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:• - FL* FL11103-113
y H.
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical,Representative )ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
d; 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
d. Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalReDort298C.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM 91866-95 2009
ASTM E1996-05 200S
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option 0
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Mod!r Number or Nam Description
11103.1 1 SG -1900 PVC Sliding GjLs.Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use installation Instructions
Approved for use in HV Z:`(es FL11103 R3 11 CWS-298C.odf
Approved for use outsl e H)fHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/ 60 1
Evaluation Reports
Other:Large Missile,DP 60 psf,Ma panel size 4'x 8'. FL11103 R3 AE EvalPenoit298C.yd
0 4 1,
Config.include OXXO,0 ,OX,XO.Gla)complies to ASTM Created by Independent Third Party:Yes
E1300-04.
Contact Us::2601 Blair Stone Road,Tallahassee Fl-32399 Phone:850-487-1824
The State of Florida Is an AoVEEO employer.copyrintit 2007-2013 State of Florida.::Privacy Statement::Amssibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-recards 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(l),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 emalls 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 here.
Product Approval Accepts:*
ROW51 ME M
r
TYPICAL HEAD ANCHORAGE
27/16"MIN. MIN.EDGE DIST,
SEE TABLE 1 1/4"MAk SHIM
WINDOW SYSTEMS
INTERIOR MIN,EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CW S.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1
SEE TABLE i
-_-{, �1 8900 PVC
j�❑ ❑ -(�_ �_
PERIMETER SEALANT 1l4"MAX.SHIM SLIDING GLASS
BYINSTALLER D ❑ DOOR-IMPACT
INSIDE AND OUT ((jl 2 7/16'MIN.
Z 2: <CZ3:
owo W
INTERIOR � Z oo z od
W� C
INSTALLATION ANCHOR O O a m O M?t m
SEE TABLE 1 MIN.EDGE DIST. Z Z2 2 D:W p O
O OFC) ¢
SEALANT BETWEEN SEE TABLE 1 L7 U/n�U-)Z D_jE r y a..
SILL RISER AND FRAME /// O O(9 5--`-~U N
Q BYINSTALLER P?Ui n O 0wZ
PERIMETER SEALANT ff-�
INSIDE AND PERIMETER ODUT LANT BYINSTALLER Q }a�O C6
BY INSTALLER U SUBSTRATE BY OTHERS o It in t0:W(D W
U)fit
INSIDE AND OUT SEE TABLE 1 a Z CL O
DO NOTCOVERp w o a x >
WEEP HOLES (81 HORIZONTAL SECTION a: y� 4 (u 3:W<n
MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE (L IK p.
SUBSTRATE 8Y OTHERS SEE TABLE 1 <<��r►�LOREH!q���
SEE TABLE 1 SEE TABLE INSTALLATION ANCHOR t QST T +f
TWOANGHORSPER *`�CEfV,q"� .''ijy�,.r,
No 5B2Di
SEALANT UNDER SCREW 2 7/16" MIN.EDGE DIST. FIXED CUPTHROUGH
PRE-DRILLED HOLES r
HEAD BYINSTALLER MIN. SEE TABLE i *:
"MAX.SHIM
VERTICAL SECTION 1/4STATE OF
\,!,j TYPICAL SILL ANCHORAGE FIXED PANEL 0 .""mow
MIN,EM
LEDMENT '¢+iSS.,(O p 1pP✓�Z,w
�4 3�OIV A ECO��
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN,EDGE DIST. 12' EDGE DIST,
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 3" SEE TABLE 1 X7
CONCRETE(2.85 KSI MN.) 3116"ELCO ULTRACON 1314" 1" ❑ r�'
HOLLOW OR GROU- 117 PCF 1MIN.) 3116"ITW TAPCON 1" 3" 9/22/2017
HOLL tlT-fL'tED-CMU-(AS -C 316"ELCO ULTRACON 1-114" 2-112" 7 7 "
MAX O.G. LUCAS A.TURNER.P.E.
tN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-316" 1" Ft.PE#58201
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 1" 1239 JABARAAVE.
GAUGE(0.060")MIN.STEEL STUD-- PH.941-380 410-16 HILTI KWIK-FLEX OR f7W FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 3428E
(33 IEKS SELF-DRILLING SCREW IHRU 0,060" 7/16' CLIP ANCHORS MUST 60"
BE LOCATED A MINIMUM 574
SHEET DESCRIPTION:
I1 ALUM.(6063-T5 MIN.)OR *10 GRADE 5 SELF-TAPPING! FULL THREAD DISTANCE OF 3"AWAY
1/8"STEEL(33 KSI MIN) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND
V
FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS
CONCRETE(2.0 KSI MIN.)OR 3176"PTW TAPCON 1" 3" INSTALLATIONL DRAWN BY: DATE:
HOLLOW OR GROUT-FLLED CMU(117 PCF MIN.) ANCHOR{TYP) C HORIZONTAL SECTION ADE 06/03/08
FOND PANEL CLIP ANCHORS INTO:
CONCRETE(2.$5 KS!MIN.)OR 3176"ELCO ULTRACON 2.1/ FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE owe a: -R-EV'.—
1-Sf4" 2"
HOLLOW OR GROUT-FILLED CMU ASTM C-90 CWS-298 C
sc : SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1, 1:2.67 6 OF 6
BCIS Home I Log In I User Registration I Hat Topics Submit Surcharge Stats&Facts I Publications I FBC Staff I, BCIS Site Map 1 Unks Seam I
Florida
Qalo
Product ApprovalUSER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
-- FL# FL20838-112
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Stephen Brooks
.Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
u' Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
,I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
1
Documentation from approved Evaluation or Validation Entity .—'.Yes No N/A
FL20838 R2 COC 6thEdFBC-FL20838.odf
Product Approval Method Method 1 Option A
Date Submitted 08/09/2017
Date Validated /7 08/09/2017
Date Pending FBC pproval
Date Approved 08/15/2017
,1
Summary of Products
i
FL# Model,Number or Npme Description
20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8'Panels
Limits of se + Certification Agency Certificate
Approve for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.odf
Approve for use outside HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.Ddf
Impact esistant:Yes FL20838 R2 C CAC 138-1397CAR.odf
Design P essure: N/A FL20838 R2 C CAC 138-1398CAR.odf
Other:I pact vinyl sliding glass door wit light FL20838 R2 C CAC 138-569CAR p_d_f
reinforcern nt,standard sill riser,and ann led laminated FL20838 R2 C CAC 138-570CAR.Ddf
glass to+/- P50.Design pressure+/-65 with light Quality Assurance Contract Expiration Date
reinforceme t,standard sill riser,&he strengthened 04/18/2020
laminated gla Installation Instructions
F 20838 R2 II CWS-1150-R1 odf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 R2 AE EvalReoort1150-Rl.odf
Created by Independent Third Party:Yes
20838.2 SGD 8800 Sliding Glass Door 8800 Series-5'X 8'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1601CAR.udf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1602CAR.odf
Impact Resistant:Yes FL20838 R2 C CAC 138-571CAR.Ddf
Design Pressure:+80/-80 Quality Assurance Contract Expiration Date
Other:Impact vinyl sliding glass door with heavy 04/22/2020
reinforcement and high sill riser to+/-DPBO. Installation Instructions
FL20838 R2 II CWS-1151-R1 odf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL2083B R2 AE EvalReoort1151-R1.Ddf
Created by Independent Third Party:Yes
20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.odf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.odf
Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.Ddf
Design Pressure:+65/-65 Quality Assurance Contract Expiration Date
Other:Impact vinyl sliding glass door with heavy 05/11/2020
reinforcement and standard sill riser to+/-DP65. Installation Instructions
FL20838 R2 II CWS-1152-R1.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 R2 AE EvalReoort1152-111.odf
Created by Independent Third Party:Yes
Back Hext
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.5.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 dict here.
Product Approval Accepts:
1.THEPGENERAL NOTES:
SLIDING GLASS DOOR - LARGE MISSILE IMPACT SHOWN HEREIN IS DESIGNED AND yylNppyygyyTEpIg
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE.
CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWW.CWS.CC
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN
ASTM E 1996 PER THE FBC.
185{'g•4 PANEL WIDTH' 2,GLAZING OPTIONS:(SEE SHEET 3) 8800 PVC
40,g 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT SLIDING GLASS
MAX.PANEL WIDTH LIMITED TO: DOOR-IMPACT
A POCKET "XO•,-Ox.."xx",-OXO-'"XXX",•OXXO","XxXx•,
"PX",°Pxx","PXXX","PXXXX","PXXP-,"PXXXXP","PXXXXXXP-, m
"PXXXXXXXXP"
II
40 •GLASS DLO 2 TRACK,3 TRACK,4 TRACK ¢o
4.DESIGN PRESSURE RATING:
II I NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE m m
�I AND GLASS TABLES ASTM E-1300-04.
96' II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 Z
MAX, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Z O
B II C B ASTM E-1300.04. Ln
HEIGHTII 11 LU Z iu
>
IIKB"*N S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN a O i
93' II �/ I 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 y rL
X X II X X F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 0 a
PANEL I 12 WAS USED FOR WOOD ANCHOR CALCULATIONS. p
HEIGHT II O w
II �' 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT
LASS II 12 REQUIRED. p
DLO II
II 7.ALL FRAMES ARE PROCESSED AND SCREWED
%%%stwfoln
TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED N°REW '!,PP,
Q
TOGETHER. GENgFG=j 2
II 8.SERIES/MODEL DESIGNATION SGD-8800. �;f No 58201
• 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP �P STATE OF •��U�
2 2 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ,i�s 4 O A':�p�G�=`Q,
SIMILAR LOCATION.
11.WEEP SLOTS=1/2"x 1"LOCATED @J BOTH ENDS. �Z
11/21/2016
LUCKS A. LUCAS A.TURNER,P.E.
FL PE#58201
Turner 1239 JABARA AVE.
2016-11-21 NORTH PORT,FL 34288
1574
TABLE OF CONTENTS
10:37+19:00 SHEET DESCRIPTION:
GENERAL NOTES&ELEVATIONS DESIGN PRESSURE GLASS TYPE GENERAL NOTES AND
SECTION VIEWS................................2 MAX.PANEL SIZE IMPACT RATING ELEVATIONS
BOM&GLAZING DETAIL....................3 RATING (SEE SHT 4) DRAWN BY: DATE:
EXTRUSIONS..................................4-5 +/-50 PSF A LARGE MISSILE BLZ 05/06/16
TRACK WIDTHS.................................6 48-15/16"x 93-3/8" +/-65 PSF B IMPACT D a
ANCHOR SCHEDULE&NOTES........7
ANCHOR PATTERNS......................8.9 CWS-1150 1
INSTALLATION DETAILS.............10-11 •(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER s SHEET
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS 00 NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11
, ANCHORS @ 4. P-HOOK
g• 4• ANCHORS '
PANEL-TYP WEDGE
MAX H-�}-6•MAXTYP. TM1 1-1 �f 4 1 \ I '� 1"� I /"� '� I OF PANEL WINDOW SYSTEMS
TYP. I I ITYP. I I 1 I I i TYP.
1800 SW 44TH AVE.
OCALA,FLORIDA 34474
II I WWW.CWS.CC
II 12"MAX.O.C.
21" I it I
MAX
8800 PVC
TYP
SLIDING GLASS
L I II I DOOR-IMPACT
I II I
�/ �/
X X m m
z o
I II I Wzail
I II
MID-SPAN I w a
I)
PANEL
I II I z
I, i ` Ii I. I i ,����y:p,NOREtti• TGA'•.
FIXED PANEL CLIPS :� No 58201 '�13
NOTES: 'CIRCLEDCBEARI[ IMS.
ONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL *: * :*
gr
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATIOETAILS ON SHEETS 8 8 9)EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS. E SPECI LOCATIONS AND SPACING FOR 2T SILL 49; STATE OF .�kr
(SHEET 6).INSTALL ONE ANCHOR AT EACH WOOD INSTAL (CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE A CHOR AT 9ACH LOCATION IN HOOKSTRIP. �O,p•.•o� O P••:��
�I �.. •..O..1 �Z
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOMAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATE N 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE � ONA��Ea�`,►
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS AR
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10.
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 11/21/2016
BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E.
FL PE#58201
5.INSTALLATION ANC HORS 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.
SPECIFIED IN TABLE 1,SHEET 10. NORTH PORT,FL 34288
PH.941-380-1574
8.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 SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1'FOR WOOD AND METAL. D wN Y: 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. BLZ 05/06/16
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
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-1150 1
SCALE:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAIWDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) SHEET
1:20 7OF11
2 TRACK HEAD ANCHORAGE
1/4'MAX WINDOW SYSTEPIS L1��
MN.EDGE DIST. SEE LAYOUT ON BHT 9 1900 SW 44TH AVE.
SEE TABLE 1 39,FRAME INSERT REQ'D AT OCALA,FLORIDA 34474
ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REQ'D W W W.CWS.CC
AT ALL FRAME ANCHOR
LOCATIONS
SUBSTRATE
BY OTHERS MIN,EMBEDMENT O 8800 PVC
SEE TAELE 1 i SEE TABLE 1
SLIDING GLASS
BYRIMEIER NSTALL SEALANT �� IN QS❑ 9 SEELAYOUT DOOR-IMPACT
INSIDE AND OUT •MAX, ON BHT B
SHIM ip
o� F
MIN EDGE DIST � p
SEE TABLE 1 N
PERIMETER SEALANT ED m
INTERIOR COMPLIANT WITH AAMA600 0)
BY INSTALLER INSIDE AND OUT O Z
INSTALLATION ANCHOR QZ
SEE TAELE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT
SEE TABLE 1 SEE TABLE 1
U Z
Q O
SEALANT BEIWEENSILL �� y a
RISER AND FRAME BY t-B_\HORIZONTAL SECTION 0 rx
INSTALLER 9 2 TRACK JAMB ANCHORAGE pWOp
PERIMETER SEALANT �soQ O^® 6 O
BY INSTPLLER �,I "
INSIDE AND OUT O
DO NOT COVER Z
WEEP HOLES MIN.EMBEDMENT tttttttTl/l/t//.,
SUBSTRATE- SEE TABLE 1 ,`��` pp10REW
SBS
EEOTHERTABLE 1 +��JG �\CENgFy�Qyi,,i
MIN,EDGE DIST. 39,FRAME INSERT REQ'D AT
No 58201 ".��
SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS -
9� STATE OF .�lU�
A VERTICAL SECTION ,FSA,C.........
9 2 TRACK SILL ANCHORAGE
S�ONP'��N``�
PERIMETER SEALANT
COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR
SEE TABLE 1 11/21/2016
MIN.EDGE DIST. LUCAS A.TURNER,P.E.
EE TABLE 1 FL PE#58201
1239 JABARA AVE.
......._._........_ .„........ ._.. SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288
TABLE 1:APPROVED MSTN-CATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MDV.EDGE DIST.
SHEEP DESCRIPTION:
CONCRETE IN: 114”ITW TAPCCN 1-12" 4"
C;CNBREft2. MIN. 1 LCO ULTRACON 1-314" 2-117' HOOKSTRIP INSTALLATION DETAILS
2XMIN SOUTHERN PINE(G=0.5a� 114° TAPCCN OR 1-3W' 7B" 2 TRACK
ELCO ULTRACON
ATE:
MISOUTHERN PINE(6=0.55 012 -ODSCREW 1-318" 7/8" "MAX.SHIM DRAWN BY:
N.
18 UGE(0,060")MIN. -14 H"TI KWIK-FLEX OR ITW FULL THREAD BLZ 05/06/18
STEEL K6IYIELDMIN TEKS&ELF-DRILUNGSCREW THRU0.060" 12 D G REV.:
1/B'ALUM.(6063 012 GRADE 5SELF-TAPPING/ FULLTHREADHORIZONTAL SECTION CWS-1150 1
1/8"STEEL 33 KSI MIN. DRILLING SCREW THRU 0.126' 12 9 HOOK STRIP
HOOKSTRIP OR JAMB FRALE ONLY: S SHEET
HOLL W OR GROUFFlLLED CMU ASTM C-9D 114"ELCO ULTRACON 1-314" 242" 1:3 10 SF 11
3 TRACK HEAD ANCHORAGE 1/4•MAX
SEE LAYOUT 39,FRAME INSERT REQ'D AT INTERIOR � ,•
MIN.EDGE DST. ON BHT 9 ALL FRAME ANCHOR LOCATIONS WINDOW SYST04S
SEE TABLE 1,5HT 10 AT FRAME INSERT ALL FRAME ANCHOR REO'
1900 SW 44TH AVE.
LOCATIONS
SUBSTRATE �� OCALA,FLORIDA 34474
LOCATIONS
BY OTHERS W W W.CWS.CC
SEE TABLE 1,BHT 10 MIN.EMBEDMENT
SEE TABLE 1,SHT 10
PERIMETER SEALANT 8800 PVC
BYINSTALLER SLIDING GLASS
INSIDE AND OUT MAX LAYOUT
SHIM �LJ ONSHT8 DOOR-IMPACT
INSTALLATION ANCHOR
SEE TABLE 1,SHIT 10 INTERIOR
SEALANT BETWEEN SILL a0
RISER AND FRAME BY
INSTALLER
PERIMETER SEALANT D O C7 MIN EDGE DIST m m
BY INSTALLER O O C= o� SEE
_TABLE 1 SHT 10
INSIDE AND OUT O
DO NOT COVER ❑O ❑❑ ��� PERIMETER SEALANT Z
WEEP HOLES COMPLIANT WITH AAPERIMETER
800 2 O
MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT 0: N
Lu
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