HomeMy WebLinkAboutProduct Approval (6) g 'a'. '•".rxd.. k �r%i B �'" rt Yx� t .s.���F �`6 '7 7Lt. 4� h t �C�)(//��/ � r �., �� ■! ....
CW VLyo-Qj`-, ". 77'
9-tlr 7N �.
BCIS Home f Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map Links Search
db
a r C E I,� D MAR
R s Z0177
"��Product Approval
�S { y
�;, USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL6890-R5
13 �J�
Application Type Revision
Code Version 2014
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 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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
(Sa
291
ws.cc
Category
Subcategory
Compliance Method eport from a Florida Registered Architect or a Licensed
fessional Engineer
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
I Validation Checklist- Hardcopy Received
Certificate of Independence FL6890 R5 COI EvaiRep CWS-161C(CA-8400 IMP).pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/23/2015
Date Approved 06/23/2015
Su ma of Produc
L# Model,Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement.
imits of Use Installation Instructions
pproved for u in HVHZ:Yes FL6890 R5 II CWS-161C(CA-8400, IMP).pdf
A proved for a outside HVHZ:Yes Verified By: Lucas A.Turner 58201
I act Resi ant:Yes Created by Independent Third Party: Yes
De ' n P sure:+67.5/-67.5 Evaluation Reports
IOther. 00 Vinyl Casement, Large Missile, DP= +/-67.5 FL6890 R5 AE DuPont PVB NOA 13-0129 27.Ddf
p \ Max. size 37"x 72". Outer lite in I.G. to be fully FL6890 R5 AE EvalReD CWS-161C(CA-8400. IMP).pdf
tempered when used 30 ft. above grade in HVHZ. Glass FL6890 R5 AE Ouanex (Mikron) NOA 12-1017 02 Ddf
complies with ASTM E1300-04. Created by Independent Third Party: Yes
aac!< 14ext
Contact Us::2601 Blair Stone Road.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 dirk here.
Product Approval Accepts:
Credit Card
Safe
CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: ( •
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
38114" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
MAX.OVERALL 381/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC
FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
37" 37"
UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC
MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT
RIGHT. IMPACT
----------
1 ——— 4.DESIGN PRESSURES:
————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND o
I I I GLASS TABLES ASTM E-1300-04. �a c ^ H
i I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER 8 _ 8
0
731/4^ INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04.
Iy W W
OVERALL I / I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN � a a m
FLANGE I I 641/4. THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION cn
HEIGHTMAX I \ I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Z
OVERALL B 1 I B ANCHOR CALCULATIONS.
jHEIGHT I \ I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS AREcc N N z
I I I I NOT REQUIRED. LLJa. a ~ O
I I 7.ALL FRAMES AND VENTS FULLY WELDED. ❑ '❑" °a
MAX. I 651/2^ 63" I I 561/2" Q Q ❑ U
GLASS MAX• I GLASS ❑ ❑ U w
UNITI ` I DLO HEIGHT I I DLO B.SERIES/MODEL DESIGNATION CA-8400. > j o
HEIGHT
9.THE DESIGNATION X STANDS FOR THE FOLLOWING: m a Z
B X=OPERABLE SASH
70" I I O 5 H ' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR J`q. .......... L�i��
SMAX.ASH
I / LOCATION. tiJOQ ,.��G E N
g HEIGHT I I
HEIGHT 1 p I I No 58201
L
I s
I Lucas A.Turner ° °L Ixe
9 STATE OF :4QZ
——————— 2015-04-180.
—— 22:00-04:00 'f,;'9.. R....LL ---- A '
A 301/2"
6 GLASS DLO y
301!2„ RIGHT HINGED-SHOWNf
GLASS DLO LEFT HINGED-OPPOSITE 4/18/2015
LEFT HINGED-SHOWN
LUCAS A.TURNER,P.E.
RIGHT HINGED-OPPOSITE
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34286
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ „ „ +/-65 PSF DRAWN BY: DATE:
HVHZ '
GLAZING DETAILS.................................2 37 67.5 PSF X 63 ADE 05/05/07
+/-
SECTION VIEWS....................................3 DWG u: REV.:
LARGE MISSILE IMPACT
EXTRUSIONS&B.O.M...........................4 NON-HVHZ „ „ +/-65 PSF CWS-161 C
ANCHOR SCHEDULE&NOTES............5 37 X 72
INSTALLATION DETAILS.......................6 HVHZ +/- 67.5 PSF SCALE: SHEET
1:15 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8400 PVC
CASEMENT
IMPACT
� co
7/8"OVERALL 7/8°OVERALL c n
1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED p
coI p
7/16"AIR SPACE 7/16"AIRSPACE W p }
5/16"LAMINATED GLASS 5116"LAMINATED GLASS I.- ¢ 4 m
1/8"ANNEALED 118"HEAT STRENGTHENEDU v Z
m � O
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER
1/8"ANNEALED 1/8"HEAT STRENGTHENED Q ¢ O
SIKAFLEX 552 OR SIKAFLEX 552 OR a o a a
®r, oll"PURFECT GLAZE"H" 23 PURFECT GLAZE"H" U46 1/2'GLASS BITE 46 1/2"GLASS BITE m Q 0
13 13
PNORE4V'T�i�,.
No 59201 '.-P L
90; STATE OF
O R 1
0
GLASS TYPE A GLASS TYPE B NA1
4/18/2015
LUCAS A.TURNER,P.E.
FL PE#5B201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCR PTIO :
GLAZING DETAILS
DRAWN BY: DATE:
MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07
DWG p; R V.;
37"x 63" +67.5 A CWS-161 C
37"x 72" +67.5 B SCALE: SHEET
1:1 20F6
Dad"
WINDOW SYSTEMS
1900 SW 44TH AVE.
33 OCALA,FLORIDA 34474
tNTERtpR wwwZwS.Cc
2g 2 1t 50 49 48
8400 PVC
CASEMEW
3 IMPACT
18
46 18 15 r 210
1,
46
W uJ
18
Fes-
0 >
51 7 9 18 3
1 A 31 a 1 6 1
L) Uz
6 SECTION VIEW B-B fF 0
U.
U)
23 w m
w uj F-
CL 0.
L)
L) LLJ
0
z
INTERIOR VyOREIAf !!t,
..........
14
No 58201
STATE OF
4 0 R j v X
.... ......
3
61
24 I 3s 4/18/2015
7 49 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
t3ID NORTH PORT,FL 34268
2 PH.941-380-1574
46 39 SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW A-A
ALTERNATE FIN FRAME DRAWN BY: DATE:
ADE 05/05/07
-ffW G-#, REV.:
CWS-161 C
ITEMS NOT SHOWN FOR CLARITY: '9C-ALE' SHEET
14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 1:2 3 OF 6
PARTS LIST 3118^--{ FRAME AND
ITEM PART# DESCRIPTION VENDOR MATERIAL I (�
1 H SASH CORNER
-60308 FR.,CASE.,MAIN,HEAD MIKRON PVC
CONSTRUCTION WINDOW SYSTEMS
2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC [�
3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 1900 SW 44TH AVE.
7132^ OCALA,FLORIDA 34474
4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 3 6P www.Cws.CC
5 H-6030A FR.,CASE.,W/FIN MIKRON PVC
6 H-6008 SASH,CASE.,TOP RAIL MIKRONPVC 327/32^ f �� 27/32"
7 H-6008 SASH,CASE.,BOT.RAIL IKRON PVC �I I_1/16^ 8400 PVC
8 H 6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC p�—�U PVC GLAZING BEAD CASEMEW
9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRONPVC S-6064 CORNER WELD
10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM (ALL SIDES) IMPACT
11 H-1593 SCREEN RAIL,TOP/SDE KEYMARK ALUM PVC FLANGE FRAME
12 GLASS SEE SHEET H-6030B 1��: o� n ui
13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER a � Q14 P 3029 SCREEN FT-OUT SUMMfT 211/32"� o ❑
15 P-3113 SCR SUPPORT FOR PVC TEAM PLASTICS —R—GB—BER 21/32" 7/16^—r--{
16 P-3195 SCREE SPRING, O OL S O s as I I as w a o }
F Q Q m
17 P-3197 SCREEN CORNER KEY M&M NYLONo 7 1116^ 1/16" <n
18 P-3217 WSTP.,WHITE LEAF SEAL FRAME AMESBURY RUBBER 21/4" e LL EE O
9 COIL,.062 X.656 COIL,.05 X.437
19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 1116° a o cn
P-4491 P-4050
20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL Lo N N Z w
21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE www gcc
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH c o a a
23 P RFECTGLAZE"H",SI AFLEX552 E KEL,SI H-6008 a
24 -3539 #8 X3 4"QUAD PZJ C,SCREW o o U m
Lu
25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32^ > > ❑
26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 17/32"
27 P-3613 CWS LBL.(LOGO) I�
U m Q z
28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 1 9132• 1D 19 11 a
29 P-3752 CAP PLUG, 1/2"HOLE M&M NYLON I 1/1s" 1/16" ``�����p10REV1. ������
30 P-3881 TEMPORARY LBL.(NFRC/DP) i ` �CENS�..
31 P-3940 SN BBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE v: No 58201
32 P-4003 TIE BAR GUIDE,RO O.HDWE. ROTO SS H-1592 H-1593
33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE. OCK) FASTENAL SS
34 P400SUPPORT PLATE, SS,ROTODE. ( se w/P4RO STATE OF
35 P-4006 LOCK,MULTI-POINT,ROTO HDWE,WHITE ROTO SS 31/8" 3/a^ �',O'%N. �(O R 136 P-4007 ROTO.OPERATORS p?: �,:
37 P 4009 TRACK&SLIDER ASSM.RROTO/RIGHT OPEN OPER.ROTO HDWE., 3") ROTO SS �tI--tt 11A6. 51 ,l) ROTO SS ,��1SSi11NA` ,11%�,
38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS ti 1 8J— 3/32" f�z'
39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 4/18/2015
40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505
41 P-40HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS � � LUCAS A.TURNER,P.E.
42 P-402020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(55) ROTO SS a 1/2' FL PE#58201
43 P-4021 #8-32 x 3/4"Quad FH W 1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS 1/16 1239 JABARA AVE.
p NORTH PORT,FL 34288
44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP 112^ PH.941-380-1574
45 P-4031-P-4040 TIE-BARS,RO OHDWE.1-5 LOCKPOINTS,S5 BY OA HGT.) ROTO SS 7/32"
46 P-4050 REINF.—COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISIONSHEET DESCRIPTION:STEEL ALUM 1 F�-3^ "{
47 P-4043 STRIKE,MULTIPOINT M&M NYLON I`1 T 18 BOM AND EXTRUSIONS
48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT
49 P-4491 REINF.COIL-ALUMINUM,5052-H32 .062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DTE:
50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07
51 S-1505 REINF.CASE.SASH KEYMARK ALM DW G#.NREV.:
52 S 6064 JULZ.BD.,7/8" MIKRON PVC
CWS-161 C
SCALE: SHEET
FNOT ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6
B"MAX.O.C.(TYP.)
12 112"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP') SEE NOTE 2 WINDOW SYSTEMS
6"MAX.(TYP.) 4"MAX.(TYP.)-
6"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE,
6-MAX.MAX.O.C.(TYP.)-(-� _ _ Tr WWw. FLORIDA 34474
12 MAAX.O— -JI 4"MAX.(TYP.) SEE NOTE 2
SEE NOTE 2 q^MAX.(TYP.) WWW.CWS.CC
6"MAX.(TYP.)
I I 8" 8400 PVC
O.C.
(TYP / CASEMENT
10" / (TYP.)
MAX.O.C. � 8" // IMPACT
(TYP.) (TYP-)
MAX.O.C.
(TYP.)
o
r �
14 3/4' i V ;3 o i IW-
MAX.O.C. /�
(TYP-) o o
X I I INSTALLATION W a 0 y
I \ ANCHOR(TYP.) h- ¢ ¢ m
\ INSTALLATION O v Z
ANCHOR(TYP.) \ m O
INSTALLATION _
ANCHOR(TYP.)
>
N Z
O LUEli
Ill < a~
w a U
CO
6"THRU FRAME ANCHORa O W
HRU FRAME ANCHOR CL
HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB ANCHOR
M
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE)
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) I Iv m ¢ Z
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37'x 63" ,��.{{NDR✓= li
S TGQ.
�0EN 61 "y•��
No 58201 '�-A
NOTES; 9OS" STATE OF ":4U�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �4i�FSs4 0
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 �i+�+ONA�-{{L
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. 4/18/2015
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
S.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 1239 JABARA AVE.
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 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND 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:
B.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. ADE 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: RE ,:
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-161 C
/W
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMADMA 300(EXTERIOR DOORS) SCALE: SHEET
1;20 5 OF 6
MIN. AB EDMENT
SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
INTERIOROTH44TH AVE.
MIN.EDGE DIST. —7SEE TABLE 1 M SEE TABLE WWW.OCA A,RE 1 FLORIDA 34474
SEE TABLE I E1/4"MAX.SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS ��� MIN.EDGE DIST.
SEE TABLE 7SEE TABLE 1 $�oo PVC
MIN.EMBEDMENT QoO
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR CASEMENT
BY INSTALLER SEE TABLE 1
INSIDE AND OUT MIN.EMBEDMENT
C= SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4"MAX.SHIM c
co n n iL
PERIMETER SEALANT
BY INSTALLER cq c\4m
PERIMETER SEALANT INSIDE AND OUT o a 0
BY INSTALLER
INSIDE AND OUT INSTALLATION ANCHOR W }
SEALANT BEHIND SEE TABLE 1
FLANGE BY INSTALLER SEALANT BEHIND
F FIN BY INSTALLER U O ZILI 9! O
INSTALLATION ANCHOR INTERIOR g HORIZONTAL SECTION �C�HORIZONTAL SECTION .1
6 TYPICAL JAMB ANCHORAGE6 TYPICAL FIN ANCHORAGE o o
SEETABLEI N Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N Ncc ¢ O W
F 0
a a ru'
NOTE:ADDITIONAL THRU-FRAME ANCHORS w w CL
¢
(AS SHOWN IN DET.B/6)REQ'D AT THE HINGE a < L)
m SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. w
� 7 tmi. O
0 1/4"MAX.SHIM
SEALANT BEHIND U m ¢ Z
FLANGE BY INSTALLER
y,'fof.'
PERIMETER SEALANTMIN.EMBEDMENT 0�y .�0 E IV SF
BYINSTALLERJ% it,6
INSIDE AND OUT SEE TABLE 1
v. No 58201 :7J
01
SUBSTRATE BY OTHERS ^v• •¢
SEE TABLE 1 MIN.EDGE DIST. QOM �:••• STATE OF :amu1
SEE TABLE 1
SEALANT UNDER SCREW .
�A1 VERTICAL SECTION .O q 1�.•�y�`�`
HEAD BY INSTALLER g
TYPICAL SILL ANCHORAGE
4/18/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE ISU13STRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LLLJJJ FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PqMIN.) 3/16"ITW TAPCON 1" 2" BYINSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380.1574
HORIZONTAL SECTION SHEET DESCRN:IPTIOFLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1.114" 2.1/2" 6 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET, F LL PERIMETER,
CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG JI: -8-ET-.—
FLA
E .:
FLA 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN X MIN.SPRUCE-PINE-FIR(G=0.42) 48 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6