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�` t e'dfir
4� ��, 114 e FL# FL10272=R5
-r 9S.
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer I-'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
j 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 'Exterior-Doors
Subcategory 'Sliding-Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O 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 02/27/2025
Validated By Steven M. Urich, PE
121 Validation Checklist-Hardcopy Received
i
Certificate of Independence FL10272 R5 COI EvalReD CWS-252G(SGD-8920.PXXXX,IMPACT).odf�!
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E 1300-04 2004
ASTM E1886-02 2002
ASTM E1996-02 2002
PA TAS 201/202/203 1994
i
Equivalence of Product Standards
Certified By
SLIDING GLASS DOOR ELEVATION - IMPACT GENERAL 1.THE PR NOTES:
ODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WINDOW SYSTEMS
THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE
151"FRAME WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 1900 SW 44TH AVE.
MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
1405/8"MAX UNIT WIDTH WWW.CWS.CC
POCKET 371/8"MAX PANEL WIDTH 2.GLAZING DETAIL:(SEE SHEET 4)
3.SAMPLE CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN 8920 PVC
e� o ON SEE SHEET 2.MAX UNIT WIDTH FOR 4 PANEL BYPASS FOR GLASS TYPE(A) SLIDING GLASS
9 IS 138 13/16".MAX UNIT WIDTH FOR 4 PANEL BYPASS FOR GLASS TYPE(B)IS
MAX B D 191-1/811. DOOR-IMPACT
UNIT 8 a
HEIGHT G 4.DESIGN PRESSURES:
9 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES 55 55 o' m m m
o 0 0 0
773H6" H 701/16" ASTM E-1300-04. °' o °.° N
MAX. 9 GLAss DLo -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER a ao
PA EL
HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04. o o o 0 0 0 ❑
5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE }
m
DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL.WIND m
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR U T O
CALCULATIONS. o a)
F E A GLASS TYPE A 3DLOGLASS 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT N ¢ a Oz W
s s s REQUIRED. o a F
a
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PVC VENTS FULLY
199"FRAME WIDTH WELDED. m
188 518"MAX UNIT WIDTH j O
POCKET 49 1/8"MAX PANEL WIDTH 8.SERIES/MODEL DESIGNATION SGD-8920.
C7 U_ W O U m Q Z
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: rrr
X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP. 0%g` OREwrTG���i
42-GLASS 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. `,��OP.�v.GEiuSF..Q2.,��
DLO Z j: No 58201
MAX 11.WEEP SLOTS-7/16"x 2.5"LOCATED 4"FROM BOTH ENDS,MIDSPAN OF THE
UNIT HOOKSTRIP PANEL,4"FROM EACH PANEL INTERLOCK AND ON CENTER AT
HEGHT
THE ASTRAGAL. E a=
STATE OF .4114
93316" 861/16,
GLASS •��,4��SFC O R 1Q4'�\�,
PANE HEIGHT DLO rrS,ONA1
a Lucas A.Turner x�
2015-02-26
11:57-05:00 2/26/2015
Mi LUCAS A.TURNER,P.E.
- ------ FL PE#58201 --- ---
1239 JABARA AVE.--
GLASS TYPE B NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.................1 LOCATION DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
CONFIGURATIONS..........................................2 AIDE 07/24/08
SECTION VIEWS..............................................3 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT
EOM&GLAZING DETAIL............................. HVHZ +/-675 PSF LARGE MISSILE IMPACT ° REV.:
EXTRUSIONS................................................5.6 5.6 . CWS-252 G �
ANCHOR SCHEDULE AND NOTES.................7
INSTALLATION DETAILS..............................8-9 (4)PANELS SHOWN,UNLIMITED NUMBER OF PANELS ARE ALLOWABLE AS LONG AS SCALE: SHEET
INDIVIDUAL PANELS DO NOT EXCEED MAX.PANEL SIZE AS SHOWN. 1:33.33 1 OF 9
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8 PANEL 4 TRACK(OXXXXXXO)
8920 PVC
SLIDING GLASS
DOOR-IMPACT
� 0000
mowoa^ aN ¢
0 0 0 0 0 0 ❑
6 PANEL 3TRACK(OX(XXO) w m
C7
O
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a w O cc
❑ O c3�d 4 g� �
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4 PANEL 2 TRACK(OXXO)
D § g ❑
C7LL W ❑ UmQZ
2 PANEL 2 TRACK(PXX) CI
�.r t No 58201
STATE OF
3 PANEL 2 TRACK(OXO) rZ2PAIN EL 2 TRACK(XO) %OT. V,-. . ,.
icc3 O R 1 �N
�� S�OfVA`LE�����
— _ 2/26/2015
3 PANEL 3 TRACK(PXXX) LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE._,
r!3PANEL 3 TRACK(XXO) NORTH PORT,,FL34288_
PH.941-380-1574
SHEET DESCRIPTIO
SAMPLE
CONFIGURATIONS
DRAWN BY: DATE:
ADE 07/24/08
DWG#: REV.:
CWS-252 G
4 PANEL 4 TRACK(PX
4 PAN
XXX) EL 4 TRACK(X)XO) SCALE: SHEET
1:6.67 2 OF 9
4 Cyr •
WINDOW SYSTEMS
y 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474-
WWW.CWS.CC
1 3 16
1 10
2 3 5 8920 PVC
41 6 SLIDING GLASS
DOOR-IMPACT
1b
815
lq (+7 � W OfIn
coo �QB 16 0 0 � 0 0 0 0
38 10 t9 y
as
W� }
m
I
38 5 5 18 1 8 U L Z
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15 9
U' U. wa0m < Z
8 #10 x 1"HEX WASHER HEAD TEKPAIR OF ANCHORS AT
SEE T 7 FOR SP INGCH CLIP.
H C
ti y,�•GP:�\OENS�.,�QZ�i�,
44 o z-4: No 58201
ve .4t:
13 STATE OF PO
tollf INTERIOR SS+ONA on��,```
FIXED PANEL ATTACHMENT
2/26/2015
67.5 DP RISER-S-1698 LUCAS A.TURNER,P.E.
a3 - - --- - 7 FL PE#$8201
50 DP RISER-S-1697 ________ _ 1239 JABARA AVE.
13 — - NORTH-PORT,FL 34288
PH.941-380-1574
4 4' k
SHEET DESCRIPTION:
HIGH DP SILL RISER SECTION VIEWS
RISER DP
DRAWN BY: DATE:
1697 +/-50
LOW DP SILL RISER 1698 +/-67.5 ADE 07/24/08
DWG#: REV.:
NOTE: CWS-252 G
1.INSTALLATION W/NO SILL RISER ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS REQUIRED.DP+/-67.5 SCALE: SHEET
1:4 30F9
ITEM PART NO. DESCRIPTION VENDOR MATERIALr-
1 S-1623,1627,1631 FRAME,JAMB,SGD Keymark Aluminum // 17R�v�r® •I /(/{
2 S-1624,1628,1632 FRAME,HEAD,SGD Keymark Aluminum �(ytlhl)(� I(1J�fjL
3 S-1625,1629,1633 FRAME,SILL PAN,SGD Keymark Aluminum WINDOW SYSTEMS
4 S-1626,1630,1634 FRAME,ROLLER TRACK,SGD Keymark Aluminum 1900 SW 44TH AVE.
5 H-1693 ASTRAGAL,BUTiSTTLE Keymark Aluminum OCALA,FLORIDA34474
6 H-1697 MIDRISE ADAPTOR Keymark Aluminum WWW.CWS.CC
7 H-1698 HIGHRISE ADAPTOR Keymark Aluminum
9 H-1992 HOOK STRIP Keymark Aluminum $920 PVC
10 H 1993 REINFORCEMENT,PANEL Keymark Aluminum
11 H-6032 PANEL,MAIN Mikron PVC SLIDING GLASS
12 H-6034 PANEL,MAIN,INTERLOCK Mikron PVC DOOR-IMPACT
13 P-3142 ROLLER,TANDEM Sullivan Stainless
14 P-3352 SETTING BLOCK Frank Lowe Rubber 00
15 P-3305 WSTP,.270 X 187,BLACK,FIN Ultrafab
16 P-3432 WSTP,.330 X 187,BLACK,FIN Ultrafab PANEL CORNERS FULLY WELDED. FRAME CORNERS MECHANICALLY a) o U' o 00 N H
17 BACKBEDDING PURFECT GLAZE"H"OR SIKAFLEX552 FASTENENED.
0 0 o 0 o a O
18 P-3541 #8 X 1/2 PAN PHIL TEK Fastenal Steel
19 P-3747 1/2"TALL STRIKE Amesbury Stainless w m
20 P-3762 #8 X3/8"PHIL PAN SMS Fastenal Steel o rq
22 P-3789 HANDLE KIT Amesbury OVERALL 1"OVERALL c1 ZO
23 P-3793 MULTIPOINT LOCK Amesbury 1' � o � u)
24 P-4146 #8 X3/4 FLAT PHIL TEK Fastenal Steel 3/16•TEMPERED 3116"TEMPERED c N u g Z ;
25 P-4289 #10 X2 PAN PHILTEK Fastenal Steel 3/6"AIRSPACE 3/6"AIRSPACE O w O
26 P-4366 WSTP,1"X.700X5"DUST PLUG Ultrafab /1s LAMI 7/16 LAMI o e o a
27 1 P-4479 WEEP COVER M&M Nylon 316'ANNEALED 3/16'ANNEALED Fw $ F qg
28 P-4660 #8 X 1 PH TRUSS TEK Fastenal Steel .105 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER p p 6 ¢ co
0
LU
r34
S-1597 COVER,FIXED PANEL Keymark Aluminum 3/1V ANNEALED 3/16'ANNEALED x 7 9 O
S-1618 CLIP,FIXED PANEL Keymark Aluminum
S-1643 SLIP ON COVER,HEAD Keymark Aluminum 44 C0 t1 w o U m ¢ z
S-1644 SLIP ON COVER,JAMB Keymark Aluminum t PURFECT GLAZE"H" 17 PURFECT GLAZE"H" �'%ji rg"
S-1645 SLIP ON COVER,SILL Keymark Aluminum SIKAFLEX552 SIKAFLEX552 ��,%Pt1OREW
S-1649 THRESHOLD Keymark Aluminum ? oENsZj
S-1652 ASTRAGAL COVER Keymark Aluminum .: No 58201 ;-A$-1677 TRIM COVER,SCREW Keymark Aluminum 13/16'GLASS BITE 13/16"GLASS BITE
S 6046 WELD SUPPORT Mikron PVCgus r 38 S-1775 REINFORCEMENT,PANEL Keymark Aluminum pr7l
1a to �13 t STATE OF
40 S-1979 COVER,INTERLOCK Keymark Aluminum :-0, p •k7�C
41 S-1990 INTERLOCK,SINGLE Keymark Aluminum 1-i
42 S-1994 COVER,HOOK STRIP Keymark Aluminum
43 S-6037 GLAZING BEAD 1"CIA, Mikron PVC
F��
44 IGLASS SEE SHEET
45 5-1107 SCREEN INTERLOCK Keymark Aluminum
46 5-1109 SCREEN TOPRAIL Keymark Aluminum 2/26/2015
47 H-1108 SCREEN LOCKSTILE Keymark Aluminum LUCAS A.TURNER,P.E.
48 H-1110 SCREEN BOTTOM RAIL Keymark Aluminum FL PE#58201
49 S-1600 SCREEN ADAPTOR Keymark Aluminum 1239 JABARA AVE.
50 P-4144 #8 X 1"w/1/4"Lead Quad RH SMS, Fastenal Steel NORTH PORT,FL 34288
51 P-3504 1/4-20 x 1/2"Ph PH MS Fastenal Steel PH.941-380=1574 --— ---
Ln� �nJ SHEET DESCRI TION:
52 P-3220 ROLLER,SINGLE,SCREEN Sullivan Steel ,1
53 P-3228 .155 BLACK FOAM ROUND SPLINE Dapa Foam JIJI BOM&GLAZING DETAILS
54 P-3230-31 HANDLE KIT.SCREEN Deco Zemac
55 SCREEN MESH
56 P 4777 KEEPER,SCREEN Sullivan Steel GLASS TYPE A GLASS TYPE B DRAWN BY: DATE:
57 S-1660 SCREEN ASTRAGAL Keymark Aluminum (MAX.PANEL SIZE:37-1/8"x 77-3/16") (MAX.PANEL SIZE:49-1/8"x 93-3116") ADE 07/24/08
DWG#: REV.:
58 P-3080 SCREEN ASTRAGAL COVER Team Plastics PVC
CWS-252 G
NOTE:LINES 8,21,39 ARE NOT USED IN THIS PRODUCT SCALE: SHEET
1:20 4OF9
63/16• 8' 63/16' 1/9'
(3� WINDOW SYSTEMS
t sns' t/ts'�? —316 O
1900 SW 44TH AVE.
11 CALA,FLORIDA34474-_
1314
w1
I www.CwS.CC
2 ri-7!8•-I�
2 TK HEAD•1624 2 TK JAMB•1623
8 5/8• 1/8'
TRIM COVER-1677 8920 PVC
--' 8 5/8'
SLIDING GLASS
-T Q tFTj--I 5116' DOOR-IMPACT
1 3/4" 3B'
2 .�-• r 0 0 0 0
3 TK JAMB-1627 3 —1 1l4' 01 � u1 1� aO T LL1
3 TK HEAD•1628 1116' otj0 ! o 5 2
911/16• 1/8' O O O o 0 0 0
911/16, n n nSILL COVER-1645 Y
1 5/16' w m
1 318' r- L1 $ Z
13/4' 1 0
FFT
4 TK JAMB-1631
4 TK HEAD-1632 2 6' 1116- �8• O W. CL
t-
631161 1/8' IN HEAD COVER-1643 O A Q w
23/8' 7 c O 0 S U
2 TK INSERT-1626 4
3/8'-1 r (D LL W O U CO ¢ Z
3 87116' - ^I I�
2TKSILL-1625 118' 118' ,316•- � dV �NG E NSF G�tirrr
1n rr
115A 6' JAMB COVER-1644 NO 58201 %{3i
2 31W
4 ram. •may
3 TK INSERT-1630
LMU
t:114' 9: STATE OF9112• �S.., 0 ��3 TK SILL-162919/16' , siO1ff11�0,115/76' 1/t
911116' 2 3/8'
4 TK INSERT-1634 4 SCREEN ASTRAGAL•1660 2/26/2015
3 LUCAFL PE#TURNER,P.E.
58201
1239 JABARA AVE.
4 TK SILL-1633 - - _
r 7/8' 9/76. -- - - _NORTH_PORT-,-FL 34288
1' 9/16' PH.941=360=1574--—
78
SHEET DESCRIPTION:
45 46 4
48 49 6 7
1 FL� LL
15/6 zve ,3/1g• EXTRUSIONS
1/16' 1116' 1/16• 21/B DRAWN BY: DATE:
t"6° 1/16• ADE 07/24/08
SCRN TOP RAIL-1109 SCRN ADAPTOR•1600 1/16'
SCRN BTM RAIL•1110 DWGt7: REV.:
SCRN LKSTILE-1108 MIDRISE-1697 CWS-252 G7
SCRN INTLOCK-1107
scALE: SHEET
ALL EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED HIGHRISE-1698 1:2 5 OF 9
17/8• 17/8' WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA-34474-
2 7n 6• W W W.CWS.CC
Ins•
ve•
1/6• 8920 PVC
v1s•
39/16' 39116' 13n6' 33/4' 34 �6'
„ as SLIDING GLASS
1 l 5 1/16' DOOR-IMPACT
PVC GLAZING BEAD-6037
THRESHOLD-1649
in m rn rn m m
.- 0000
T A N f� W 7 Of W
PVC PANEL-6032 ASTRAGAL-1693 p o o 0 000
PVC PANEL-6034
W qq 0]
8 z
U Q
o w 0LU
H a 0-
1 sre•--� 31/16• 21/8•� U ee cc
31/i 6' C1 Q s3B� rgH A $�Q 80
1/6' I'�t•�{ 14• 1/16• o- j
0 V8•
2 11116" 40 35 1 718' 41 2 316' (D LL W O U 03 Q Z
10 in 6'
INTERLOCK COVER-1979 ` �Pp10
FIXED PANEL CLIP-1616 ,� p . �GEAiS•'•.'p
REINFORCEMENT-1993 ASTRAGAL COVER-1652 SINGLE INTERLOCK-1990 �,J�,: �' F '•,yltli:.
-: No 58201 •-A
o: 'tte
"00� STATE OF :��
i F 0 R�0.•�����
2/26/2015
2 5/6' I LUCAS A.TURNER,P.E.
Ire• FL PE#58201
v6' H 1239JABARAAVE.
16• 3 NORTH PORT,FL 34288
3 9/16' 311116' 21/16' 6 PH.941-3801574 SHEET DESCRIPTIO :
9 1/16' 1/16'
REINFORCEMENT-1775 PVC WELD SUPPORT-6046 EXTRUSIONS
FIXED PANEL COVER-1597
DRAWN BY: DATE:
HOOKSTRIP-1992 HOOSTRIP COVER-1994 ---13/4' ADE 07/24/08
DWG N: REV.:
314
CWS-252 G
PVC WELD scn SHEET
ALL EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED
12 60F9
MIDPOINT OF PANEL SEE NOTE 2
CL MAX(TYP) MAX(TYP) WINDOW SYSTEMS
°�—33' 3, S, 6, 1900 SW 44TH AVE.
7— MAX(TYP) OCALA,FLORIDA 34474
12° W W W.CWS.CC
8'
91/4" j j / / 18* MAX(nP) 8920 PVC
C.C.ITYP) FIXED PANEL CLIPS SLIDING GLASS
91/4" MAX EQUALLY SPACED DOOR-IMPACT
HOOK STRIP ANCHOR. IC�M:lo`ll
`OSINGLEROWSET zOF ANCHORS) 000
FIXED PANEL CLIP w m
NOTE:CLIP ANCHORS MUST BE LOCATED V)
A MINIMUM DISTANCE OF 3"FROM ANY 0
[� MAIN FRAME ANCHOR.
CLIP ANCHOR EMBEDMENT INTO BUCK ONLY. n
o _
(SEE SHT 9,10 FOR DETAIL) o N Z �
cc
cc
LL=== // I
INSTALLATION w U
ANCHORS(TYP) w
INSTALLATION S 0
ANCHORS(TYP) Z"
c7u. W oUm ¢
ANCHOR LAYOUT rr�
FIXED PANEL CLIP DETAIL ``.%*%`PNOREW
[3 CLIPS FOR DOOR HEIGHTS UPTO 809 �� 9;••'0 E Na'-..
SF'.
[4 CLIPS FOR DOOR HEIGHTS UPTO 961
N. No 58201 :1)
NOTES: a ¢
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP.SILL ROLLER TRACK ATTACHMENT SCREWS(ITEM#20)
ARE REQUIRED 6"FROM THE ENDS AND 12"ON CENTER THEREAFTER.SEE SHEETS 6.9 FOR DETAIL. �li�F 11
4 O R�O�'
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 10��tsslQNA;
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 8. 7
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 2/26/2015
BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E.
FL PE It$8201
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 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 8. NORTH PORT,FL 34288
PH.941-380-1574---
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING INTO STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. sHeE DESCRIPTIO
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE
USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
7.A MINIMUM 2-7116"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL NOTES
DRAWN BY: DATE:
FASTENERS.
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. AIDE 07/24/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. _DWG s: Ev.:
CWS-252 G
9.SEEMA/AGAAND00(FSN WINDOWS),FMA/AAMA 00(FLA GE WINDOWS),RESISTANCE
250(B X WINDOWS),FOONE BY OTHERS FOLLOWING THE MA/AAMANVDMA 300(EXTERIOR DOORS)RENT VERSION OF THE REFERENCE DOCUMENTS: SCAB : SHEET
1:20 70F9
--- ---------------- - -----
TYPICAL HEAD ANCHORAGE /\//��/�7(7/��7,((?�\��✓144y/{��(�//
27/16"MIN. MIN.EDGE DIST. i/4'MAX.SHIM WINDOW SMEMS•
SEE TABLE 1 INTERIOR SET TABLE EMBEDMENT 1900 SW 44TH AVE.
OCALA,FLORIDA 34474-
W W W.CW S.CC
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT PSEE TABLE 1 8920 PVC
SEE TABLE 1
�/// i I SLIDING GLASS
DOOR-IMPACT
INSTALLATION ANCHOR 27/16'MIN.
P//�PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1
BY INSTALLER
INSIDE AND OUT .- 0 0 0 0 LL{{JJ
I-
O O O O O
`1
}
INTERIOR w co
GG �
INSTALLATION ANCHOR V V 8 '� Q
SEE TABLE 1 TRACK ATTACHMENT SCREW(ITEM#20) PERIMETER SEALANT BY INSTALLER iS
Ln
LOCATED 6'FROM END AND MAX INSIDE AND OUT ut o agt >
12'ON CENTER THEREAFTER N i Y c1y Z
a SUBSTRATE BY OTHERS 2 K Q W
SEALANT BETWEEN SEE TABLET O a ;
SILL RISER AND FRAME d O.
BY INSTALLER 114"MAX.SHIM r'1 HORIZONTAL SECTION w w
[50 DP RISER SHOWN] MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE
SEE TABLE 1 j a- § k g LU
PERIMETER SEALANT Y 9
BYINSTALLER
INSDIE AND OUT 0 <L W U m ¢ Z
DO NOT COVER WEEP HOLES
INSTALLATION ANCHOR `�� TyDREW
I
MIN.EMBEDMENT SEE TABLE 1
SUBSTRATE 8Y OTHERS SEE TABLE 1 D
SEE TABLE 1 MIN.EDGE DIST. t No 58201 %.-A�¢
SEE TABLE HOOK STRIP _ =
1/4'MAX.SHIM
PERIMETER SEALANT ;a:
MIN.EDGE DIST. 3"MIN. SUBSTRATE BY OTHERS BYINSTALLER FIXED PANEL 'P% STATE OF ;'&U
SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT
SEALANT UNDER SCREW 1/q•MAX,SHIM SHIM AS REQUIRED TO MEET ��°•• O R 1 ,4'°•'_
H VERTICAL SECTIO HEAD BY INSTALLER INTERIOR TRACK FACE
6 TYPICAL SILL ANCHORAGE a HORIZONTAL SECTION FIXED PANEL
HOOK STRIP MIN.EDGE DIST.
TABLE 1:APPROVED INSTALLATION FASTENERS 2/26/2015
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" FL PE#58201
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" 1 JABARA AVE.
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112° - NORTT HH PORT,FL 34288
PH.941480-1574--
3/16"ITW TAPCON OR SHEET DESCRIPTION:
2XMIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" INSTALLATION ANCHOR
ELCO ULTRACON SEE TABLE 1
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" TWO ANCHORS PER INSTALLATION DETAIL-
FIXED CLIP THROUGH 2 TRACK
16 GAUGE(0.060")MIN. #10.16 HILTI KW IK-FLEXOR ITW FULL THREAD 1/2" PRE-DRILLED HOLES
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" DRAWN BY: DATE:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" ADE 07/24/08
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SUBSTRATE BY OTHERS DWG#: REV.:
FIXED PANEL CLIP ANCHORS INTO SEE TABLE 1 CWS-252 G
CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3/16"ITW TAPCON j g s HORIZONTAL SECTION SCA :
GROUT-FILLED CMU(117 PCF MIN.) FIXED PANEL ANCHORAGE SHEET
1:2.67 8 OF 9
-114'MAX.SHIM - - - ------
NT
TRACK ATTACHMENT SCREW(ITEM#20) SEE TABLE 1,,SHT 8 ���•
LOCATED 6'FROM END AND MAX WINDOW SYSTEMS
INSTALLATION ANCHOR
12'ON CENTER THEREAFTER 1900 SW 44TH AVE.
--
SEE TABLE 1,SHT 8 MIN.EDGE DIST. OCALA,FLORIDA 34474
SEALANT BETWEEN SEE TABLE 1.BHT WWW.CWS.CC
SILL RISER AND FRAME
BY INSTALLER INSTALLATION ANCHOR
PERIMETER SEALANT 150 DP RISER SHOWN) SEE TABLE 1,SHT 8
8920 PVC
BY NSTALLER
INSIDE AND OUT SLIDING GLASS
DO NOT COVER WEEP HOLES
DOOR-IMPACT
47fB'MIN.
MIN.EMBEDMENT O O O co
SEE TABLE 1,SHT 8 O O � O W o N
SUBSTRATE BY OTHERS
SEE TABLE 1,SHT 8 a m r t\ N I: Q
0 0 o o 0 o ❑
W
LU }
m
MIN.EDGE DIST. 5 314'MIN. lol (n
SEE TABLE 1,SHT 8 U� 9 y Z
SEALANT UNDER SCREW U0 g
HEAD BY INSTALLER
�E1 VERTICAL SECTION N 8 LU
>
8 3 TRACK SILL ac
PERIMETER SEALANT BY INSTALLER O w
INSIDE AND OUT F- a k' d
SUBSTRATE BY OTHERS Q
SEE TABLE 1,SHT 8
G HORIZONTAL SECTION 8 p
3 3 TRACK JAMB
114'MAX.SHIM a LL W ❑ U D] Q 0
MIN.EMBEDMENT
SEE TABLE 1,SHT a
ATTACHMENT
END AND MAX(ITEM#20) MIN.EDG E G DIST.
+,��GP: \G E Id$�.,•Q2���,
12'ON CENTER THEREAFTER SEE TABLE 1,SHT 8 .�:• No 58201 :�71 i
INSTALLATION ANCHOR
INSTALLATION ANCHOR *;
SEE TABLE 1,SHT 8 tk
SEALANT BETWEEN SEE TABLE I,SHTB -
SILL RISER AND FRAME
BYINSTALLER �9 STATE OF :44,ti
PERIMETER SEALANT 150 DP RISER SHOWN) �OT.,�p
NBY NSTALLER
SINOT COVER WEEP HOLES 47/8'MIN. APSSfOj�A
z
2l26(2012015
MIN.EMBEDMENT
SEE TABLE 1,SHT e - LUCAS A.TURNER,P.E.
SUBSTRATE BY OTHERS FL PE#58201
SEE TABLE 1,SHT 8 - - -- - 1239 JABARA AVE.
NORTH PORT,FL 34288
MIN.EDGE DIST. i 5 3/4'MIN.
PH.941-380-1574-
SEE TABLE 1,SHT 8 SHEET DESCRIPTION:
SEALANT UNDER SCREW
HEAD BY INSTALLER INSTALLATION DETAIL-
(o J VERTICAL SECTION 3&4 TRACK
4 TRACK SILL
DRAWN BY: DATE:
PERIMETER SEALANT BY INSTALLER ADE 07/24/08
INSIDE AND OUT
SUBSTRATE BY OTHERS DWG#: ..
SEE TABLE I,SHT8 CWS-252 G
RIZONTAL
JAMB
scA E:
4ORA KAMB SHEET
1:2.67 9 OF 9