO %'ol
GLA
HE ()LO HEIGHT STAT
Luca
A.
'Turner
GLA
DLO
571116` 587(8` fit
UNIT GLASS GLASS w C� .58 718. 201541-11
GLASS
0
[D
HEIGHT DLO j DLO i UNIT 57.A ty 5.8 718" 13.40-05:00
HEIGHT GLASS GLASS
. 1 1 DLO OLO' 1 11111[2018
I 60 9116" 0 8.0 116" LUDAS AJURNE13,P"E
x 0- x SASH SASH
HEIGHT HEIGHT
P 1239 JABARA AVE
A NORTH PORT,FLS4288
OX or-')(,o
WEU
"
MAX UNIT DESIGN PRESSURE GENERAL NOTES AND
TABLE OF CONTENTS G ONFIG. SIZE RATING IMPACT RATING :ELEVATIONS
DRAWN BY.
f5w!.. 11
GEN11RAL-NOTES&ELVATIONS,A XO w/SIDE LATCH 54-1/2"X 64" 4- 50 PSF ADE
GLA7JNGDETAILS.._......... ___2
SECTION VIEWS...............................3.1 X-0 741'.x.64" 60 PSF
wRus(QNS&BQIvL.... ..............5 LARGE MISSILE IMPACT __174 B
ANtA6k'SCHFDULE&NOTES............6 x1ox.113 1/31/3 851 S E:
INSTALLATION DETAILS 7 , L I --z/4"x 64" 50 PSF SHEET
Xox 1/41 G2 1/4 1 1.12 X.64 1 1,20 1 OF
5/16"OVERALL — 5116'OVERALL 7118`OVERALL fi1S1�1?3W SYSTfs�15
118"ANNEALED — --1/8'ANNEALED OGALA
3116'ANNEALED CALA,f44THAVE.
,.FLORIDA U474A90 DUPONT PVB INTERLAYER .090 OUPONT PV$.INTERLAYER ,105 DUPONT PVB INTERLAYER w".CwS:CC
1/8"ANNEALED 1/8'ANNEALED 3/16"ANNEALED
3200 ALUM.
15.SIKAFLEX 552.or 1 SIKAPLEX 6%or 1 SkKAFLEX 552 ar SL�d�
PURFECT GLAZE"H" PERFECT'GLAZE'H' V�14!'
tFECT 1;LA7E"H"
IMPACT
3/4"GLASS SITE 3l4"GLASS B.tTE SS SITE '' 10
lo3 � se
lu W m
rn
n _ 00
Q O
GLASS TYPE A-SASH GLASS TYPE A-FIXED XO GLASS TYPE B-FIXED XOX � �Q cc
n. F'
718`OVERALL 718"OVERALL 718"OVERALL w a 0
118'ANNEALED 1/8".ANNEALED 3116''ANNEALED v
7/16'AIRSPACE 7116'AIRSPACE 114"AIRSPACE rfl ' z
5/16"LAMINATED 5116"LAMINATED 7/16"LAMINATED O��aa�k��tjRESV��t°i��
..,. r
1/8"ANNEALED 7(8`ANNEnL ED 3/16-ANNEALED
.090 DUPONT P.VB INTERLAYER .09.0 DUPONT PVB INTERLAYER 105 DUPONT PVS INTERLAYER w;f Na 58201
i/g"ANNEALED 118"ANNEALED 3116 ANNEALED S k
i SIKAFLEX.552 or SIKAFLEX 552 or 1. SIKAFLEX552 or3'; STATE OF +
PURFECT'GLAZE"H' 16 PUArECT.GLAZE"H" PURI EGT GLAZE"H' 'r t},1i•"Qa4 D p.`��yet�ti
tJ iSti�t
—y 3/4"GLASS BITE 314 GLASS SITE 3/4"GLASS SITE lttets�t.
i
1'1/1'112015
A;TURNER P.E.
FL PE#`5$20j
1239 JABARA AVE.
NORTH FORT.FL 34285
PH.:541-380,1.57+1
SRE DESC IP'TI
GLASS TYPE C-SASH GLASS TYPE C-FIXED XO GLASS TYPE D-FIXED XOX
GLAZING DETAILS
DRAWN B: D TE
ADE 06/01/1:2 1
D 08:
.CIMS»774 S
S 'E: SHEET
7;1 2 t3F7
• INTER1dF; 'WIP+IUvVd SV$TEPNS
1900 SYl44TH AVE.
p'C,AL EI01,110A$4474
WbVt*1,CVIS.GC
4 14 3
3200 ALUM.
H0FJL SLIDER
IMPACT
od
D
ie—,
ww m
L 2� ,1 4� cc za °
SECTION VIEW B•B a
iNTERIdR � � o
�n� maZ
\`✓ gtfff#ftrftrfr,
16• 4 `)
32 ''31=. STATE OF' :mow`
i^ l rt✓y
. rf{fzl tf1tt51<
3fi
11H 112015
LUCASIL:TUBNER,P.E.
z�i , FC..PE#SQ209
1239 JABAhA AVE.
NORTH PORT;,E1-34288.
t PH.941-380-1574
f y sH��r a �Rc�oN:
}�
SECTION VIEWS
34 XO
SECTION VIEW a-A 6gAYtM1t BY; 0A7£
SECTION VIEW GC
SIDE LATCH OPTION ADE 06!01/1.2
------------
SIZE AND DP RESTRICTED,SEE SHEET 1 NGF REV=
ITEMS NOT SHOW FOR CLARITY: CWS-774 B
SHEET
1:133 a OF 7
TYPICAL HEAD ANCHORAGE LLsC1 3L4.11d m
WIf4DCW!SYSTEMS
�}—MIN.EDGE DIST. MIN.EMBEDMENT - 1900 SW 44TH AVE,
SEE TABLE 1 SEE TABLE 1
SUBSTRATE BY OTHERS OC:AI A,FLORIPA 34474
SEE TABLE t INTERIOR 1f4"MAX,SHIM # Www.CWS.CC
PERIMETER SEALANT MIN,EM$'F_bMENT
BYINSTALLER SEE TABLE 1 3200.ALUM.
INSIDE AND OUT MIN.TAB E DIST..
SEE TABLE 1 HO.W,SLIDER
SEALANT BEHIND FLANGE INSTALLATION ANCHOR— IMPACT
BYINSTALLER
i/4"MAX.SHIM SEE TABLE T
INTERIOR
INSTALLATIONANGHOR CO SEALANT BEHIND FLANGE SUBSt'RATEB`(OTHERS
SEE TABLE i BY INSTALLER SEE TABLE 1
CA
PERIMETER:SEALANT o O
BY INSTALLER, o t
INSiPE AND OUT
Id
d W F C.
T9 y HORIZONTAL SECTION z o •°-
TYPICAL JAMB ANCHORAGE w Q V
114'MAX,SHIM [[1cc
N � O
SEALANTBEHINDXLANGE—t
BY INSTALLER m
t'
MiN.EMBEDMENT tt�itst+trlxg�*�`
PERIMETER SEALANT SEE TABLE � •
BYINSTA.LLERt +y�GEN •.�P�
INSIDE AND OUT r40,
f—90 No S8201 ;A
SUBSTRATE BY OTHERS ;tt
SEE TABLE 1
k4l_EDGE DIST. + 4 L a C
SEE TABLE I .0 ET
»' ATE F
d
VERTICAL SECTION f��•6�S
7 TYPICAL SILL ANCHORAGE ���hi�NAtttt�,
11111/2016
TABLE 1:APPROVED INSTALLATIdN FASTENERS LUDAS A..TtJ9NER,P.E.
SUBST RA7.ETYPE' ANmori T-Y.08 MIW modimENT MIN,tnEvOr. F PF#5$201
1235 JABARA AVE
CONCRETE(2.0 KSI MIR) 3116"RW TAPCON 1-tf2° 1-1t1` NORTH PORT,FL 34288
HOLLOW'ORGROUFFILLE.D CMU'(117 PCF MIN,) B/1$"17W TAPCON 1' 2" PH.941-380-1574
CONCRETE.(2,85 KSI MIN.), 101117 E400 ULWCON t" 1" sReEr oescRwTi
GROUTFILLED'CMU(,OSTM C-90) 3116'ELCO ULTRAODN 1-314' 2.112'
2XIN.SOUTHERN PINE(G=0:55) 3118`ITW TAPCON 1-3 718" INSTALLATION D.ETAIlS
U.
OR ELCO.ULMACON
2X1v1,1N.,SOUTHERN PIK(G=0,55) #Ill WOOD SCREW 1:,318' 7fW _07VVIN ❑TE:
fB GAUGE j0.060 j MIN.STEEL STUD 1x10-16 HILT KWIK FLEXOR ITW FULL THREAD ADE 061.01112
(33 K$I YIELD IF41M TEKS SELF-DRILLINGSCREW THI 0,060" 7/ifi" owG a H ..
118"ALUM.(6063:T5.MIN.)OR #10 GRADE.5 SELF-TAPPING I FULL THREAD CWS-774 B
118•STEEL(33 KS1 WIN.) PRIULING SCREW >HRU"0;125" 7116" s: SHEET
1:2 7OF7
Florida Building Code Online Page 1 of 2
Ff0'1t�(}epat1tlli SCIS Home ; Log In ( User Registration Hot Topics Submit Surcharge j Stats&Facts j Publications FBC Staff j BCIS Site Map i Links Search.
Busines �`�
Professil"I�I Product Approval
USER:Public User
Regulation
3 Product Approval Menu>Product or Application Search>Application List>Application Detail /
�• ,:,F� FL# FL15699-R2
Application Type Revision
Code Version 2014 �7 _
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary..L
Comments S ` S 3
Archived (;;;;j j V —+0 v
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative. Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email .1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
R Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvutH8i I-oVzt)OUF%2... 2/5/2016
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 11/11/2015
Date Validated 11/13/2015
Date Pending FBC Approval
Date Approved
ma of Products
FL# Model,Number or Name Descript n
15699.1 SH-3100 SH-3100(was 3700), luminum Single Hung,Single Glazed,
Impact
Limits of Use Cer I
Approved for use in HVHZ:Yes FL15699 R2 C CAC CAR 138-1003 Ddf
Approved for use outside HVHZ:Yes FLIS699 R2 C CAC CAR 138-1004.Ddf
Impact Resistant:Yes FL15699 R2 C CAC CAR 138-1005.1)df
Design Pressure.N/A FL15699 R2 C CAC CAR 138-1022.Ddf
Other: Large Missile Impact,see Installation drawings for FL15699 R2 C CAC CAR 138-1023.1)d
DP and sizes.Glass complies with ASTM E1300-04. FL15699 R2 C CAC CAR 138-1024.1)df
FLIS699 R2 C CAC CAR 138-297 Ddf
FL15699 R2 C CAC CAR 138-298.odf
FL15699 R2 C CAC CAR 138-299.pdf
Quality Assurance Contract Expiration Date
12/28/2018
Installation Instructions
FL15699 R2 II CWS-726B(SH-3100 SG and IG IMP) Ddf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL15699 R2 AE EvaIReD CWS-726B(SH-3100 SH and IC
IMP , dF
FL15699 R2 AE KUrarav PVB NOA 14-0916 10 Ddf
Created by Independent Third Party: Yes
Back HE
Contact Us::1940 North Monroe Street,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 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:
securityMrmAic s.
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE.VXQwtDgvutH8j'IpVzpOUF%2... 2/5/2016
1239 Jabara Ave.
URNER North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 726B
November 11,2015
Product Description: Series 3100 (previously 3700)Aluminum Single Hung Window,LM
Impact,max.unit sizes.of 53 1/8"x 84"DP70 Oriel, 53 1/8" x 76"DP70 OX Equal Split, and
37"x 63"DP80 OX Equal Split
Manufacturer: Custom Window Systems,Inc. 1900 SW 44h 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 5th Edition(2014)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 draining CWS-7268,signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3 795-1,-1A,-2,-2A, -3,and-3A,and N.CTL-210-4000-0 1,
-IA,-02,and-2A from National Certified Testing Laboratories, Orlando, FL signed and
sealed by Gerard J.Ferrara,P.E.,and test reports CWS-004-02-02 and-0.3 and CWS-
005-02-01 and-02 from PRI Construction Materials Technologies,Tampa,FL,with
testing Performed: TAS 201/202/20'31994,.AAMA/WDMA/CSAIOI/I.S.2/A440-2008,
ASTM E-1886-2002/2004/2005, and ASTM E 1996-2002/2004/2006/2009
4) Supplemental Calcs. to support CWS-726B, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-726B.
Limitations of Use: This product:
• May be used up to sizes indicated above in Product Description, with glass types, design
pressures, and max. glass daylight sizes as shown in CWS-726B
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• I.G. glass with annealed outboard lite may not be used above 30 ft from grade in HVHZ
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A.* 14-0916.10
• Requires 6063-T6 aluminum extrusions per CWS-726B
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. 1ktikIM1101 ft,.-
'jiDREW
No 58201 11/11/2015
Lucas A. Turner,P.E.
CC FL PE#58201
STATE OF Itu
10
X - Lucas A. Turner
2015-11-11
14:24-05:00
SINGLE HUNG - IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY
531/8"UNI T WIDTH WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE 1900 SW 44TH AVE.
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 OCALA,FLORIDA 34474
GLASS DLO MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING DETAILS:(SEE SHEET 2)
A i 531/$'UNIT WIDTH-- 3100 ALUM.
3.CONFIGURATIONS:"O/X7
50"GLASS DLO----I
SINGLE HUNG
4.DESIGN PRESSURES:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
13INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04.
B
1
GLASS
GLASS
DL? I)LO S.ANCHORAGE:THE 33 1/31 STRESS INCREASE HAS NOT BEEN USED IN THE 0 0
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL.WIND
B
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
U1
L
6 CALCULATIONS. w Co
HEIGHT 76'
UNITHT L)
6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT z
REQUIRED.
>
HEIG
Z LU
387/8 34" IU Cr, L)
SASH x GLASS 7.ALL FRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER.SMALL 0.
30 518" 25 3/4' JOINT SEALANT USED AT ALL FRAME JOINTS.
SASH GLASS HEIGHT' DLOZ
Io o
P
HEIGHT DLO B.SERIES I MODEL DESIGNATION SH-3100. (A.K.A.SH-3700) I LU
i 1� I Cc
C U)
LU a. Uj
U)
11 L 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
A CX=OPERABLE SASH,0=FIXED SASH
(m <1d
—48118"GLASS DLO 481/8"GLASS DLO 1111
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
518"SASH WIDTH— 51518-SASH WIDTH -.-VWIDRFW
..........
GEN
ORIEL EQUAL SPLIT
TU rrr
01
—37'UNIT WIDTH Lucas A.
Tumer
33 7/8*GLASS DLO 2015-11-11 OF
10-.44-05-00
44#fm Its%
27 M"
GLASS
OLD 1111112015
LUCAS A.TURNER,P.E.
13"
UN FL PE#58201
HEIGHT F 1239 JABARA AVE.
NORTH PORT,FL 34288
323rd" i X 271/2' PH.941-380-1574
HEIGHT I DLOGLASS 1SHEET—DESCRIPTION;
GENERAL NOTES AND
MAX UNIT DESIGN PRESSURE ELEVATIONS
IMPACT RATING
TABLE OF CONTENTS 32-GLASS DLO CONFIG.
SIZE RATING D WN BY: DATE:
GENERAL NOTES&ELEVATIONS..........1 351/2"SASH WIDTH TEF 05117/12
GLAZING DETAIL......................................2 ORIEL 53-1/8"x 84" 70 PSF DWG 9:
SECT ON VIEWS...,. .............3 EQUAL SPLIT
I( LARGE MISSILE IMPACT CWS-726
EXTRUSIONS&B.O.M.............................4 EQUAL 53-1/8"x 76" 70 PSF
ANCHOR SCHEDULE&NOTES.- _95A[E_. : SHEET
INSTALLATION DETAILS 6 EQUAL , 37"x 63" 80 PSF 1 OF6
.........................
j 5/16-OVERALL. 5116"OVERALL —7/16"OVERALL
IW ANNEALED —1/8.ANNEALED —3116"ANNEALED VYIMDOYV SYSTEMS
—.090 DUPONT PV8 INTERLAYER —.090 DUPONT PVB INTERLAYER 105 DUPONT PVB INTERLAYER 1900 SW 44TH AVE.
—118"ANNEALED —t/8"ANNEALED —3tI6"ANNEALED OCALA,FLORIDA 34474
WWW.CWS.CC
PURFECT GLAZE'H* g, PURFECT GLAZE'H'
PURFECT GLAZE*H'
OR SIMFLEX 552 OR-SIKAFLEX 552 OR SIKAFLEX 552 3100 ALUM.
10SINGLE HUNG
T
314*GLASS BITE 3/4'GLASS BITE 3/4"GLASS BITE IMPACT
CD
W W co
co
2 >LU
w ffi 0
GLASS TYPE A-FIXED GLASS TYPE B-FIXED <
z
GLASS TYPE A-SASH w
w ti
iE mtu
7/8"OVERALL 7/8*OVERALL 718'OVERALL
118"ANNEALED 118.ANNEALED
3/16"ANNEALED 14'm < 01
i z
—7/16*AIRSPACE I 7/16"AIRSPACE 114"AIRSPACE i o0tstmiltil"
NN
5116'LAMINATED 5116*LAMINATED 7116"LAMINATED
VY
118W'ANNEALED118"ANNEALED 3/16"ANNEALED
No 58201
.090 DUPONT PVB INTERLAYER —.090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER
1/8"ANNEALED —118*ANNEALED ^^t 3116"ANNEALED -0
S-P* STATE OF 4U 0.0'. "(0
(3:4).
PURFECT GLAZE"H" ;jN'.A- Y'.
PURFECTGLAZE"H'
3:4)PURFECTGLAZEH' OR VD
OR SIKAFLEX 552
OR SIKAFLEX 552 ............
OR SIKAFLEX 552
FL PE#58201
-3M BITE GL SS 314"GLASS BITE 37 314"GLASS BITE
LUCAS A.TURNER,P.E.
203 1239 ABABA AVE.
NORTH PORT.�FL�4288
PH,941-380-1674
(D-
SHEET DffS—CRIPTICN
GLAZING DETAILS
DR WN Y: DATE:
DESIGN SASH FIXED TEF 1 05/17l12
GLASS TYPE C-FIXEDGLASS TYPE D-FIXED TYPE PRESSURE(PSF)MAX.SIZE GLASS G lKtv.:
GLASS TYPE C-SASH EQUAL /-80 37'x 63" A or C A or C CWS-726 B
+/-70 53"x 76" A or C A oF—C- '95AUF.
SHEET
ORIEL +/-70 53"x84" AorC BorD 1:1
20176
............. ...... .............
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
019. 3"1' 6 3 (3 3 OCALA,FLORIDA 34474
www*cws,cc
04 3100 ALUM.
SINGLE HUNG
04
jo
_pr 36.111) IMPACT
C3 0
or 6 OiF-3 (3 6)(3�p SECTION B-8 w In m
20 (10 24
cn
O 0
C3 Tc 0
�2
< Z;
>
OW,
m L'u I=
Z
twat/IJ
-C7U)1� LU
lz
RE�V
. .........
0 No 56201
—105
12 -A-. STATE OF
10.
0 F,
1/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34286
PH.941-380-1674
SHEET DESCRIPTION'
SECTION C-C SECTION VIEWS
ALT.SILL LATCHUA—TE:--
NOTE:MONOLITHIC LAM)SHOWN. DRAYIN DY:
1(3 AVAILABLE,SEE SHEET 2. TEF 05/17112
0 DWG—#: WF-:7V--
ITEMS NOT SHOWN FOR CLARITY: CWS-726 B
SECTION A-A 14,16,18,21,22,26,27
1:1.33 1 3 OF 6
PARTS LIST
ITEM PART#DESCRIPTION VENDOR MATERIAL �—'--2t/2"
1 H-1934 Fxd.Mtg.Rail Keymark; Aluminum T— :L-21
2 H-1946 Sash Meet.Rail Keymark Aluminum
3 H-1947 Sash Bot./Pull Rail Keymark Aluminum 1900 SW 44TH AVE.
4 S-1931 Fr.Head OCALA,FLORIDA 34474
Keymark Aluminum 21116" 2 Stie" WWW.CW&CC
1"s. 7/8'
5 S-1932 Fr.Sill Keymark Aluminum. 1/16' —1/16,
6 S-1933 Fr.Jamb Keymark Aluminum
7 1 S-1935 Reinforcement Keymark Aluminum'
$100 ALUM.
8 S-1936 Scm.Adapt. Keymark Aluminum REINFORCEMENT-S-1935 SINGLE HUNG
9 S-1939' Sash Side/Top Rail Keyrnark, Aluminum FRAME HEAD-S-1931
10 S-1941 Glazing Bead,(5116"Glass) Keymark Aluminum SASH MTG RAIL-H-1946 IMPACT
11 S-1954 Sash Stop Keymark Aluminum
12 S-1956 Sill Latch Keymark Aluminum t2
13 P-3018 Wstp-300 x.187 Bulb Vinyl Amesbury Nylon �5
14 P-3029 Screen Pull Tab Summit Steel
15 P-3033 Screen Spring,SS FlaScrn SS
16 P-3046 Take Out Clip
17 P-3218 Screen Frame Allmeta) Alum UJ W
18 P-3228 Screen Spline,.155 Bok. Dapa Nylon Cf)
Ultrafab Won 0
19 P-3305 Wstp.,.270 x.187 Black SoftTouch Center Fin,Black g 0 Z
3 112" 0
20 P-=9 Wstp-,.210 x A87 Black Soft Touch Center Fin,Black Uftrafab Nylon 21/2" 1314" <
21 P-3321 Screen Frame Corner Key Allmetal .6 . — >
Alum U1
22 P-3342 Seam Sealer,SM-5504 w q: 0 CC
Schnee W —
0-
23 P-3352 Set.Blk.,85 Dur.,1/8*x 5/8'x L"Lg. Frank Lowe . I Z 0 iz
L W CC
24 P-3443 Wstp,.290 X.187 Black,Bulb Vinyl,Hollow Ultrafab Nylon 0
25 P-3515 #8 x 0.625 Ph FHT A SMS Fastenal Steel SASH SIDE RAIL-S-1939
26 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer FRAME SILL-S-1932 FIXED MTG RAIL-H-1934
27 P-4144 98 x 1'w/1/4�'lead Quad PH Type A SMS Fastenal Steel IM1<101
28 P-4707 Sweep Lock Lawrence Nylon
30 P-4959 Wstp.,.420 x.187 back PolyFin,Gray,SoftTbuch Ultrafab Nylon _2318--_ INI"44
-5228 Sash Cam M&M WiDRE1,11 It
31 P C . &
p
32 Balancer Caldwell E.N
33 GLASS See Sheet 2
No 58201
34 Purfect Glaze"H"or Sikallex 552 Henkel/Sika
35 P-5244 Closed Cell P4 1-1/2"xl-1/4"4/16" Viscor 23116" 2516" 13i16- -0; cc
36 S-1949 Glazing Bead,(7/16'Glass) Keymark num 'P' STATE OF F 4U
C 0%
37 P-5523 Glazing Bead,IG(718"OA) I Team Plastics MlLpm—vi ;,A-4
,O�� iS
OR%
L �%,........
LINE ITEMS NOT USED: NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. SASH STOP-S-1954 1�;Ip/ON A�-
29 FRAME JAMB-S-1933 i*1#1F11t0VL*
SASH BTM RAIL-H-1947 Z�Z.
11111/2015
"16
r 6.p
SASH CORNER FRAME CORNER FIXED MTG RAIL L —12 911 T LUCAS A.TURNER,P.E.—
CONSTRUCTION
.E.CONSTRUCTION CONSTRUCTION CONSTRUCTION 4- 1,1,0 --08 1 1 FL PE#58201
1239 JABARA AVE.
2 NORTH PORT,FL 3428E
PH.941-380-1574
SILL LATCH-S-1956 SCREEN ADAPTOR-S-1936 GLAZING BEAD,7/16"-S-1949 SHEET DESCRIPTION:
(2-7,
BOM AND EXTRUSIONS
3/4"
i 34"
3116•--+-y,._
TEF
05/17/12
7/8' Dev.:WG M
CWS-726 B
PVC GLAZING BEAD,718"IG-P-5523 GLAZING BEAD.5/16"-S-1941
i SHEET
SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS 1:2 1 40F6
6-MAX(TYP.)- 14-MAX.O.C.(TYP.)
SEENOTE2WiPIDOWSYSTEiS
-
ST'MAX.(TYP.) 14*MAX.D.C.(TYP.) EE NOTE 2 6-MAX.(TYP.) I 1 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6-MAX.(TYP.) I WWW.CWS.CC
a"MAX.(TYP-)— 121/2'MAX D.C.(TYP.)
T7-
—SEE NOTE 2 T— MAX O.C. 3100 ALUM.
P-)
131/2*
.6*MAX j— 13'1/2- INSTALLATION (TY-I-- SINGLE HUNG
(ryp.) MAX.D.C. ANCHORS(TYP.)
(TY IMPACT
i P.) INSTALLATION
ANCHORS(TYP.)
MAX O.C. INSTALLATION
(TYP-) ANCHORS(TYP.)
CC>, 0
T-
4
4'(TYP.)
'r(Tm)i 4-ITYP4 LD
4'(TYP.) CO
4-(TYP.) <
4!(TY
-0 N :k >
w Cc 0 w
P7)b
1615116,
Q. CL
(TYP.) z
<
Rr 0 U)
w W
----
----------
In < 0
z
ANCHOR LAYOUTANCHOR LAYOUT ANCHOR LAYOUT0 WOREW
EQUAL SPLIT 37'X 63*
EQUAL SPLIT 53.125"X 76' ORIEL 53,125"X 84"
k,
No 513201
NOTES: OF
%
i.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". 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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6,
11/11/2015
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.
S.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 DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY, 1"FOR WOOD AND METAL. Iffil-Affff"lifF-1-DAfff.---
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. TEF 1 05/17/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO 9: IREV.:
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-726_1--� -
FMAIAAMAIOO(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:20 5OF6
TYPICAL HEAD ANCHORAGE INTERIOR
MIR EDGE DIST, WINDOW SYSTEMS
SEE TABLE 1 1900 SW 44TH AVE.
MIN,EMBEDMENT WWW.CwS.Cc
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS— SEE TABLE I
SEE TABLE I
PERIMETER SEALANT MIN,EMBEDMENT 1/4,MAX SHIM 3100 ALUM.
BY INSTALLER INOLSEETZLEI MIN.EDGE DIST.
INSIDE AND OUT SEE TABLEi 1 SINGLE HUNG
SEALANT BEHIND FLANGE-/ INSTALLATION ANCHOR-
BY INSTALLER IMPACT
14.MAX, SEE TABLE I
14"MAX SHIM
4 ( ' �o a�Q
INTERIOR SEALANT BEHIND FLANGE J --SUSSTRATE8YOTHERS
BY INSTALLER SEE TABLE 1 :i M 5-:
INSTALLATION ANCHOR Lu In M
SEE TABLE i PERIMETER SEALANT U)
BYINSTALLER 0 z
INSIDE AND OUT
cl 52
<
13 HORIZONTAL SECTION w
TYPICAL JAMB ANCHORAGE jr 0
to Cc)
ul cr
E
1/4"MAX.SHIM E
SEALANT BEHIND FLANGE W
BY INSTALLER Lu—D—a
PERIMETER SEALANT m < 0
BY INSTALLEREMBEDMENT ZI
INSIDE AND OUT SEE TABLE 1
gjDRE�t,
..........
SUBSTRATE By OTHERS C. c,IS N
SEE TABLE 1 ri
No 58201 1'131�
MIN.EDGE DIST.
SEE TABLE I
--p'. a tuwV. STATE 0.
A VERTICAL SECTION S
—TYPICAL STLL—ANCH6-R-ZE- 41 Af
0 Fit 0--
;;,0ArAAl-
11/11/2015
TABLE 1.APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
1239 JABAHA AVE.
CONCRETE(2.0 KSI MIK) 3116"ITW TAPGON 1-118" NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116-rrW TAIPCON 4" PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1.1 SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 2-1/4" 2-1/2"
2X MIN.SOUTHERN PINE(G=0.55) 3/16-[TW TAP�5 5N� INSTALLATION DETAILS
OR ELCO ULTRACON 1-3/8" 7/8"
�X MIN.SOUTHERN PINE(G=0;55) #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY:
DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILn KWIK-FLEXOR ITW FULL THREAD TEF 05/17/12
�H8
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THAU 0-0601, 7/16' DWG p: REV.:
1 1)
IIT ALUM.(60634B MIN.)OR #10 GRADE 5 SELF-TAPPING FULL=THREAD CWS-726 B
1;1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRUO.M" 7/16" SHEET
1:2 60F6