HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2
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FWda CQpaRmeotU tas Home Log In + User Registration j Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff': Beis site Map i Unks Search
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Product Approval Menu>Product or Aoolication Search>Application List>411 ttor�Detail
FL# r2014
735 L,
Application Type ion �/ q
Code Version MAR 3 12016
Application Status ve 1�
PER11ITTING
Comments St. Lucie County, FL
Archived Ca
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 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
jiathrop@cws.cc
Category Windows
Subcategory HorizontalSlider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
��i 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
W Validation Checklist-Hardcopy Received
Certificate of Independence FL16735 RS COI EvalRep CWS-8678(HS-8200.74x63.WZ3,IMP).odf
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
Equivalence of Product Standards
Certified By
hos://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8oblD/o2fIZm6... 8/4/2015
Florida Building Code Online rage L or L
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/16/2015
Date Pending FBC Approval 04/19/2015
Date Approved 06/22/2015
SummarV of Products
FL# Model,Number or Name Description
16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or
OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16735 RS II CWS-867B(HS-8200,74x63.WZ3,
Approved for use outside HVHZ:Yes IMP . df
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+50/-50 Created by Independent Third Party:Yes
Other:Large Missile"D",WZ3,DP+/-50 psf.Glass Evaluation Reports
complies with ASTM E1300-04. FL16735 R1 AE EvaIReD CWS-8678(HS-8200,74x63,
WZ3,IMP).Ddf
Created by Independent Third Party:Yes
16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16735 RS II CWS-8688(HS-8200. 111x63,WZ3.
Approved for use outside HVHZ:Yes IMP), df
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+50/-50 Created by Independent Third Party:Yes
Other:Large Missile"D",WZ3,DP=/-50 psf.Glass Evaluation Reports
complies with ASTM E1300-04. FL16735 R1 AE EvaIReD CWS-8688(HS-8200, 111x63,
WZ3,IMP).Ddf
Created by Independent Third Party:Yes
Back Next
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 taw,email addresses are public records.If you do not want your e-mall address released In response to a public-reoords 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 whlrh can be made available to the public To determine if you are a licensee under
Chapter 455,F.S.,please dick here.
Product Approval Accepts:
M® M
sccuritvmi-xnu:5
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obI°/D2flZm6... 8/4/2015
GENERAL NOTES: Dam
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE.
USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE IHVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS
8200 PVC
2.GLAZING OPTIONS:(SEE SHEET 2) HQRZ,SLIDER
112 1/4'MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"OX","XO". IMPACT
111"MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING:
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND n a
GLASS TABLES ASTM E-1300.04. m m ui
4915116" 24 5/8" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO GLASS OLO INFILTRATION TEST PRESSURE AND GLASS TABLES o 0 0
ASTM E-1300-04.
A 2o}
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w ¢ m
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD m Z
641/4' I 1 I ANCHOR CALCULATIONS. v N y
I I O
OVERALL 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT N W W
FLANGE B B REQUIRED. 8 0 m
HEIGHT o
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT v
63" USED AT FIXED MEETING RAIL AND HEAD/SILL. aCn
MAX. I I 5813/16" 1I I
X a -'i w
HUNIT EIGHT ' ` GLOSS ® 1 x I GLASS B.SERIES/MODEL DESIGNATION HS-8200.
B DLO 9,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: m ¢ Z
6 X-OPERABLE SASH,0=FIXED SASH
SAH 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR �``�q...... S
N1.''TG'����
HEIGHT I D LOCATION. ,�JVP;•�� F :P2��'
I I 6 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. Z'4 J No 58201
cc z
A C A :90., STATE OF �
27 15116" 6 Lucas A. .MAX.SASH WIDTH ,� ` ••_
2015-04-13 ,��,,;-,-/ONAi010*4,,
11:05-04:00 .�r7—
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:'
GENERAL NOTES&ELEVATIONS...........1
TEF 10/11/13
GLAZING DETAILS.....................................2
SECTION VIEWS&GLAZING DETAILS....3 NG MAX. UNIT SIZE DESIGN PRESSURE RATIIMPACT RATING DWG p; REV.:
EXTRUSIONS&B,O.M...............................4 CWS-868 B
ANCHOR SCHEDULE&NOTES................5 111"x 63" +/-50 PSF I LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 Sc LE: SHEET
1:20 1 OF 6
MIN.EMBEDMENT SUBSTRATE V-(52161J�®[JULI•R/��"j,�
TYPICAL HEAD ANCHORAGE SEEJH
BY OTHERS WINDOW SYSTEMS I �
MIN.EDGE DIST. 1/4" SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
114"MAX.SHIM SEE TABLE 1 WWW.CWS.CC FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BY INSTALLER INSTALLATION ANC
INSIDE AND OUT SEE TABLE I HORZ:SLIDER
SEALANT BEHIND C� SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
w a
PERIMETER SEALANT o o
PERIMETER SEALANT BY INSTALLER c o
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR �d o }
SEALANT BEHIND SEE TABLE 1 w ¢ m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND y
SEE TABLE 1 FIN BY INSTALLER U Z
B HORIZONTAL SECTION C HORIZONTAL SECTION co Q
8 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE p o N
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w z >
W
a 0 ¢
G w n.
w CC
1/4"MAX.SHIM a Z uj
m
SEALANT BEHIND 0
FLANGE BY INSTALLER O
m ¢ O
z
PERIMETER SEALANT MIN.EMBEDMENT NUREW f4
BY INSTALLER SEE TABLE 1 °°° P.........T 4�
INSIDE AND OUT �.°p`?.'�C E N '•
v: No 58201 9
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE M��O�F`•,•<O p 1 O P �Z�i
oe��4S,;ONA
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2
015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"FFW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"FFW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 11. INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2-1/2" 6 BOX FRAMEINSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1318" 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 1-3I8" 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 FTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11!13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwa a: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE CWS-868 B
1l8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0,125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2" 1/2" 1 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
Plonda B uldmg code UWme �(P/77f l f1 Page 1 of 2
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i IGr da D2p3(Ifll.flf! BCIS Home Log In User Registration i Hot Topics i Submit Surcharge Stats m Facts Publications ; PBC Stafr i BCIS Site Map I Unks s Search !
r�
Busiries (�a Product Approval
Professional �
USER:Public User
Regulation �rppp�,����' � ❑
Product Aonroval Menu>Product or Application Search>"Application List>Application Detail R E CEM
i I f `�
,•' yw ,_,.�..y hr"' ��' �tjj L t) 4LLLtnnnmmmm Dd"
FL# FL16177-R1
Application Type Revision MAR 3 12016
Code Version 2014
Application Status Approved PERMITTING
St. Lucie County, FL
Comments
Archived
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 Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'Zi 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-8128(SH-8100.IMP NoSillAnch)odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA1101/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://floridabuilding.org/-n 10/27/2015
r loricla tswlctmg Lode untme Page l of L
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
SummarV 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 RI II CWS-812B(SH-8100.IMP, NoSillAnch).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. FL16177 RI AE DuPont PVB NOA 13-0129 27.Ddf
Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AE EvalReo CWS-8126(SH-8100.IMP.
Glass complies to ASTM E1300-04. NoSillAnch).Ddf
FL16177 RS AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
Back Next
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 dick berg_.
Product Approval Accepts:
'v`�N'+�' ® ECliel: 92
sccurih•su.Tmt:.
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIOy... 8/4/2015
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT �'l®D1�'
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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. W W W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8'MAX,OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 8100 PVC
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-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w
-- -- - INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04, o r° Iw-
o 0 �
63" _ __ I 5,ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ¢ }
OVERALL 1 I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS. ul
HEIGHT ® O w Z
B I B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE (°i S 0
GLASS NOT REQUIRED. v L p
DLO N Z
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw s O CC
613/4" 1 I USED AT FIXED MEETING RAIL AND JAMB. n. n
MAX.UNIT
❑ LL O
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. c p U
m
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: L ¢ a
I I X=OPERABLE SASH,O=FIXED SASH m ¢ O
30 3116" I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
SA HMAX. �® GLAS26 S
LOCATION. , y�.�jj1111pfjiaaG ,
HEIGHT $ DOSS ��� pSlORE4y
` B 11.EXTERNAL WEEP SLOT-1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. GPS•0-O E/JS�.,�QZ.��
6 ���• No 58201 •'�'P
I I 6
4 6 .N: :0=:
I I
Lucas A. -9 STATE OF .W`
-- -- -- Tumer `s°T• A
A 2015-04-11 �'4,;SS/ °j? � �`�
6 A 15:15-04:00 ''�•ONM—ro,%l
45,,,6" z�
GLASS DLO
48 3/8• 1 4/11/2015
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
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 Dw�a: R v.;
EXTRUSIONS&B.O.M........................4
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: B
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 O
101/2" I I 8100 PVC
MAX,O.C. SINGLE HUNG
OINSTALLATION IMPACT
ANCHOR(TYP.)
I 1 u7 N
I I T W
o m 4
�y
--•_ `MTG BAIL Y
"(TI-
4YP.)J w m m N
I I
I I m N z
a S O
�-- m
N o Z
1 ¢ ¢ p
MAX.X.O.C.O. a p:
a.
o a
z U
I 4 I p U W
U = W. Lc
m ¢ Z
4"(TYP.) NO ANCHORS REQUIRED IN SILL—] PNT�����
.CENgo;V",�
ANCHOR LAYOUT-(FLANGE) J
No 58201
NOTES: �9�; STATE
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. o*o 110
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 s� +OA��►��,,`
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. 4/11/2015
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.
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.941-3B0-1574
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 I 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, DUG#: REV.:
CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN,EMBEDMENT
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE WIIf4DOSYSTEMS
SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE.
1/4'MAX.SHIM - SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT— + SEE TABLE 1
BY INSTALLER
11 SEE TABLEMIN.EDGE DIST. 8100 Pvc
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND C= INSTALLATION ANCHOR—
FLANGE BY INSTALLER L SEE TABLE 1 IMPACT
1/4"MAX.SHIM
N N
PERIMETER SEALANT
INSTALLATION ANCHOR BY INSTALLER
SEE STALLA I INSIDE AND OUT w m m
SEALANT BEHIND
FLANGE BY INSTALLER m a z
LL p
—CONTINUOUS DOUBLE 3/16'BEADS OF rB HORIZONTAL SECTION
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE `� ❑ Z W
PERIMETER AT ALL INDICATED POINTS [C
BETWEEN FRAME AND BUCK BY INSTALLER. D 0
o �
1/4"MAX.SHIM ¢ p U
SEALANT BEHINDa U w
FLANGE BY INSTALLER C� a[ ❑
ll
PERIMETER SEALANT --7I m ¢ Z
EY INSTALLER MIN.EMBEDMENT rriraeq+
INSIDE AND OUT SEE TABLE 1 `,,,,y
SUBSTRATE BY OTHERSI tNo 58201 •':nl'1
SEE TABLE 1 MIN.EDGE DIST. it
SEE TABLE 1 _
A VERTICAL SECTION
'90 .NATE OF �:�``
TYPICAL SILL ANCHORAGE o
8`94 OR 1 b
NOZONA
4111/2015
TABLE 1:APPROVED INSTALLATION FASTENERS IV//In LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#T58201
URNER,
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE,
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^ HORIZONTAL SECTION
6 BOX FRAME INSTALLATION SHEET DESCRIPTION'
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 24/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3116"RW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1.318" 7/8"
OR ELCO ULTAACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.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 N10-16 HILT[KWIK-FLEX OR RW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIM TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED B t3 p; R V.;
118"ALUM.(6063-T5 MIN.)OR 1110 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS. scAL: SHEET
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