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Product Aooroval Menu>Product or Aoolication Search>Aooli[atlan Ll st>Application C stall
FL# FL11103-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived O
Product Manufacturer Custom Wind w Systems Inc.
Address/Phone/Email 1900 SW 44t Avenue
Ocala,FL 344 4
(352)368-69 2 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.c
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws cc
Quality Assurance Representative Arturo Monteyerde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34 4
(352)368-69 2 Ext 221
amonteverde cws.cc
Category Exterior Doo
Subcategory Sliding Exteri r Door Assemblies
Compliance Method Evaluation Rtineer
rt from a Florida Registered Architect or a Licensed Florida
Professional
OO Evaluatio i Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turr er
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Ce ifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Ur ch,PE
�d Valldatioi i Checklist-Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalReport298C.Dd
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDM CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
ASTM E1996-05 2005
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
hftps:/Awm.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq taGsip3GvutOCR KBPq%2fDemeO22TXmED%2fdomMIgZbLg%3d%3d 1/2
1/4/2018 Florida Building Code Cri line
Sections from the Code
Product Approval Method Method 1 Opti n D
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# Model,Number or Name De cription
11103.1 SGD-8900 PVC Sliding Glass Door. SG -8900 PVC Sliding Glass Door.
Limits of Use In!itallation Instructions
Approved for use in HVHZ:Yes1103 R3 II CWS-298C.ndf
Approved for use outside HVHZ:Yes 1crated
ifted By: Lucas A.Turner 58201
Impact Resistant:Yes by Independent Third Party: Yes
Design Pressure:+60/-60 Ev luation Reports
Other: Large Missile,DP= +/-60 psf,Max. panel size 4'x 8'. 1103 R3 AE EvaiReport298C.12df
Config.Include OXXO,OXO,OX,XO. Glass complies to ASTM C Bated by Independent Third Party:Yes
E1300-04.
Back N xt
i
Contact Us::2601 Blair Stone Road,Tallahao see FL 32399 Phone:850-487-1824
j The State of Florida is an AA/EEO employer.Copyright 2007-2013 ::,Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail a dress released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If yo i have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chap er 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.Ho ever 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 aval able to the public.To determine If you are a licensee under Chapter 455,F.S.,
please crick
Product Approval Accepts:
Nil,j ® M
�- CJedit"`ard�'
i
https://w m.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgfaGslp3GvutOCR KBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 2/2
i
i
i 1239 Jabara Ave.
URNER North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC.
FBPE C.O.A. #29779
Evaluation Report 298C
August 28,2017
Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW W ve, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-list d product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the Oh
Edition(2017)Florida Building Code including the High Veloci Hurricane one. The product testing
standards performed are outlined below.
1
Technical Documentation:
1) This report,.prepared by Lucas A.Turner,P.E.,at 1239 J abara Ave.,North Port,FL
2) Approval drawing CWS-298C, signed and sealed by Luc as A. Turner,P.E.
3) Test Reports NCTL-210-3956-1 and-lA, from National Certified Testing Laboratories, Orlando,
j FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994, A/WDMA/CSA 101/I.S.2/A440-
2008, and ASTM E 1886/1996 2005
4)' Supplemental Calcs. to support CWS-298C, signed and 'ealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval doc ment CWS-298C.
Limitations'of Use: This product:
• May be used in up to 48 7/8"x 93 1/2"panel sizes (96"1 nax. door height),with glass types and
max. glass daylight sizes as shown in CWS-298C
• : Achieves design.pressures of+/-60 psf
• , Is Large Missile Impact Resistant and does not require the use of shutters
• ,May be used in the High Velocity Hurricane Zone
• . Requires Kuraray(Dupont) SentryGlas Interlayer per M ami-Dade NOA#14-0916.1 it
• Requires Quanex(Mikron)white rigid PVC framing per NOA#17-0206.101
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6t'Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have,nor do I intend 'o acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any,other entity involved in the testing or approval process of this product.
i
Lucas nbo 582€11 :�Wr-
Turner
,rr
2017-08-30Z�+ : sT TE of w� 8/28/2017
oo
16:05+20:00 .r�.n RV- 4.44 44 Lucas A. Turner, P.E.
�Ns� A. FL PE#58201
Jill 1111111%
GENERAL NOTES:
SLIDING GLASS DOOR - I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO Qzmffl
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE.
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
1911/8, W W W.CWS.CC
48 7/8' MAX UNITWIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO',"OXO","XO","OX" 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96° TABLES ASTM E-130D-04e01/09.
-DLO __ _ _i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES
HEIGHT O X X O ASTM E-1300 04e01/09. z w w o a W O w
IFO
931/2• 86 318• 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE W Z O Z W k Z I=
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL LL F co 3>z O�3 m
HE GET DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR O O�O¢ W O O
a p e CALCULATIONS. V 0 y F Ci
C 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O O U uj Z 7 U U)REQUIRED. a H?'m O I+-0
s �30FOFOZ
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY ¢ D }j?�O W
--WELDED.
wa._ [Y-vra-Iytn u�i
S.SERIES/MODEL DESIGNATION:SGD-8900. O xW�OO w=��
14513/16' MAX UNITWIDTH 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: a ~ a D
MAX UNIT WIDTH 48 7/8" X=OPERABLE SASH,O=FOO=D SASH. +"10111111"
4MAX• MAXEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ��``,9 P:ND�W.?0.1,
PAN
PANELWIDTH `�� .��CE►Js�.°¢2��
11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4°FROM BOTH ENDS. ?• No 582D7 t��
41 3/4' G 413/4"—
GLASS
13/4"LASS
GLASS 96° -
96" --DLO - -- MAX _ DLO -- �'O: ;a
�S° STATE OF
MAX UNIT
HUNIT EIGHT HEIGHT ��s�•
s9331/Y D class O X O O X E ''4S�ONA1-
D 9m2' E
PANEL DLO PANEL LucasTurne
HEIGHT HEIGHT
GLASS a r
DLO 2017-09-22 Z
C C 12:26-04:00 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN B
GENERAL NOTES&ELEVATIONS.....................1
SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96"X 96" ADE 06/03/08
SECTION VIEWS OXO&XO................................3 Dwca: REV.:
EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" 7/8"x 93-1/2" CE�
LARGE MISSILE IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5
INSTALLATION DETAILS.....................................6 OXXO 191-1/8"x 96" 48- SCALE: SHEET
1:33.33 1 OF 6
WIN��
5 18 6 4 7 3 1 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
wWW.CWS.Cc
L❑J L❑J 8900 PVC
❑ =D ❑ SLIDING GLASS
n a 6 o DOOR-IMPACT
oWp Wozg o
❑`� o �a � 921,6M
_
o p866 Tpl
p pV1 F";z Oa
1 1 30 33 6 4 19 2 9 1 Z OZ�UVjZ�U�
SECTION B-B < f D- p Z
¢3Q0FF-Fp_
Q �K}}yU—Zy
1
F F}=�co
02
LL
3/16"VE
TEMPERED a =a m O u~i
b L�6 W~K W= g
3/8'AIRSPACE CL a 3 a.
11J 11� 7/16'LAMINATED GLASS
2 f 1 4 3116'ANNEALED GLASS �J� S`PGENs
.090 SENTRY GLASS IONOPLAST INTERLAYE �••� F''?'�
No 58201 L�11
8 3/16'ANNEALED GLASS `*7 * ',�
n� 1
El PAIR OF A CHOIRS AT EACH CLIP. jIt=
�; �rJ ❑ SEE SHT FOR SPACING '':0 ID STATE OF ,4i'
13ff ��u.
❑� � �i,��hSfONA;�?O%N
33 GI QUANEx DURASEAL
a
n IG SPACER 13 PU AFLEX GLAZE'H°
lul� SIKAFLEX 552
13/16'GLASS BITE
30 9/22/2017
30 r1 frl ,3 SECTION C-C 1 LUCAS A.TURNER,P.E.
_ FIXED PANEL ATTACHMENT FL PE#58201
1239 JABARA AVE.
fr i 3 NORTH PORT,FL 34288
1 NOTE:II 4 PH.941-380-1574
37 I`_ I 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRPTION:
g14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
AND GLAZING DETAIL
31
DRAWN BY: DATE:
1 0 9 ADE 06/03/08
3 15 DWG#: REV.:
1:1.33 CWS-298 C
S LOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
WIN�DOW(SW/Ems(j/�f�l
1900 SW 44TH AVE. �%�
OCALA,FLORIDA 34474
WWw.Cws.Cc
33 16 B 0ni,
3 13 7 4 6 18 5
8900 PVC
�a � � o � SLIDING GLASS
❑ ❑ DOOR-IMPACT
Qo 6 oa a9�18 -W00
o 0 zwz ow�m
"- F-�W3}I-�i�x
040 oe o �a 0 o�0- Woo
U
an 09,nZ°0LL
U�
} a30Wgxo ?
1 2 9 35 34 19 4 6 30 1H �}}j���
SECTION D-D o W ao a 0 }
WwU)
M w
a FZ D_
RE
W
�JGp°;.•��C
No 58201 In
5 18 6 13 4 7 33 3 1 0
=row a.
El
Q fl �9Q� 'STATE OF :�W
❑ ,i���hS��NA 1��6��
o
n�
L 1 F o I I 9/22/2017
u oau
LUCAS A.TURNER,P.E.
a� an FL PE#58201
1239 JABARA AVE.
1 1 30 33 s a 19 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRPTION:
SECTION VIEWS-OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.:
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C
SCALE: SHEET
1:2.63 3 OF 6
PARTS LIST 515116, FRAME CONSTRUCTION
ITEM IPART NO.DESCRIPTION VENDOR MATERIAL ��jj77/�77��jj//J����yjyy��
1 H-6042 FRAME,MAIN,SGD MIKRON PVC 1 5/8• c(f4f1�C4lI p f�•
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC O11-0 4 WINDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FDED,SGD KEYMARK ALUM I 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 716' r} 211/16' OCALA,FLORIDA 34474
LLJJ 1/8" 1/8' W W W.CWS.CC
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC L
�a1��rfIE ❑cqj'
6 H-6033 PANEL,INTERLOCK,FDD MIKRON PVC LJ L—J LJ k 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993
8 H-6061 INTERLOCK,SNAP-ON MICRON PVC 8900 PVC
9 1 H-6043 JASTRAGAI.SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 17/8" 17/9" 1 718"" FRAME CORNERS SCREWED TOGETHER DOOR-IMPACT
11 1 P-3342 ISEAM SEALER,SM-5504 SCHNEE
1.10
12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER
4
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL ;J F 6 VENT CONSTRUCTION Z 3 <Z
14 P-3429 WSTP.,0.270X.187,BACK FWSEAL ULTRAFAB 7 5 z w W o <w w
15 P-3539 #8 X 3/4'QUAD PHILIPS,TEK FASTENAL Z NC w Z 0 Z ix t
of
16 P-3557 #10 x 2,HE)OiEAD,TEK FASTENAL ZINC 39/16' 3 9/16• 3 9/16• Z Z w ¢FO�M=
1/8• O O O
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON w 0 0
18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZNC 0 0_to F 0 a
19 P-3789 LOCK 8 HANDLE KIT,PVC,SGD AMESBURY STEELOCK 01 1/8° 1 ]_ 118° \ Z 0 O V uj Z D 0 CO
20 P-3792 3/4"KEEPER AMESBURY SS HS&D SS I L-ly ff } 3 LL W O 0 Q Z
21 P--41393 MORTISE NJiE6D PHIL.SMS FASTENAL STEEL LL < 0,��j 3 p 10
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM SNL INTERLOCK�O6n - PVc PN I nrgSTILE-6Il PVC PNL INTERLOCK-6033 ENTS FULLY WELDED ~ O o > 2
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 a Z a OD'0 m U)
25 7-4295 FD1ED PANEL CLIP KEYMARK ALUM 0 w 0 W x
26 S-1597 COVER FD4=D PANEL CLIP KEYMARK ALUM 11/16' F� a 1= a w a
1/2' 2• 21/16•
27 5-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM ��11im1np�
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 518" g `��� PNDREW T�i�i
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a 8 5 6 �SGP�?•�.OEIVSFG'Py4�
30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC
• MIKRON PVC 3 �' No 58201
31 S 6041 TRACK,SCREEN,SGD213/16'
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33H6" 1116• 31/16' 25/8" 115Hs' 1/1 s' 'ro: * '�=
33 GLASS(SEE SHEET 118'
34 H-6044 SCREEN CHANNEL MICRON PVC 1/e° 1/16° �9Q STATE OF ;btu:
35 S-6045 SCREEEN ADAPTOR MIKRON PVC ��T�'F O R 10 N�'�,�
36 P-4278 WSTP.,0.2"X1.25'DUST PLUG ULTRAFAB ,bs. . •'°
37 5-1764 SILL THRESHOLD COVER 8900) KEYMARK ALUM i���BONA
38 7-4366 SILL THRESHOLD
1^X OL X0.7"DUST PLUG KEY ULTRAFAB
PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737
39 P-3302 WSTP.,0.330"X0.187'BACK FIN ULTRAFAB 211/16" 2'
40 P-4479 WEEP HOLE COVER SULLIVAN PVC3 WSW 3/4'
i 3 1/16• 3
o�Ovo1 �--{---518• 1/2^� 35 13/8, 1/16• 73/1+6• ——— 9/22/2017
I I IL 1 3/4`
3/4� 1/16• ROLLER TRACK-1930 I 1H6° LUCAS A.TURNER,P.E.
9 8 L L ——— FL PE#58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
7/8• 21/16^ PH.941-380-1574
2 3/16` SHEET DESCRPTION:
5 1/16•=� =O 4 3/8• 1/8' 7/16• 5/8°
3a 2 1 1/8 3 30 BOM AND EXTRUSIONS
1 112' 1 1/4' 9/16'
I 1 1/8' 31 DRAWN BY: DATE:
1/16• I 1/16' 1/16'
FIXED PNL SUPPORT-1722 t 1/16° ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.:
ooG�ooCWS-298 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE:
PVC ASTRAGAL-6043 REINF.-1726 SHEET
1.2 40F6
- -- - - - -- -- - - - -- - - - -
8° V- LS2f�
(TYP) N1CyW/w
6"MAX ---}1Z MAX O.C. I ITq"(Typ) I WINDOW SYSTEMS
(Typ) I I (TYp) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
- W W W.CWS.CC
6'MAX 8900 PVC
1e"MAX O.C. SLIDING GLASS
(TYP)
DOOR-IMPACT
I
z ¢z3
t- ❑w0 cowo0
ZWJO
W ZOZZ.D'--t
Z Zo wi=QO�32
U O�O— A
Z O 7ZZ7Vcn
¢ zLo 00wZ
I a30wpimo
Sw OJmH
IL' W Q,
w ix
a w
a.1 t' No 58201 r
I I I O% STATE OF ;4/
46
ANCHOR LAYOUT ��T�'��O Fig....
NOTES: �IVA
1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ'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. LOAD BEARING SHIMS SHALL
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 7
r
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
9/22/2017
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 BE LUCAS A.TURNER,P.E.
PROTECTED TO PREVENT REACTION.
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 6. 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. INSTALLATIONS SHEET DESCRPTION:
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 ANCHOR SCHEDULE AND
BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL.
DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL-BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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-298 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
2 7/16'MIN. MIN.EDGE DIST. 1/4"MAX SHIM
SEE TABLE 1 - WINDOW SYSTEMS
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CWS.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1 8900 PVC
SLIDING GLASS
PERIMETER SEALANT ;��'-'� '--teman
O �q�1/4'MAX SHIM
BY NSTALLER ❑ DOOR-IMPACT
INSIDE AND OUT -0 2 7/16"MIN. Z Q Z 0
a Lu Q W ci
INTERIOR 0 Z w z O W Z m
SES TABLEI1N ANCHOR oo❑ Z Z W�Q W o o
MIN.EDGE DIST. O 0 O
SEALANT BETWEEN SEE TABLE 1 U U_�U)Z D. CO a
SILL RISER AND FRAME Z 0 z U vj Z j U 0
n fl BY INSTALLER a F LL 2 0 O LL Z
Ii9J� lJ PERIMETER SEALANT BY INSTALLER w 3 O F F-H_O–
�� �0 1,-
INSIDE AND OUT F -to C U1 O
PERIMETER SEALANT UBSTRMEBY-OTHER _ z c6
0 0 }0 W 9 w
BY INSTALLER SEE TABLE 1 0! Z d 0.JO SQ y
INSIDE AND OUT 0
DO NOT COVER ��&B �tHLORVONTAL SECTION ZW K w ul CO
WEEP HOLES MIN.EMBEDMENT AMB ANCHORAGE 0- D- w O_
' SEE TABLE 1
SUBSTRAT
SEE TABLE E BY OTHERS INSTALLATION ANCHOR ����`��p.N REW IT,&'
SEE TABLE 1 9 G ,
TWO ANCHORS PER `-JG.1%,,OEIVs�."�Qy�'
SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. FIXED CLIP THROUGH No 58201 '
PREDRILLED HOLES
HEAD BY INSTALLER SEE TABLE 1ir
* * L
A VERTICAL SECTION 1/4'MAX SHIM -g STATE OF J'&U
6 TYPICAL SILL ANCHORAGE FDD PANEL 0�.�F
MIN.EMBEDMENT 'o �P .,<0 n 1 O�'N
SEE TABLE I ,,��iS�•ipNA 1.10%1
TABLE 1:APPROVED INSTALLATION FASTENERS FD(EO PANEL
EDGE DIST.
SU ANCHORTYPE MIN. T. 12" SEE TABLE I
CONCRETE(2.0 KSI MN.) 3/16"f1W TAPCON 1" 3" �Z
CO 3/16"ELCO ULTRACON ❑
HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) 3/16'ITW TAPCON 1"" 3" 17 7/8• 9/22/2017
T F
HOLLOW OR GROUT-FILLED CMU(ASTM 690) 3116'ELCO ULTRACON 1-1/4" 2-1/2" MAX O.C. [� LUCAS A.TURNER,P.E.
58201
2XMN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 13/8' 1° FL JA#RAA
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 1" 1239 PORT,FL 34
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST o� PH.94TION: 1574
BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/8"ALUM.(6063•T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF WAWAY
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND
ANCHOR. ELEVATIONS
FRIED PANEL CLIP ANCHORS INTO:
CONCRETE(2.0 KSI MIN.)OR 3/16' W TAPCON 1" 3" INSTALLATION DRAWN BY: DATE:
'L
R
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) ADE 06/03/08
C HORIZONTAL SECTION -
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6FIXED PANEL ANCHORAGE DWG#: RE.:
CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 C
HOLLOW OR GROUT-FILLED CMU ASTM 690)
scALE: 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