HomeMy WebLinkAboutProduct Approval (2) Florida Buili ing Code Online
,t - '^ AA- K'' -b%aT.irk*, r �}4` Id`,�t',.5,.. ¢At �9ke S3 £GA`"S�,qa}dwi.
d ^x f
BCIS Home ! Log In User Registration } Hot Topics Submit Surcharge State&Facts I Publications j FBC Staff BCIS Site Map Unks Search j
Fier lda
n Product Approval
FUSER:Public User�1 D r r-
Product Aoorovai Menu>Application Detail
FL FL11103-R3
r
Application Type Revision
k ' Code Version 2017
e
Application Status Approved
E
Comments
Archived 0
t F:F.A4S } ttl':
�� err Product Manufacturer Custom Window Systems In .
r i Address/Phone/Email 1900 SW 44th Avenue
,# Ocala, FL 34474
t ° (352)368-6922 Ext 245
ia kpine@cws.cc
lL 3 ..
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
'Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
�
(352)368-6922 Ext 291
o f %, jlathrop@cws.cc
ii=
Quality Assurance Representative Arturo Monteverde
11ok. Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
a
(352) 368-6922 Ext 221
,: amonteverde@cws.cc
l Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
t Jj
F' Florida Engineer or Architect Name who developed the Lucas A.Turner
; Evaluation Report
:'_ PE-58201
Florida License
" Quality Assurance Entity Keystone Certifications, Inc.
_ Quality Assurance Contract Expiration Date 07/21/2020
x Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalReport298C pdf
gA k x Referenced Standard and Year(of Standard) StandardYear
-
I` g ! AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
https://floridabuilding.org/pr/pr_app_dtl.aspx?puam wGEVXQwtDgttaGslp3GvutOCRBKBPq%2II>eme022TXmED%2fdomMlgZbLg%3d%3d[1/3/2018 1:09:56 PM]
Florida Building Code Online
ASTM E1996-05 2005
„,. TAS 201/202/203 1994
Equivalence of Product Standards
& Certified By
Sections from the Code
"s
. . Product Approval Method Method 1 Option D
* Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
34
- a� . t
p
Model,'Number`or Name Descri tlon.
�L
r 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C ndf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
s� 3 7
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
k tt
Other: Large Missile, DP= +/-60 psf, Max. panel size 4'x 8'. FL11103 R3 AE EvalRenart298G•l2df_
e .J Config. include OXXO,OXO, OX,XO. Glass complies to ASTM Created by Independent Third Party:Yes
k e E1300-04.
r �
Contact Us:•2601 Blair Stone Road. 311ahass FL 3 399 Phone:850-487-1824
i
The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
"�ii 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
r mall to this entity.Instead,contact the office by phone or by traditional mall.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
r; 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
A 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:
ME 0 ® cGhecY W
Credit Card;
Safe
i
https://flofdabuilding.org/pr/pr_app_dtl.-px7p---GEVXQwtDq-Gslp3GvutOCRBKBPq%2ff)emeO22TXmED%2fdomMIgZbLg%a3d`/`3d[1/3/2018 1:09:56 PM]
T T� � 1239 Jabara Ave.
v North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, 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 44`h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report;prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3956-1 and-IA, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-
2008,and ASTM E 1.886/1996 2005
4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-298C.
Limitations of Use: This product:
• May be used in up to 48 7/8"x 93 1/2"panel sizes (96"max. 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
i May be used in the High Velocity Hurricane Zone
Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#14-0916.11t
• Requires Quanex'(Mikron)white rigid PVC framing per NOA#17-0206.10t
t,I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6th Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to 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.
' k�*y�t11�i#FFi�} r
: r
4
"may{° �9+�,a,ry O .rr� 8/28/2017
N. 58201
y6 ate y STATE P9 1 V� q "+r
Y' A
Lucas A. Turner, P.E.
FL PE #58201
((' XYALWL/ IIO ..
SLIDING GLASS DOOR - IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS
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
191 t18" WWW.CWS.CC
48 718• MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
MAX
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" � 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
41 314 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96„ GLASS 1 TABLES ASTM E-1300-04e01/09.
MAX __DLO _- _ _ I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES Q z Q z 3
HEIGHT O X X O ASTM E-1300-04e01/09. z W w oo Q w 00 0,
93 1/2' 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE w Z O Z Z F
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL 0 F w Z 0 i.�
PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR z z=�Q 0:w 00 0
HEIGHT 0 0 F O Q
a p g CALCULATIONS. O U u)1-Z D•P i a
1 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT O O U vi Z D o-
6 REQUIRED. } Q w w 0 0=0 Z
0 F- Z
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY Q O Q Y'�0�
A A WELDED, w_ wmowunw
6 2 Z�W
8.SERIES/MODEL DESIGNATION:SGD-8900. p w i_0 W=w
of _
14513/16" - MAX UNIT WIDTH 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: D. F- D. a
MAX UNIT WIDTH 48 X=OPERABLE SASH,O=FIXED SASH.487/8- MAX
�%** pRE +++ii
ANEL WID7H� PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. `�jGpSr:C�EtdSfi G'POOI
11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. =�� No 582fl1 t'1i L
41 GLASS
GDLO 96" DLO L9: STATE OF .4/�.
96" __ - -- MAX
MAX UNIT
HUNIT EIGHT HEIGHT ~�ia'cFs,C O R 1 V. eja��
MAx211 D GLnss O O O X
D 931/1/2" E E ++Ire+�nus��`
PANEL DLO PANEL
HEIGHT HEIGHT
86 3/8"
GLASS Ca y
DLO L
C C 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PAN_ EL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL 2- -XO --- 96"X 96" - DWG#: REV.:
SECTION VIEWS OXO&XO................................3
EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16'x 96" 8-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5 „ „ SC A E:
INSTALLATION DETAILS.....................................6 OXXO 191-1/8 x 96 SHEET
1:33.33 1 OF 6
l
WINDOW SYSTEP95
5 18 26 4 T
3 21 2 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
a WWW.CWS.CC
p 0 8900 PVC
❑ a ❑ SLIDING GLASS
❑ o 0 0 8 o o ❑n DOOR-IMPACT
E Q Z
❑L3a�e ego e eo.❑� Z3:
Oo ar-Z WW ZZ�>o��m
D- HWZF�g=
Z
Zx2Qa:Woo
0 O F 0 d Q 2 FC�
1 1 30 33 6 4 19 2 9 1 Z OOOL)U)ZD
SECTION B-B 0
>- < OWo=oZ
Q a)0 Z In
w 0a�U)0 WtAW
17 1"OVERALL Z to W 0�0 F
1 I-�dn.J 3116"TEMPERED 0 It
A E �Q 3/8"AIRSPACE d a r a of a
000 l�l Frr
2 JJJ lNi (� 7/16"LAMINATED GLASS g0REW TGI��i
f n 4 3116"ANNEALED GLASS ��-p5.•C g ty .�
.090 SENTRY GLASS IONOPLAST INTERLAYER tAJ�'�• N. 56201
S fi."•2P��
8 3/16"ANNEALED GLASS
n 12 PAIR OF ANCHORS AT EACH CLIP.
SEE SHT 6 FOR SPACING :90t SLATE OF :�Wy
"IfIfif its
33 r QUANEX DURASEAL
IG SPACER 13 PURFECT GLAZE"H"
SIKAFLEX 552
ILJ
lu 13/16"GLASS BITE
10eee 30 9/22/2017
fry 13 SECTION C-C t2 LUCAS A.TURNER,P.E.
4 FIXED PANEL ATTACHMENT FL PE#58201
1239 JABARA AVE.
(� �l 3 NORTHPH.941380-1574288
4
I 14 NOTE: SHEET DESCRIPTION:
10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SECTION VIEWS-OXXO
JJ L4 14
AND GLAZING DETAIL
31 9 O — 7 DRAWN BY: DATE:
29 ADE 06/03/08
DWG 0: REV.:
3 15
1:1.33 CWS-298 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
WIPI[',10W SYSTEP9S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
33 16 8 20 2 1 3 13 7 4 6 18 25
8900 PVC
o a F-] SLIDING GLASS
El El DOOR-IMPACT
0 8 O a 3 uaiWod
9 ow0 Q p
1—I Lzw
L❑I�O6 4a1 o e rr--7 o r°�oy�Oo WoF-m�°�A m
F-w Z ZS�<ww0O
° Zoa0°z ZC7-ZF—W
°?0a
9 >- mQ ��L
2 19 W ca>-Z) W w n Z-
tL tAW O�(A F-
SECTION D-D W F p Of Q.Z }
a F of ir�:a°
,S0 PRErr��T��i
lM
No 56201
25 18 6 13 4 7 33 23jfrz
S90; STATE OF
OKA
a Q 8 ❑
El9/22/2017
U� LUCAS A.TURNER,P.E.
a as FL PE#58201
1239 JABARA AVE.
1 1 30 33 6 24 19 2 NORTH PORT,FL-34288
PH.941-380-1574
SECTION E-E SHEET DESCRIPTION:
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
SCa E: SHEET
1:2.63 3 OF 6
PARTS LIST FRAME CONSTRUCTION
5 15116"
ITEM PART NO DESCRIPTION VENDOR MATERIAL � 1 5/8' f-- C`�'l5U"NJ(GIiI/UU(!�
1 H-6042 FRAME,MAIN,SGD MIKRON PVC
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC I
1 WIN�W SYSTEMS
3 S-1722 SUPPORT BLOCK,FVED,SGD KEYMARK ALUM �• 24 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7/8' Q f} 1/8 211116" OCALA,FLORIDA 34474
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC �on�--1oJ 1�LI ❑ _❑ t/e WWW.CWS.CC
6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC IL ]L-1E LE!
7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC
9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS
FRAME CORNERS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 718"--{ 17/8"� 1 7/8"--{
11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I SCREWED TOGETHER DOOR-IMPACT
1:10
12 P-3039 SET.BLOCK,85 OUR.1/8'X7/8"X2" FRANK LOWE RUBBER
ir
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4ft
VENT CONSTRUCTION a - w O o
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 z w o a z w
w zOz rr--I_
16 P-3557 #10 x 2,"QUAD EXHEAD,ILTEK TEK FASTENAL ZINC FASTENAL 7JNC 3 9/16" 3 9116" 3 9/16" o F-w z OF�2 2
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON z z=2¢ w O p
1/8' O OI-O Ej Q=F�
18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC O O U)I--z a r U)D.
19 P-37B9 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1f8" O Z - ~0
20 P-3792 3/4"KEEPER AMESBURY SS (r F- LL 2 p O u-Z_
21 P-3793 MORTISE LOCK HS&D SS LS 2¢�¢O F I-�_Z
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w p m
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM LL�n w p�CO r
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1.10 a z=D- of O U)
wf-O D-x2}
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM m x w w o w
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16" I-- a a n
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2" 2° )---21/16'
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 8 5 1 5/8'—i g '0Oy,QS�Ow�j�����
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 26 I ;,O�,*..Y�GBIV&'-.
30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC
2 t3l16° v; No 58261 1-P
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC * *L
32 S-6046 SUPPORTWELD,SGD MIKRON PVC 33116' 1116" 31116" 25/8" 1151i6, 1/16" :fli ,4x:
33 GLASS(SEE SHEET 2) 1/8" ;9? STATE OF •14
34 H-6044 SCREEN CHANNEL MIKRON PVC t/e" 1/16° �,�pT•.,"c� aP; 41
35 1 S-6045 ISCREEEN ADAPTOR MIKRON PVC D ��FS'•O A I.
36 P-4278 WSTP.,0.2"X1.25"DUST PLUG ULTRAFAB
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM b
38 P-4366 WSTP.,1"X7.1"X0.7"DUST PLUG 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 PVC -•21/8" 314°
37 1/16' 32
vO {-5/8" 1/2'�•I 35 1�jB 13/1+6" 27 —_— 9/22/2017
I I I IL_ 1314'
1/16" LUCAS A.TURNER,P.E.
9 28 3l4 1/16" ROLLER TRACK-1930 ——— FL PE#58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045 NORTH PORT,.FL 34288
PVC WELD SUPPORT-6046 PH.941-380-1574
7/iLL1
2 1/16"
2 3116" SHEET DESCRIPTION:
5 1116"DO �� 4 3/8' 118 7/16' (-- 5,1
34 2 1 1/8 3 r I 30 9/16„ BOM AND EXTRUSIONS
1 1 1/4'
1 1/8' 31 DRAWN BY: DATE:
/16" FT1/16' I 1/16"
__ 1/B• _ _ _ 1/16• AIDE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT:1722 DWG w: REV.:
PVC SCREEN TRACK-6041
CWS-298 C
oe== oo PVC GLAZING BEAD-6037 SCALE:
PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SHEET
1:2 4OF6
8-FF - (TYP) E
D
WINDOW SYSTEMS
6"MAX.-•-� 12"MAX O.C. I 4"(TYP)
(TYP) I ��(TYP) 1 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
__ WWW.CWS.CC
6"MAX. 8900 PVC
(TYP) 18'MAX.O.C.
(TYP) SLIDING GLASS
DOOR-IMPACT
I
a z 3: ¢z;
I- owoW�o ¢woo
o zuoiK .oF�m_
LL �w�z,3:m
z z='2a�woo
O O�OVaFc~i>a
o
oWa°z
w aww>uiow°W
?wd o-1mr
xa r a o:?>>a
�punagq�
GX.�k0aJJs�fi.'•.'p,�o�
? No 56201
lo
I I I o�Q: STATE OF .�41
4 .
ANCHOR LAYOUT R....
NOTES:
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 114". 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. y�
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.
NORTH PORT,FL 34288
SPECIFIED IN TABLE 1;SHEET 6.
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 DESCRIPTION:
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. AIDE 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),FMAIWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
2 7116"MIN. MIN.EDGE DIST. 1/4'MAX.SHIM -EIS
SEE TABLE 1 WINDOW
FS
)NTERIOR 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
PERIMETER SEALANT Do[--Jga _j ❑ SLIDING GLASS
Ira MAX SHIM DOOR-IMPACT
BY NSTALLER
INSIDE AND OUT � lo
� 2 7/16"MIN. W Z 3: WZ H OBIp 'Woo
INTERIOR o� o Q ch§>-O��m
INSTALLATION ANCHOR Z Z= Q��g=
SEE TABLE 1 Q W p 0
o MIN.EDGE DIST. O O T O<W x F 0
SEE TABLET U 0u)F-Zah(p D.
SEALANTILRISER
an O Z-j--Hp-
SILL RISER AND FRAME O Z p uJ Z 0 LL p
0 BY INSTALLER } ¢�o w p x O Z
PERIMETER SEALANT BY INSTALLER 2 F-O t Z
�Q �� INSIDE AND OUT F 0 a�y j�O ul
PERIMETER SEALANT 4 ❑ SUBSTRATE BY OTHERS W u_ W p III cn F
BY INSTALLER SEE TABLE 1 a ?i(L O-u1
INSIDE AND OUT
DO NOT COVER B HORIZONTAL SECTION x~w W w
WEEP HOLES 6 TYPICAL JAMB ANCHORAGE
MIN.EMBEDMENT O_ ~ d
SEE TABLE 1
SEE
UBSTRAEE BY OTHERS INSTALLATION ANCHOR SEE TABLE I `��.�''Pp10Ri= �T�����
TWO ANCHORS PER jG�S yVCETJSF`•;p'�
SEALANT UNDER SCREWJ FIXED CLIP THROUGH ,.•v No 58201 %�
2MIN." SEE TABLE DIST.. PRE-DRILLED HOLES * * *Z
HEAD BY INSTALLER ..
rA� VERTICAL SECTION 1/4"MAX.SHIM ^'n" STATE OF :U'Z
9: .41;
0�
6 TYPICAL SILL ANCHORAGE FIXED PANEL �/�
MIN.EMBEDMENT �i� O R
SEE TABLE 1 �iiSS ".tJ.
TABLE 1:APPROVED INSTALLATION FASTENERS rs FIXED PANEL
EDGE DIST.
SUBSTRATE TYPE ANCHOR TYPE MI .EMBEDMENT MIN.EDGE DIST. 1Y SEE TABLE 1
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" ZZ
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-314" 1" ❑
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 3" Lf 8'
9/22/2017
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4' 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3/16"TIW TAPCON 1-3/8" 1" FL PE#58201
2XMIN.SOUTHERN PINE(G=0.55 #10 WOOD SCREW 1-3/8" 1" NORTH
PORT,JABAR L 34
NORTH PORT,FL 34288
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP PH.941-380-1574
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST
BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/8"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 o[J GENERAL NOTES AND
( ANCHOR. ELEVATIONS
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE(2.0 KSI MIN.)OR 3116"11W TAPCON 1" 3" INSTALLATION DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) _ C HORIZONTAL SECTION ADE 06/03/08
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE - DWG#: - REV.: .
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 C-90) 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