HomeMy WebLinkAboutProduct Approval Planning & Development Services Department
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• Product Review Affidavit
Building Permit# Owners Name fie,s Ir Ante Cru Applicant: _L 17 I�ev%d�S,. ���(.
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Tvve
Windows CusrO� 1i q6q2 iNOI�-
T _ ��
W i 1uP_0 � , r��t-qLq I. I
W I OU 00LJ Ale +qo -40 00
t h'
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date:
5207 DEER RUN DR.
7
8 6
9 5
10 4
11
3
12
1 2
GARAGE
13
OPENING SIZE
1 108 X 61 3/4 HR
2 172 X 61 3/4 HR
3 47 X 23 3/4 HR1�
4 47 X 23 3/4 HR
5 36X36314 SH
6 52 X 37 SH
7 25 3/8 X 37 SH
8 36 X 61 3/4 SH
9 36 X 61 3/4 SH
10 25 1/2 X 61 3/4 SH
11 25 1/2 X 61 3/4 SH
12 72X613/4 DBL SH
13 36 X 49 1/8 SH
r ail'
'c'. I CA 06PAQWONT OF
Business & Professional Regulation
BCIS Home ! Log In 1 User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map I Unks I Search
RECEEIVED
ro
Pduct Approval
ti r USER:Public User DEC J ? 2017
Product Approval Menu>Product or Application Search>Application List>Application Detail PCRMITTH
FL# FL4091-117 St. Lucie Cc ntl-, F
a,..o Application Type Revision
Code Version 2014
Application Status Approved
I
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue l�J
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc /
Authorized Signature Kevin Pine li_ � t
kpine@cws.cc n
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 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 FL4091 R7 COI EvalRep CWS-154E(SH-8100 NI).pd
Referenced Standard and Year(of Standard) Standard YM
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
10 1/4'MAX.O.C.(TYP.) 10"MAX.(TYP.) �S��!i[YN!(L1lIiUU(1 n(�"�j
8'MAX.(TYP.) 7'MAX.(TYP.) 4"MAX.(TYP.) 8"MAX O.C. 4"THRU FRAME ANCHORS(TYP.) I�/I
6'MAX.(TYP.) 4"MAX.(TYP.) 4"MAX.(TYP.) DETAILA ADDITIONAL ANCHOR REO'D THRU FIN @ MULLBAR CENTERLINE, WINDOW SYSTEMS
SEE NOTE 2 IF NEAREST PRE-PUNCHED FIN HOLE IS MORE THAN 1"FROM 1900 SW 44TH AVE.
MULLBAR CENTERLINE. OCALA,FLORIDA 34474
-- — -- — --
——————— ---------- WWW.CWS.CC
I
12' I 12" I 8100 PVC
MAX.O.C. MAX.O.C.
(TYP.) I (TYP.) SINGLE HUNG
L INSTALLATION I
O O ANCHOR(TYP.) 6" O O INSTALLATION NON-IMPACT
12 1/4" I MAX.O.C. I I ANCHOR(TVP.)
MAX.O.C. (TYP.)
(TYP.) I i I
ANCHOR @ MTG RAIL i I ADDITIONAL ANCHOR REO'D THRU FIN p o O
@ MTG RAIL CENTERLINE,IF NEAREST
PRE-PUNCHED FIN HOLE IS MORE THAN le LL
1'FROM MEETING RAIL CENTERLINE. w H m
I
6'(TYP.)) I �
6'(TYP.) I V X X X I �i Z
O
I a _o fn
I I I $ $
a a w
z
I
¢
a.
--------I-------- < a (n
Lu
INSTALLATION ANCHOR(TYP.) -- -- -- 1 > >
43
H'R Y F N ANCHOR LAYOUT-(FIN) 00 a z
%.0'S111111818"
O RE W�T�
I ��.OQ- .��GENS�;.•'Qy�i
No 56201
NOTES: 1 D
1 X90�• STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. SEAL CORNERS AND INTERNAL MULL WITH SMALL JOINT SEAM I i��T•.�� 0 P,:�����
SEALANT.
2 SHIM AS REO 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. 1 ��
I
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. I 4/3/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN LUCAS A.TURNER,P.E.
01
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. FL # A A
1239 JABARAVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN DETAIL A NORTH PORT,FL 34288
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. INTERNAL MULL ATTACHMENT PH.941-380-1574
SHEET DESCRIPTION:
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-1 X BUCKS ARE
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: ATE:
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. ADE 08/18/09
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: v.:
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-492 B
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) Sc L : SHEET
1.20 5 OF 6
l
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS Qmmmsffl
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8100 PVC
BY INSTALLER INSTALLATION ANCHOR SINGLE HUNG
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND
SEE TABLEDMENT NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
a
PERIMETER SEALANT H
PERIMETER SEALANT BY INSTALLER c o QO
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR Y
LL
SEALANT BEHIND SEE TABLE 1 w F m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U)
SEE TABLE 1 FIN BY INSTALLER uU ZO
B HORIZONTAL SECTION C HORIZONTAL SECTION
6 TYPICAL FIN ANCHORAGE a o D
6 TYPICAL JAMB ANCHORAGE o 0
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N Z W
NOTE:ADDITIONAL THRU-FRAME ANCHORS(AS a a cc ir 0 cc
SHOWN IN DET.A/6)REQ'D AT THE HEAD AND SILL c o a
AT MULLION,SEE SHEET 5 ANCHOR LAYOUT. a a U
1/4"MAX.SHIM a a w
SEALANT BEHIND
FLANGE BY INSTALLER
-T<Q Z
BY NSTALLERAIANT SEE TABLEDMENT ,` PNpRE6y�T�,��'
INSIDE AND OUT %%vj".-'�C E N S�.".Q��I
No 58201
SUBSTRATE BY OTHERS :*; * •:
SEE TABLE 1 MIN.EDGE DIST. "
SEE TABLE 1 pro' ;LCA
A STATE OF
VERTICAL SECTION %;O •. •.'��
6 TYPICAL SILL ANCHORAGE 4,F•• O R
0NA�
X-2-1
TABLE 1:APPROVED INSTALLATION FASTENERS 4/3/2015
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"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1 1" INSIDE AND OUT PH.941-380-1574
p HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION
3/16"TTW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
RANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060•)MN.STEEL STUD #10-16 HILTI KWIK-FLEX OR nW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 08/18/09
E (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OW #: REV.:
1/8"ALUM.(6063-TS MN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
7/16" CWS 492 B
F4ANGE
1/8'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) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
12 6OF6
L
Florida Building Code Online ` 0 c) ,77TPagel of 3
)0 J-
FLOR10A �y�1
Regulation
FIOddaDnnanment! acts Home Log In i User Registration Hot Topics Submit Surcharge Stats&Fads Publications FW Staff 8M Site Map Search
Busines
i Product Public
Regulation
Product Approval Menu>Product or Applica[io❑Seafch>Application Lis[>Application Detall r
FL# FL4091-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Syste C.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc DEC )(�t
Authorized Signature Koss Erin C 9 7 2017
ekoss@cws.cc
PE1:1nil I'll-Ti N G
Technical Representative Erin Koss
St. Lucie County, FL
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
--' 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 FL4091 R7 COI EvalRep CWS-154E(SH-8100.NI).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
httvs:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x... 11/3/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model;'Number or Name Description
91.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-154E(SH-8100.NI).Ddf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76".Glass complies FL4091 R7 AE EvalRe CWS-154E(SH-81 0 NI .
with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 c;H-R10 mpact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 II CWS-4858(SH-8100.52x71. NI).Ddf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x FL4091 R7 AE EvaIReD CWS-485B(SH-8100.52x71.
71",see installation dwgs.for DP.Glass complies with ASTM NI). df
E1300-04. FL4091 R7 AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill,Non-
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-442B(SH-8100.74x63.ContHdSl.
Approved for use outside HVHZ:Yes NI). df
Impact Resistant:No Verified By:Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other:SH-8100 Cont.Hd.&Sill,Max.size 72 7/8"x 61 Evaluation Reports
3/4",DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 R7 AE EvaIReD CWS-442B(SH-8100.74x63,
04. ContHdSl, NI).Ddf
Created by Independent Third Party:Yes
4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont.Head&Sill,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-4928(SH-8100,74x72.ContHdSl.
Approved for use outside HVHZ:Yes NI)-odf
Impact Resistant:No Verified By:Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs.for DP.Glass complies with FL4091 R7 AE EvaIReD CWS-492B(SH-8100,74x72,
ASTM E1300-04. ContHdSl.NI).Ddf
Created by Independent Third Party:Yes
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet.Rail
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-293C(SH-8100,52x96.NI).Ddf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel.Glass complies FL4091 R7 AE EvalReo CWS-293C(SH-8100.52x96.
with ASTM E1300-04. NI). df
Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquz931D/o2b4g5faHJ3x... 11/3/2015
SINGLE HUNG - NON-IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
(SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
1900 SW 44TH AVE.
54 3t8" EDITION.
MAX OVERALLSq 3/8" W ALA,FLORIDA
L RI A 34474
FLANGE WIDTH MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2)
531/8" FLANGE WIDTH
MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X".
4615/16 MAX.UNIT 8100 PVC
GLASS DLO NIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2):
A 46 15/16" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
GLASS DLO GLASS TABLES ASTM E-1300-04. NON-IMPACT
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
77 1/4• -- - INFILTRATION TEST PRESSURE AND GLASS TABLES
MA I 33 5J16" 69 1/2' ASTM E-1300-04. '� N T o 0
OVERALL I GLASS MAX � A n
3
HEIGHTFLANGE B O B DLO OVERALL 33 5116'O GLASS 5.ANCHORAGE:THE 33 1/3'Y STRESS INCREASE HAS NOT BEEN USED o o cl
HEIGHT DLO IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR r o O
MAX DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
UNIT 68 1/4' ANCHOR CALCULATIONS. Y w Lu w w
HE B MAX w ¢ H G ¢ m
6 UNIT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z
3611/16' HEIGHT
MAX v O 33 3/e' 30 y1g^11 1 26 7/6. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O
SASH x I g GLASS MAX
HEIGHT I D DLO SASH 'DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o o �7a
6 HEIGHT USED AT FIXED MEETING RAIL AND JAMB. a ¢ a LL z >
¢ w ¢ ¢ O U.1
w 2 w a w Ir
A A C 8.SERIES/MODEL DESIGNATION SH-8100. IL is o c a
9 w �u 0C
6 46 5/16" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a ¢ w a U
46 5/16" L O D O
GLASS DLO GLASS DLO X-OPERABLE SASH,O=FIXED SASH ? ? j ? wo
EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL w o U m ¢ O
ELEVATIONS IN A SIMILAR LOCATION. Z
MAX 54
OVERALL 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. `��%%g�oRE W
FLANGE WIDTH `��Op•;.��G E N sF'•�`L���
i
MAX.NIT WIDTH . :• No 58201
481
GLASS
'9 STATE OF :41/4
635/16" LucasTumer =�o..,. P;��u
OMAX VERALL 33 5116" 201 5-04-03 ��i F SL OR�0•- ;��
FLANGE O GLASS ,,S, ' IIQ
HEIGHT Fl DLO 09:55-04:00 �a �ONALE 1.•
Ifff1y1111�1J1►
621/16" Y r
MAX
UNIT 4/3/2015
HEIGHT 214" 2011/16•
SX GLASS LUCAFL PE#58201 P.E.
DLO 1239 JABARA AVE.
NORTH PORT,FL 34288
465116 PH.941-380-1574
GLASS DLO
SHEET DESCRIPTION:
60/40 SPLIT ORIEL GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
DP CHARTS&GLAZING DETAIL'S.....2 EQUAL 53-1/8"x76" NONE BAT 04/29/08
SECTION VIEWS&ALT.FRAME........3 SEE COMPARATIVE ANALYSIS •
EXTRUSIONS&B.O.M.........................4 5 HI ORIEL 53-1/8"x 68-1/4" NONE cws-154 E
ANCHOR SCHEDULE&NOTES..........560/40 ORIEL 53-1/8"x 62-1/16" CHART, SHEET 2 NONE LE' SHEET
INSTALLATION DETAILS.....................6 1:33.33 1 OF 6
l
f®DEMI'
WINDOW SYSTEMS
1900S14 MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP) 8'MAX.O.C.(TVP.) OCA A, LTH AVE.
6'MAX.(TVP.) 4'MAX.(TYP.) SEE NOTE 2 WW CWS.CC A 34474
6"MAX.(TVP.)
I I � 8100 PVC
e, SINGLE HUNG
MAX O.C. NON-IMPACT
O I (TYP.) O
MAX.O.C. I O O
(TYP-) I I INSTALLATION Q oa n Q
THRU FRAME ANCHOR ANCHORS TYP.
0 - -
0 0
MEETING RAIL AT FIXED MEETING RAIL YW w< li wQ w
D
CENTERLINE (TYP,)
fw- ¢ G}
4"(TYP)
(J)X
4"cTY z I X N o
e U p U D
INSTALLATION F c m j
ANCHORS TYP. [1 ¢ cui ¢ a ¢ O Lu
Lu Lu
a ¢ a d
d Q
ANCHOR LAYOUT-(FIN) S p
ANCHOR LAYOUT-(FLANGE)
LU O U m ¢ Z
/ DREW
���GP4'•�"�C E N 3F GQtii,'�
No 58201
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���� ........S�
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 till 11100
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. x's2!_1
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015
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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 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
PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
B.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-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
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. BAT 04/29/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. bwo#:
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-154 E
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
125 5OF6
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
�" SEE TABLE 1 OCAIA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
PERIMETER SEALANT
SEE TABLEDMENT SEE TABLE 1 8100 PVC
BY INSTALLER INSTALLATION ANCHOR SINGLE HUNG
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND
SEE TABLEDMENT NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
a W/z � N � 0 0
W (� CO I' w
BYINSTALLERIMETER EA�M cn o o_ c� n ¢
PERIMETER SEALANT INSIDE AND OUT o o p
BY INSTALLER �[ w tL w w
INSIDE AND OUT INSTALLATION ANCHOR p w p p Y
L7`
SEALANT BEHIND SEE TABLE 1 w ¢ F- ¢ ¢ m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND (q
SEE TABLE 1 FIN BY INSTALLER c� c� D ZO
g HORIZONTAL SECTION C HORIZONTAL SECTION LL a LL >
<_ o ¢ CD
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE F E >
HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ Ri 7d- T Z w
w ¢ x O 0:
a
a ¢ a a a
8 ¢
U
1/4"MAX SHIM o j p
SEALANT BEHIND <
FLANGE BY INSTALLER w p U m ¢ Z
BYI STALR SREALANT SEE TABLEDMENT `����PNORE W
INSIDE AND OUT �OPy•��C E N SF•.�Py���
i
v: No 58201 :P
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
\ SEE TABLE 1 �9 STATE OF ���
�A \ VERTICAL SECTION %O.�'••��
6 TYPICAL SILL ANCHORAGE ,i��i SZONA 1
42x015
TABLE 1:APPROVED INSTALLATION FASTENERS
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"[TW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"fIW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT PH.941-380-1574
p HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/15"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELOO 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 KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
BAT 04/29/08
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/18
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDGar: ..
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-154 E
1/8-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) #10 WOOD SCREW 1-1/2" 1/2' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
Florida Building Code Online (: (.L Citi-Ary 15 0 -X(D U }jam, Page 1 of l
E-�ir ti�o-i.tr�� •tel�d ter- • � I
=6'alBusiness & Professional Re ulation -1'�k
r��. I'tU
MZZFlo^ (e��p�•o SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search
Busines .
Professial Product Approval
USER:Public User kai,t r, 1 ,>9 4 r- )
Regulation C 1� Ih.
Product Aooroval Menu>Product or Application Search>Application List>Application Detail DEC 0 71017
- FL# FLS
V
Application Type Revision vision P`'_
R,''tiIT1NG
® Code Version 2010 —qt- Lucie CCL;-jtA' {
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 207
mlafevre@cws.cc
Authorized Signature Michael La Fevre
mlafevre@cws.cc
Technical Representative Brian Tenace \
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL f
(352) 368-6922-6922 Ext 291
btenace@cws.cc
C.
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 221
jthompson@cws.cc
Category Windows
Subcategory Horizontal Slid h
J
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 03/01/2014
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL4092 R5 COI EvalReD CWS-340B(HS-8200 XOX XO NI)Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/101/I.S. 2/A440-05 2005
ASTM E 1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnB... 5/7/2012
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 12/09/2011
Date Validated 12/13/2011
Date Pending FBC Approval 12/20/2011
Date Approved 01/31/2012
--.......... f Pro..._.�5.............—� _ __.._.__...—...............__--...-.__._.. _ ---
FL# Model, Number or Name Description
4092.1 8200 Vinyl Flange/Fin Horizontal Sliding 8200 Vinyl Flange and Fin Horizontal Sliding Window
Window
Limits of Us Installation Instructions
Approve or use in HVHZ: No FL4092 R5 II CWS-340B(HS-8200.XOX XO NI).pd
Appr d for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
pact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
00, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 5/8 x FL4092 R5 AE EvalRep CWS-340B(HS-8200 XOX XO NI) Ddf
Ilte, 3 SF. Created by Independent Third Party: Yes
(12.29HS-8200 Vinyl Fig Horizontal Sliding HS-8200 PVC Horizontal Slider,OX or XO.
Window
its of Use Installation Instructions
proved for a in HVHZ:Yes FL4092 R5 II CWS-486A(HS-8200. 74x54 TAS 202 NI)Ddf
proved fo se outside HVHZ:Yes Verified By: Lucas A.Turner 58201
pa istant: No Created by Independent Third Party: Yes
n Pressure: N/A Evaluation Reports
Other: HS-8200 PVC Horizontal Slider, XO or OX,74"x 54".See FL4092 R5 AE EvaIReD CWS-486A(HS-8200 74x54 TAS 202
Installation drawings for Design Pressure. NI).Ddf
FL4092 R5 AE Mikron NOA 11-0830 09 Ddf
Created by Independent Third Party: Yes
4092.3 HS 8200 Vinyl Flg/Fin Horizontal Sliding HS-8200 Vinyl Flange/Fin Horizontal Sliding Window
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4092 R5 II CWS-2238(HS-8200. 72x72 NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-N/A Evaluation Reports i
Other: HS-8200, 72"x 72", 2 lite, DP 40 PSF. FL4092 R5 AE EvaIReD CWS-223B(HS-8200 72x72 NIM)d
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.Cooyrioht 2007-2010 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,e-mail 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 regarding DBPR's ADA web accessibility,please contact our Web Master at
webmasterOd bor.state.8.us.
Product Approval Accepts:
® ® tee
'� secltttit srt'rxrc�
.., S(`.uREQ
. ........,~Y^
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931D/D2b4g5 fa0OzM2M4GTnB... 5/7/2012
HORIZONTAL SLIDER ELEVATION (NON-IMPACT) PVC NON-IMPACT REQUIREMENT
(SHOWN W/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE,CURRENT EDITION.
2.GLAZING OPTIONS:(SEE SHEET 3)
126 7/8"
MAX.OVERALL FLANGE WIDTH
3.CONFIGURATIONS:"OX","XO",OR"XOX'
125 5/8"MAX.UNIT WIDTH-
4.DESIGN PRESSURE RATINGS(SHEET 4)
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES
32 3ASTM E-1300.
GLASS DLO GLASS S DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST
PRESSURES AND GLASS TABLES ASTM E-1300.
- -- 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
631/4 THIS PRODUCT.SEE SHEETS 8-9 FOR INSTALLATION DETAIL.WIND LOAD DURATION
MAX FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
551/4
OVERALL
FLANGE I 'clGLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED
HEIGHT DLO IN WIND BORNE DEBRIS REGION.
X O X 58 9/16
MAX. 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT
B2• SASH FIXED MEETING RAIL AND JAMB.
MAX. a HEIGHT
UNIT 8.REFERENCE TEST REPORTS:
HEIGHT
A.HORIZONTAL SLIDER"OX"OR"XO":NCTL-210-3525-2,NCTL-210-3525-1
B.HORIZONTAL SLIDER"XOX":NCTL-210-3522-2,2A,NCTL-210-3459-1,1A,2,2A
57 13/16' 9.SERIES/MODEL DESIGNATION HS-8200.
GLASS
35 11116' - - - DLO
MAX. 10.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
SASH 551/4" PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE
WIDTH MAX OVERALL RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
FLANGE WIDTH
"X/O/X" MAX.SIZE,DP+30/-30 11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O=
54"MAX.UNIT WIDTH FIXED SASH
SEE NOTE 13 23 3/16" 23 3/16„ 12.SECTION CALLOUTS FROM OX&XOX ELEVATIONS APPLY TO ALL ELEVATIONS IN A
GLASS DLO GLASS DLO SIMILAR LOCATION.
7� 13."XOX"UNITS AS SHOWN UP TO 125 5/8"x 62"ARE RATED+30/-30 PSF.FOR HIGHER
DESIGN PRESSURES BASED ON COMPARATIVE ANALYSIS.REFER TO SHEET 4.
62" j 55 1/4"
MAX. GLASS 14."XO'UNITS AS SHOWN UP TO 54"x 62"ARE RATED+45/-45 PSF.FOR HIGHER DESIGN
UNIT
HEIGHT I DLO PRESSURES BASED ON COMPARATIVE ANALYSIS.REFER TO SHEET 4.
X O
I �� 15.WEEP SLOTS=1/4"X 1"LOCATED 6"FROM BOTH ENDS
GLASS
631/4" 599/16" 1 DLO
MAX. MAX.
OVERALL SASH I
FLANGE HEIGHT I
HEIGHT I i
1 - --- B UPDATED PER 2010 FBC 10/13/11
MAX.SASHAIDTH LUCAS A.TURNER,FL P.E.58201 A UPDATED NOTES 06/10/10
�puuaer�
"O/X"&"X/O"MAX.SIZE,DP+45/-45 ,*%0aPNDREW
SEE NOTE 14 GP� ��GErysF GQ �. wwDoRs
J!y No 58201 :A: 1900 SW 44TH AVE.
TABLE OF CONTENTS _ ,. =*; C#= OCALA,FLORIDA 34474
GENERAL NOTES&ELEVATIONS...............................1 y^/- TITLE:
f�L "°� * �a� GENERAL NOTES&ELEVATIONS-NON IMPACT
ANCHOR SCHEDULE&NOTES....................................2
DP CHARTS&GLAZING"O/X"/"X/O"P'X/O/X..............3-4 .. (L SHIES:8200 anwN;91
10/14/2011
SECTION VIEWS&ALT.FRAME"O/X"/"X/O"..............5 12/02/11 ��T•.'O P'a�"
SECTION VIEWS&ALT.FRAME"X/O/X"......................6 PRONED PRIETARY THIS
ANI DRAWING IS THE
CONFIDENTIAL ��F•.,< ..... ����� dODEL SCALE. NTS NO:
EXTRUSIONS
XT USI NON BILL OF MATERIALS.........................9 WINDOW
SYSTEMS,INC.ANY REPRODUCTION
WDNDOW SIN PART OR AS
WHOLE'WITHOUT THE �'4ss/pNp; MODEL:HORIZ.SLIDER . T: C OF 9 40
6"MAX 3"MAX 15"MAX OC 3_MAXOC
(Typ) (AROUND MR,TVP.) (TMP) (AROUND MR.,TYP.) (AMAX.OC
15_MAX.OC 6.MAX Al
(T (AROUND MR.,TYP.)TYP.)MAX -- D (ABOVE SASH) (TYP)�-
6"MAX I SEE NOTE 2
(TYP)
16"MAX.OC
9"MAX.OC X O X 10"MAX.OC I O X
(JAMBS,TYP.) _
9"MAX.OC
� SEE NOTE 2 I
16"MAX OC
11 13/16" X.OC- —+ (7ANCHOR LAY FLAN E(ABOVE FIX D) ANCHOR LAYOUT-(FLANGE) RU FRA NRY OPENING)
THRU FRAME(MASONRY OPENIND) DES RESSURE RATING N5
DESIGN PRESSURE RATING !30
�.+ SEE NOTE 6
q^MAX. - I 8"M 4"MAX. 8"MAX.O.C.
(TYP) t (TYP) (TVP) L I (TYP)
J— SEE NOTE 6
4"MAX. 4"MAX.—�
(TYP) (TMP)
8"MAX.O.C. [ -1 X
6'MAX.O.C. (TYP)(TMP) � � G�
F
F
C —I'l
ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN)
THRU NAILING FIN(WOOD OPEN WG)
THRU NAILING FIN(WOORA
D OPEN—) DESIGN PRESSURE TING-VIS
DESIGN PRESSURE RATING t30
NOTES:
1.INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHORS SAME AS HEAD. \.
2.SHIM AS REO'D 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.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3/16"DIA.ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2'SHALL
BE ACHIEVED IN EITHER DIRECTION.
5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION.
6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION.
7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 10/13/11
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED NOTES 06/10/10
LUCAS A.TURNER,FL P.E.56207
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ,
,`otillooff ,,`
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. •�•� . DREW r*t,* eom
ran
I?�
9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ••GPS'`�C E N SAS'pZ�:' WWDOWS&DOORS
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) `
.' No 58201 :'A;, 1900 SW 44TH AVE.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. _*: * OCALA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). — TITLE
o * ANCHOR SCHEDULE&NOTES-NON IMPACT
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� 'p: STATE OF C�� "E RIES 8200 RAWN eY ADE ATE 10/14/2011
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT PROPRIETARY AND CONFIDENTIAL 12/02/11 %,OTS.°4 0 R 10 P `` OOEL %CALE f
G NO
FMA/AAMA 100(FIN WINDOWS), NTS
VERSION OF THE REFERENCE DOCUMENTS:
200(FLANGE WINDOWS), WINDOW
SYSTEMS,
THE EgM SSS ONCOF ANY
REPRODUCTION
OR AS A
SPROHB TEID.HOUT THE TION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��4SS+ONA1 �G�� HORIZ.SLIDER Ev LETTER. B ET CWS-340
FMA/W DMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS). 2 OF 9
�•-- �+ 11/4_.MIN.EMBEDMENT [01 3/e•MIN.EMBEDMENT
[C)
1 BY WOOD BUCK `
CONCRETE/MASONRY BY OTHERS
BY OTHERS ��� [A]
V —1 1/4"MAX SHIM 1/4"MAX SHIM
-- SEALANT BETWEEN—
BUCK
ETWEEN p'p'
BUCK AND OPENING A
BY OTHERS Z(9"MIN.EMBEDMENT
(D]
INSTALLATION ANCHOR,3/16"DIA. •e.a
MASONRY SCREW w/WASHER
THRU SCREW SUPPORT d INSTALLATION ANCHOR,
[C) �— 4 4 �A #10 WOOD ANCHOR W/
WASHER
21/9-MIN.EDGE DIST.- �' '<•A i Cir p•p• SUPPORT THRU SCREW
[C) I I CONCRETE/MASONRY [D]
- I •.
• /8:OTHERS
2-.112:MIN.EDGE DIST. 4 44
1 1/4"MIN.EMBEDMENT '. D• D• • D•• D• D• [C] 4•4 p,p ��SEALANT BETWEEN
[C] D• D•D D D•D•• D• •e.a SEALANT BEHIND FLANGE A' BUCK AND OPENING
D• •.
BY INSTALLER. ;a'•.•t•• BY OTHERS
'�•�. '';r SEALANT BEHIND FLANGE
k�•; 1 BY BUCK PERIMETER SEALANT
I BY OTHERS 1 BY INSTALLER. BY INSTALLER 2 BY WOOD BUCK
EXTERIOR FINISH _ [A] EXTERIOR FINISH BY OTHERS
BY OTHERS BY OTHERS PERIMETER SEALANT EXTERIOR FINISH [A]
/ 1/4"MAX SHIM BY INSTALLER BY OTHERS
PERIMETER SEALANT J [8] HORIZONTAL SECTION
BY INSTALLER 'FT'•HORIZONTAL SECTION FRAME(WOOD)
INSTALLATION ANCHOR,3/16"DIA. FRAME(MASONRY)
MASONRY SCREW w/WASHER OTE:HEAD AND JAMB
THRU SCREW SUPPORT IMILAR FOR 2BY INSTALLATION.
SEALANT BEHIND FLANGE-- [C] INSTALLATION ANCHOR,3/16"DIA.
MASONRY SCREW WNEOPRENE
BY INSTALLER. �1 BASUPPORT EEDWASHER THRU SCREW
[C]
SEALANT BEHIND FLANGE SEALANT UNDER SCREW HEAD
INSTALLATION ANCHOR,3/16"DIA. BY INSTALLER. BY INSTALLER
MASONRY SCREW w/NEOPRENE —1/4"MAX SHIM
BACKED WASHER THRU SCREW PERIMETER SEALANT [8]
SUPPORT BYINSTALLER 1
[C]
EXTERIOR FINISH D ° °• ° °. ° D _ -TT
SEALANT UNDER SCREW HEAD BY OTHERS °D. e P
BY INSTALLER D D. a D. s
• sD sD sD
SEALANT BEHIND FLANGE
HIGH STRENGTH STRUCTURAL •D°�D ° C e .D°°•D° D° D°• >1�° •D°• o •°• o D
REFERENCE NOTES:
BYINSTALLER. GROUT BY OTHERS DD1 114"MIN.EMBEDMENT [A]SEENOTE 10.SH
SEE NOTE T 1D [C] ( J 28
DPERIMETER SEALANT 1/4"MAX SHIM CSEE NOTE 4,SHT 2
BYINSTALLER D]SEE NOTE 5,SHT 2
CONCRETE/MASONRY 2210-MIN.EDGE DIST. [Ej SEE NOTE 6.SHT 2
`.,
EXTERIOR FINISH BY OTHERS [C)
ALTERNATE PRECAST SILL DETAIL 10/13/11
BY OTHERS ••••' '
•„•,�a D• -T `FRAME(MASONRY) B UPDATED PER 2010 FBC
o• •
rii.•.:
.D. • SILL STOOL
D• D•D. BY OTHERS LUCAS A.TURNER,FL P.E.50201 A UPDATED NOTES 06/10/10
Opo• • •O•
D.•D•D . .D•D• {1i11//Ilf
•D.D. D O .n USE SOLID WOOD SUPPORT
TO MAKE SILL LEVEL, ',poll 14ORE W l tG�'
D•D•.D'D, D•>.?D•D D•D•D•D.•D �
D•. D, D . •D•
BY OTHERS. ��Q6 G£N g'•.,Q���
D' •D, D. D•• •, D, D• `��C7,'�.� F •,y�� WINDOWS&DOORS
•D D; D'D•.•D' v.• y
• t 1/4MIN.EMBEDMENT No SB201 -P 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
[C)
-I F�21/2”MIN.EDGE DIST. �� a i * CC TITLE INSTALLATION THRU FRAME DETAIL-NON IMPACT
BY OTHERS
[C) S13 STATE OF 4u Z'BY OTHER$ 17J01J11 SOT••,A` *..��� EHIES:8200 RAWN BY:ADE ATF. 10/14/2011
VERTICAL SECTION
PROPRIETARY AND coNRDExnAI ��8"•<O R 1Q. �.` ODEL- SCALE: WO.NO:
(1)1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM S -HORIZ.SLIDER NTS CSW$'340
YF E(MASONRY) WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE �lI `s� ��\��
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. llbof llife'll � EV.LETTER: B HEET: BOF 9
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY
1/4"MAX.SHIM SEE TABLRE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE i BY OTHERS
1/4" MAX.SHIM'F SEE TABLE 1 WW CWS.CC FLORIDA X74
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 82W PVC
BY INSTALLER INSTALLATION ANCHOR HORZ.SLIDER
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND SEE TAB DMENTENON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
3c� oui
PERIMETER SEALANT
PERIMETER SEALANT BY NSTALLER o o O
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR I'll-
w w w
SEALANT BEHIND
SEE TABLE 1 w ¢ Q < m
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SEE TABLE 1 FIN BY INSTALLER Z
B HORIZONTAL SECTION C HORIZONTAL SECTION T w T G
8 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE 44 c
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Ri R m Z W
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No 58201 :_
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TABLE 1:APPROVED INSTALLATION FASTENERS
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"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE 2.85 KSI MN. 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
( ) p HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2.1/2" 8 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANG 2X MIN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 13/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE.2 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW i-ala" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MN.STEEL STUD #10-16 HILT]KW IK-FLEXOR rrw 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 ADE 09/12/07
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dw w: ..
1/8"ALUM.(6063-T5 MN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS 223 D
1/8"STEEL(33 KSI MN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. CALE: SHEET
1.2 60F6