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05111403104 FL# FL20838-112 RECEIVED Application Type Affirmation
Code Version 2017
Application Status Approved APR 17 ''J(n1
1 9
Comments ST. Lucie Cpljnty, Permitting
Archived ❑ �
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@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 Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category UExterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certi Ica or 'sting
LUCertification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
��®1 ❑ Validation Checklist-Hardcopy Received
tl —U
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
F71 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.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
FL20838 R2 COC 6thEdFBC-FL20838.pdf
Product Approval Method Method 1 Option A
Date Submitted 08/09/2017
Date Validated 08/09/2017
Date Pending FBC Approval
Date Approved 08/15/2017
Summary of Products
FL# Model,Number or Name Description
20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.Ddf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.Ddf
Impact Resistant:Yes FL20838 R2 C CAC 138-1397CAR.Ddf
Design Pressure:N/A FL20838 R2 C CAC 138-1398CAR.Ddf
Other:Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.pdf
reinforcement,standard sill riser,and annealed laminated FL20838 R2 C CAC 138-570CAR.Ddf
glass to+/-DP50.Design pressure+/-65 with light Quality Assurance Contract Expiration Date
reinforcement,standard sill riser,&heat strengthened 04/18/2020
laminated glass. Installation Instructions
FL20838 R2 II CWS-1150-Rl.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 R2 AE EvalReoort1150-R1.pdf
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.odf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1602CAR.Ddf
Impact Resistant:Yes FL20838 R2 C CAC 138-571CAR.odf
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+/-DP80. Installation Instructions
FL20838 R2 II CWS-1151-Rl.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 R2 AE EvalRenort1151-RI.odf
Created by Independent Third Party:Yes
20838.3 SGD 8800 Sliding Glass Door 8800 Series-W X 10'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.Ddf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.Ddf
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-Rl.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 R2 AE Eva IReDOrt1152-Rl.pdf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Coovriaht 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 click here.
Product Approval Accepts:
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IF :.
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BCIS Home i Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search
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Product Aooroval Menu>Product or Application Search>Application List
Search Criteria Refine Search
Code Version 2017 FL# 20838.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By Status
FL20838-112 Affirmation Custom Window Systems Inc. Steven M. Urich,PE Approved
History FL#:FL20838.1 (717)317-8454
Model:SGD 8800
Description:Sliding Glass Door 8800 Series-4'X 8'Panels
Category:Exterior Doors
Subcategory:Sliding Exterior Door Assemblies
xApproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
® cChsl
Credit.Card
Safe
GENERAL NOTES: �/7((v�j�
SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1.THEPLNOTE SHOWN HEREIN IS DESIGNED AND l�!(SRyN1C4l(//t i-
WINDOW SYSTEMS
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 yWW.CWS.CC
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN
ASTM E 1996 PER THE FBC.
185g"4 PANEL WIDTH8800 PVC
2.GLAZING OPTIONS:(SEE SHEET 3)
SLIDING GLASS
4816" 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT
MAX.PANEL WIDTH LIMITED TO:
A POCKET "XO""OX" "XX" „0X0„„XXX" "OXXO" "XXXX"
"P)m. "PX)w. "PXXXX.."PXXP""PXXXXP""PXXXXXXP",
"PXXXXXXXXP"
2 TRACK,3 TRACK,4 TRACK
40 4'GLASS DLO ii ❑
4.DESIGN PRESSURE RATING:
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE Y
AND GLASS TABLES ASTM E-1300-04. m m
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, O Z
MAX WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z O
UNIT B II 11 B ASTM E-1300-04. V5
HEIGHT
HEIGHT Z >
B 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN ¢ O
g 8., �� I 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 W a
MAX, X X X X F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 ❑
PANEL II 1P WAS USED FOR WOOD ANCHOR CALCULATIONS. LU 0
HEIGHT pp W
, 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT ¢ ❑
GLASS
ebbi 12 REQUIRED.
II
DLO z
7.ALL FRAMES ARE PROCESSED AND SCREWED
�I I TOGETHER,VENTS ARE PROCESSED AND THERMAL WELDED 4NCENSF
8.SERIES/MODEL DESIGNATION SGD-8800. No 58201Ll
• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
E D A A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP y?Io, STATE OF :46fL�
12 12 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A i�;":0%4 0 R tiOP,
SIMILAR LOCATION. �rrirS/0....Ea���,
11
11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS. y
11/21/2016
LUC2S A. LUCAS A.TURNER,P.E.
FL PE#58201
Turner 1239 JABARA AVE.
2016-11-21 NORTH PORT,FL 34288
10:37+19:00 PH.941-3813-1574
TABLE OF CONTENTS SHEET DESCRIPTION:
GENERAL NOTES&ELEVATIONS....1 GENERAL NOTES AND
SECTION VIEWS.................................2 ELEVATIONS
BOM&GLAZING DETAIL....................3 DRAWN BY: DATE:
EXTRUSIONS...................................4-5 BLZ 05/06/16
TRACK WIDTHS..................................6
ANCHOR SCHEDULE&NOTES........7 owc M. REV.:
ANCHOR PATTERNS......................8.9 CWS-1150 1
INSTALLATION DETAILS.............10-11 `(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE:
SHEET
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11
41 28 11 40 Qm�mffl
35 14
34 34 �� 1900 SW 44TH AVE.
O 12 36 q O O P OWWW.CWS.CCA34474
60
29
14 10 ❑ ❑ I 0
28 56
34 23 d d 8800 PVC
3s q a q o P 14 0 SLIDING GLASS
39 DOOR-IMPACT
30 d d
19,20,21,58 00
P e 34 0 m Lu
36 14
❑ ❑
p � d ❑
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19,20,21,56 �i 0 33 16 12 OU m m �
34 14 0 Z
36 13 SECTION VIEW B B e Z 2
Fx _
68 39 U LLI 0O W
6 d°o�p o Oao Q�a❑ 0� oU)
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54,55 LJ� z
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16
❑ ❑ V:01. •STATE OF :mak`
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o FIXED PANEL
33 ATTACHMENT
36
11/21/2016
32 c
LUCAS A.TURNER,P.E.
8 FL PE#58201
1239 JABARA AVE.
23 NORTH PORT,FL 34288
63 p p ®
PH.941-38D-1574
p p p SHEET DESCRIPTION:
3 °0❑ ° ■ ° ❑0O �oO❑ o❑❑ °u❑❑❑D SECTION VIEWS
67
39 27 ALTERNATE SILL RISER VIEW DRAWN BY: DATE:
SECTION VIEW A-A LIMITED TO+65 BLZ 05/06/16
NO SILL RISER DWG 9. REV.:
NOTES:
1)INSTALLATION WINO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE CWS-1150 1
ITEMS NOT SHOWN FOR CLARITY:
20,24-26,31,55-58,61-62,84-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. SCALE: SHEET
1.3 2 OF 11
Qg�wffl
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8800 PVC
zs SLIDING GLASS
FRAME CORNERS DOOR-IMPACT
MECHANICALLY FASTENED
1:8
m
m W
Q
M m
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LL O_
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LUO
PANEL CORNERS N D_
THERMAL WELD W U
1"OVERALL 1"OVERALL 1:8 p 0)
16"TEMPERED &TEMPERED Q p
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3,'ANNEALED16"HEAT STRENGTHENED
—&LAMINATED 1�"LAMINATED �%`.N0NT•At,
�yp� RHSP
r05"PVB INTERLAYER 105"PVB 6 � F.�y
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INTERLAYER z-� No 58201 111:
3.ANNEALED *� ;�k=
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11/21/2016
GLAZECI LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
13 13 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
lU/ lul U U BOM AND GLAZING
DETAIL
GLASS TYPE A GLASS TYPE B
DRAWN BY: DATE:
BLZ 05/06/2016
DWG REV.:
CWS-1150 1
SCALE: SHEET
1.2 3 OF 11
Ll Q e„ "Eaj
2 'Z 13 zZ" 15 40 9" 17 6 r 18 V- <LVl4l( m
WINDOW SYSTEMS
3"
�I 3„ 1900 SW 44TH AVE.
1 U00��0�❑�0� z a wwVV. FLORIDAS.CC34474
W W W.CWS.CC
2-Track Sill-6161 18 2T8" 6"
4i„ z" 48^ 415. , 8800 PVC
18 6 1" SLIDING GLASS
118" O o D o o 33
15H. sill soer
Tsoso 18 DOOR-IMPACT
�0❑��CO❑��0❑❑0O8 3zo 111
Sill Riser-2062
3-Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 o
Astragal-6167 P-Hook-2063
1 6063-T6 m m
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13„ [��--I O OJ312.
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1 DO❑LSD0 13❑❑YID❑❑DE00o� • ]1 2J_ W Z >2'16" 2" otoo•r 39 UQw4-Track Sill-6165 aReinf.,Et-InterlockReinf.,Frame-2069 p R
-2071 6063-T6 w1 6005-T6 Co
Zd 14 �
P-Hook Adaptor-2065
5 Lock Stile-2086 5 I--1 " O
6063 T6 1-g" I z
116 0 0 2 34 tt ttuu/li���
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8{„ 10 Ll
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118 ^ r'''�1=1 T" r1T9"�� " 6„ H 37 �hpnnpp
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3-Track Head/Jamb-6162 9 11/.TURNER,
oiler Track Insert-2064
Cover,Sill Track-6171
top 6063-T5 LUCAS A.TURNER,P.E.
FL PE#56201
1239 JABARA AVE.
2 " NORTH PORT,FL 34288
118 H= � 7
O O SS PH.941-380-1574
�] L g" ""'� " 16 3"„ SHEET DESCRIPTION:
��00��o�aUoDa���� 2" a" I EXTRUSIONS
a19iw' 1�" i" Reinf.,HD Interlock-2111
4-Track Head/Jamb-6164 T_ _t 6005-T6 DRAWN BV: DATE:
1z BLZ 05/06/16
IG Glazing Bead-6170 Reinf.,Astragal-2068 DWG#: REV.:
Track Filler-6175 6005-T6
CWS-1150 1
NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. SCALE SHEET
1.2 4 OF 11
45 T_ 2M'
I 43 12 28" WINDOW`V-IYL (�EMS•�//�
" 116 OCALA,FLORIDA 344714\/I
WWW.CWS.CC
T— Screen,1-Track Sill-2052 Screen,1-Track Head-2050
ij
O O O 16" 8800 PVC
r 45 I SLIDING GLASS
s 6 4s 22 1 DOOR-IMPACT
,s" 1
18 J 6 Bracket,Fixed Panel 3• (-
Screen,2-Track Sill-2055 16 W
Screen,2-Track Head-2053 P-5516
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11" 11" Z O
16' 16" t6
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m a W 21M" ,� 4' 16' z� a2 I III III Ey
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Z. � 52 I tllttntbrrr — Z
Screen,Snap Cover-2059 24" e" Block,Anti-Lift ,�GQ6 4`'c£N FTG�Z
P-5477,Nylon
Screen,1-Track Jamb-2051 L r Screen,Interlock-2097 No 58201 *:.P
Screen,Astragal-2048 p%
L t° 1).. STATE OF :'W
4 47 LT I i4�irSiOIVA>;6 G,
1„ I �2�,,�1 ,9 � _ 21 fy
1— T8 L 20 11/21/2016
Screen,2-Track Jamb-2054 I I 1 o LUCAS A.TURNER,P.E.
FL PE#56201
I III 1239 JABARA AVE.
I 0 I I I I I II Ili NORTH PORT,FL 34288
I II II II —j
II
PH.941-38G-1574
16" 5D I O I 4" IIIII �„ III 4 ' Ili SHEET DESCRIPTION:
I 2
I i III III a III I III EXTRUSIONS
Op I III III � III r. i
I I III II DRAWN BY: DATE:
Screen,3-Track Jamb-2057 it II I I III BLZ 05/06/2016
DWG it: REV.:
CWS-1150 1
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Interlock-Reinf. SCALE: SHEET
Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 11
^ " C, bm'
WINDOSYSTEMS
W
1900 SW 44TH AVE..
CCALA,FLORIDA 34474
WwN.CWS.CC
41" 48^ 8800 PVC
9 H-2060 I� H-2062 SLIDING GLASS
�I 0
hLio 0 F-1 o Q DOOR-IMPACT
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STATE OF
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3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E.
FL PE#58201
16&' 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TRACK WIDTHS
9 DRAWN BY: DATE:
O O o O
BLZ 05/06/16
O 0 O ❑ ❑ ❑ DWGM REV.:
�o❑❑�io❑❑❑o❑❑❑o❑❑❑oa CWS-1150 1
4T Sill w/3T Screen SOS: SHEET
1.2 6 OF 11
ANCHORS(d 4 P-HOOK �q
6" 4• T L, ANCHORS (l f117(N�j®r/f)0•L/�{/�
MAX 1 6 MAX TMP TYP- 4" PANEL-TYP 3"EDGE LWINDO u� TEMS Lpll/l/Jfl
TYP. 1 `. 1�I I-r-s j 1 I jl�. C=iwl
/" /'' i' OF PANEL WINDOW SYSTEMS1 ITYP. I I I 1 I TYP.
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
II I WWW.CWS.CC
II 12"MAX.O.C.
MAX I II _ I 8800 PVC
r,P I II I SLIDING GLASS
I II I
L I II I DOOR-IMPACT
I II I
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X X X x mm
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FIXED PANEL CLIPS J; t�.
NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) z-4. No 58201
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8&9)EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL Z9; STATE OF .�14
(SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. O:
2.SHIM AS REQ AT EACH
CONSTRUCTED OF HIGH INSTALDENSITLATION
PLASTICNO BETTER.WOOD SHIMS ARE S. MX.ALLOALLOWED.ABLE SHIM STACKTO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 0'�SS1ONAE?` `,`
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. Zz
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 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 10. NORTH PORT,FL 34288
PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 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. 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. 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 It 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
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 7 OF 11
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BLZ 05/06/16
DWG REV.:
CWS-1150 1
NOTE:(=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET
CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11
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NOTE:(=CENTERLINE OFINTERLOCK ORASTRAGAL SCALE: SHEET
CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11
2 TRACK HEAD ANCHORAGE
INTERIOR
114"MAX WINDOWS�YSgo•
MIN.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
SUBSTRATE LOCATIONS
BY OTHERS MIN.EMBEDMENT 8800 PVC
SEE TABLE 1 SEE TABLE 1
❑ ❑ ❑ �' SEELAYOUT SLIDING GLASS
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,JMINE DIST. LUCAS A.TURNER,P.E.
BLE 1 FLPE#58201
1239 JABARA AVE.
SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288
TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SHEET DESCRIPTION:
CONCRETE 2.0 KSI MIN. ll4"ITW TAPCON 1-1/2" 4.
CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-314" 2-112" HOOKSTRIP INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G--0.55) 1/4"ITW TAPCON OR 1-3/8" 718" 2 TRACK
ELCO ULTRACON I"MAX.SHIM DRAWN BY: DATE
2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3(8" 718" BLZ 05/06/16
16 GAUGE(0.OW')MIN. #12-14HILTI KWIK-FLEX OR ITW FULLTHREAD 12"
STEEL STUD(33 KSI YIELD MI TEKS SELF-DRILUNG SCREW THRU 0.060' � DWG#: REV.:
116"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULLTHREAD L-C�_1 HORIZONTAL SECTION CWS-1150 1
118"STEEL 33 KSI MIN. DRILLINGSCREW THRU 0.125" 12 9 HOOK STRIP SCALE:
HOOKSTRIP OR JAMB FRAME ONLY: SHEET
HOLLOW OR GROULFILLED CMU ASTM C-90 1!4"ELCO ULTRACON 1-314" 2-1l2' 1:3 10 OF 11
3 TRACK HEAD ANCHORAGE 1/4"MAX
SEE LAYOUT 39,FRAME INSERT REQ'D AT INTERIOR
MIN.EDGE DIST. ON SHT 9 ALL FRAME ANCHOR LOCATIONS 3B,FRAME INSERT REQ'D WINDOW NEMS
SEE TABLE 1,SHT 10 �Q 1900 SW 44TH AVE.
AT ALL FRAME ANCHOR
SUBSTRATE 0 LOCATIONS OCALA,FLORIDA 34474
BY OTHERS W W W.CWS.CC
SEE TABLE 1,SHT 10 MIN.EMBEDMENT
SEE TABLE 1,BHT 10
PERIMETER SEALANT °❑ (]oOL�(�0 Dai ❑ 8800 PVC GLASS
BYINSTALLER �a
INSIDE AND OUT SLIDING D ��MAX O
SHIM SEE LAYOUT
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INSTALLATION ANCHOR INTERIOR �� `O
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RISER AND FRAME BY O FL PE#58201
INSTALLER MIN EDGE DIST 1239 JABARA AVE.
PERIMETER SEALANT 8 OO SEE TABLE 1 SHT 10 NORTH PORT,FL 34288
BYINSTALLER 0 PH.941-380-1574
IN
SIDEAND OUT �l0❑0 ❑��io❑� o�❑�Soa SHEET DESCRIPTION:
DO NOT COVER o�
WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS
SUBSTRATE SEE TABLE 1,SHT 10 PERIMETER SEALANT 3&4 TRACK
COMPLIANT MATH AAMA 800
BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BY: DATE:
SEE TABLE 1,SHT 10
SUBSTRATE MIN EMBEDMENT BLZ 05/06/16
MIN.EDGE DIST. SEE LAYOUT 39,FRAME INSERT BY OTHERS
SEE TABLE 1,SHT 10 ON SHT 8 ,REQ'D AT ALL FRAME SEE TABLE 1SHT 10 -'\ SEE TABLE 1 SHT 10 owc# RE
ANCHOR LOCATIONS / HORIZONTAL SECTION CWS-1 150 1
/—E" VERTICAL SECTION10 4 TRACK JAMB ANCHORAGE SCALE:
SHEET
10 4 TRACK SILL ANCHORAGE 1:3 11 OF 11