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JUN 112018
Product Aooroval Menu>Product or Application Search>Aoolication List>Application Detail
FL# FL11103-113 ST. LLICle County, Permitting
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
i •
Product Manufacturer Custom Window SystemFnc
Address/Phone/Email 1900 SW 44th Avenue ILE C'O '
Ocala,FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
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"
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalReport298C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/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://w m.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDq taGslp3GvutOCRBKBPq%2fDemeO22TXmED%2fdomMigZbLg%3d%3d 1/2
1/4,12018, Florida Building Code Online
Sections from the Code
t r' •
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
Summary of Products
FL# Model,Number or Name Description
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.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports
Other:Large Missile,DP= +/-60 psf,Max. panel size 4'x 8'. FL11103 R3 AE EvalReport298C.pdf
Config. include OXXO,OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party:Yes
E1300-04.
Back Fext
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 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 click h=e.
Product Approval Accepts:
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https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq taGsip3GvutOCRBKBPq*/g2fDemeO22TXmED%2fdomMIgZbLgg/o3dg/o3d 2/2
a
URNER 1239 Jabara Ave.
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 Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`"
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-lA,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 1886/1996 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
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#14-0916.1 It
• Requires Quanex(Mikron)white rigid PVC framing per NOA#17-0206.1 Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6s'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.
i,%Is%IIJbrr��
VV �rrrf
Lucas = No 58201
Turner
2017-08-30 !2 13 STATS: : 8/28/2017
Q.c►'..�c �p .!��'� Lucas A. Turner, P.E.
16:05+20:00 •.,c o a j 0..►
�.,5'� ••••••��' �� FL PE #58201
trrr f�'NP►,�4`!�
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
1911/8" W W W.CW S.CC
48 7/8" MAX UNIT WIDTH 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-1300-04e01/09.
MAX [GLASS
_DLO i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
HENIT GHT INFILTRATION TEST PRESSURE,AND GLASS TABLES � ZASTM E-1300-04e01/09. DWO WwoO
931/2" 318"O X X O 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE w z O Z W–zCMAX B B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o Q rn 3}O Or 3 m
PANEL DLO F-W
HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR p OZ F O¢ W O O
a b g CALCULATIONS. U V f U d H N a
6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT z 0(9::)
vi U
6 REQUIRED. } <3'20=O Z
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY F D:��}j 3 O 2
8 A WELDED. w ��D CO)O w fn F
D-fn W
8.SERIES/MODEL DESIGNATION:SGD-8900. a0 W~0 w=
14513/16' MAXUNIT WIDTH 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: °96" L ~ D a
MAX UNIT WIDTH 48 7/8' X=OPERABLE SASH,0=FD0=D SASH. ���
487/8. MAX ��� NDRE W /ice
MAX PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ��� p: ...... ;!' ..ri
PANEL WIDTH •�,\O Eglc.'�''yr�r
11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. No 58201 ":�11 S
--413/4"— GLASS
GLASSSS96" DLO
gg• __DLO _ __ UNIT
_ __ 0 STATE OF :�<U
MAX
UNIT HEIGHT
HT
HEIGrr � O R 1 Q✓' ��.�
931/2" 863/8-0 X 0 931/2' � SSi 14101911110
MAx D GLASS D MAX E 0 X E
PANEL DLO PANEL LucasTurne
HEIGHT HEIGHT
G 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 6DATE:
GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08
SECTION VIEWS 0)0(0&GLAZING DETAIL.....2 X0 96"X 96"
SECTION VIEWS OXO&XO................................3 ADE
REV.:
EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5
INSTALLATION DETAILS.....................................6 OXXO 191-1/8"x 96" scALE: SHEET
1:33.33 1 OF 6
3
�I
f�
WINDOW SYSTEMS
5 18 6 4 7 3 1 0 8 16 33 1900 SW 44TH AVE.44
OCALA,FLORIDA 374
W W W.CWS.CC
E3 a a o d
❑ ❑ 8900 PVC
❑ ❑ SLIDING GLASS
0D a Q 8 0 v QO
o a C�m DOOR-IMPACT
? 3 az3
' w 00 �w❑❑I
°a w- ❑zoz ��_�
d� a aw�}OD:3m
e[] o oFo¢�wOo
1 1 30 33 6 q 19 2 9 1 ❑ Z- K'..8 T
z
SECTION B-B p—OZVujLL 2 Z70 0 I'-UVz
<3OWPFo-
1 1"OVERALL W 0 0�N o w m w
1 3/16"TEMPERED LL I-
K=LL w O�}
�QQQO pq o w I-w° W=w
cn
„i rr
O 3/8"AIRSPACE d D- W a
2 JJJ 111 7/16"LAMINATED GLASS ,��,$OREr+4
I ti 4 3/16"ANNEALED GLASS ��� P ......
`�GQ?.•CE
ISL I 3 RQ! .090 SENTRY GLASS IONOPLAST INTERLAYE Z,..- No 58201 "%15
d 8 3116"ANNEALED GLASS 54': * •�
1 PAIR OF A CHORS AT EACH CLIP.
�� J�0 ❑ SEE SHT FOR SPACING ID STATE OF 114 Z
13 Q ,c
33Q
QUANEXDURASEAL
U.
aIG SPACER 13 PU AFLEX GLAZE"H"
Fy SIKAFLEX 552
z�
ae 13116"GLASS BITE
3o i 9/22/2017
SECTION C-C 1 LUCAS A.TURNER,P.E.
30 L�—Jf� 4 FIXED PANEL ATTACHMENT FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
II 4 PH.941-380-1574
37 I`—? I 14 NOTE:
10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION:
WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
14 AND GLAZING DETAIL
31DRAWN BY: DATE:
9 4y � ADE 06/03/08
3 15 LLL��� AIDE
REV.:
1:1.33 CWS-298 C
SELUNITBLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
13 7 �6 18 5 WWW.CWS.Cc
8900 PVC
SLIDING GLASS
ElF� ria
DOOR-IMPACT
D o ca
8 =0
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SECTION D-D a Z T w O-1 fnME I-
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5 18 6 13 4 7 33 3 1 0 No 58201
STATE OF 40
wo
❑ ao a�� B
gill
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❑
o U 9/22/2017
LUCAS A.TURNER
131 FL PE#58201,P.E.
1 12 1239 JABARA AVE.
30 33 6 4 19 2 NORTH PORT,FL 34288
PH.941-380-1674
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
SCALE: SHEET
1:2.63
f�
PARTS LIST 515/16•{ FRAME CONSTRUCTION
ITEM PART NO.DESCRIPTION VENDOR MATERIAL
1 5/B"
1 H-6042 FRAME,MAIN,SGD MIKRON PVC )- `��y0nvC4®UL/Lb•
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WINDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FOED,SGD KEYMARK ALUM O 9 4 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 718° P ,J� ,.JJ''�� r} 211I/16' OCALA,FLORIDA 34474
�U❑LJ❑�❑�� 1/8" 1/e' WWW.CWS.CC
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC o 0 o LL
6 H-6033 PANEL,INTERLOCK,FDD MIKRON PVC
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
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1718"— 17/8" 1 7/8"— FRAME SCREWED TOGERS
THER HER DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1:10
12 P-3039 SET.BLOCK,85 OUR.1/8"X7/8"X2" FRANK LOWE RUBBER
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION ¢ rn W O
5 O
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 Z w W o ¢ z w
15 P-3539 1#8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC wQ O Z}O -m
16 P-3557 #10 x 2,HE)4-IEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16" 3 9/16" k--�
Z Zw17 P-3752 CAP PLUG,1/2"HOLE M8M NYLON 1/g^ O O O �wOO
18 P-3767 #10 X1"HEXWASHER HEAD,TEK FASTENAL ZINC U O y I-Z a�v)as19 P-3789 LOCK 8 HANDLE KR,PVC,SGD AMESBURY STEEL 1/8' 0 Z-�-Z F O to
P-3792 3/4"KEEPER AMESBURY SS 1/8" Q O Z O Cnz--=)C)-
20O U
21 P-3793 MORTISE LOCK HSBD SSL-uy--[E� L } <¢O w-F O?
22 5-1775 #10 x 2,PAN HEAD PHIL,SMS FASTENKEYMARK
STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED 00 >-53:2m
23 5-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 Z CD W O-j(n�
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM a x a0 o O-m
25 P-4295 FRED PANEL CLIP KEYMARK ALUM _~D_ w 3
Lu
26 S-1597 COVER,FD(ED PANEL CLIP KEYMARK ALUM 1/2" 11/16" F� a a X a
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM r 2" 21/16" I ,"111123118"�
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM e 5 1 5/8" T"'..
���``� ,AOREW '14-
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a 6 I ......
30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC +
31 8-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16" ,
No 58201 x: 0
32 S-6046 SUPPORT WELD,SGD MIKRON PVC -*� * '•'k
33 GLASS(SEE SHEET 2) 3 3116• 1/16" 3 1116• 2 5/8' 1 15/16"I "--a-
-1/8, e
34 H-6044 SCREEN CHANNEL MICRON PVC 1/e• 1/16^ L '-9, STATE OF :�<U
i P:,A'
35 5-6045 SCREEEN ADAPTOR MIKRON PVC D �y F•..<,O R 10p
36 P-4278 JWSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB '�S/ONA its,
�.�`�,
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM
38 P-4366WSTP.,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 1 P-4479 IWEEP HOLE COVER SULLIVAN PVC 21/8• 3/4"
5/8°
37 7 32
3 1/16"
3 316" 1/2" I 13/8" — — — 9/22/2017
o�ve � �{ 35 1/16' 13/1+6"
1 14°
3/4 1/16• ROLLER TRACK-19301/1s^ LUCAS A.TURNER,P.E.
9 8 t L — — — FL PE#58201
PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE.
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
7/8^ 21116" PH.941-380-1574
2 3/16'---1SHEET DESCRPTION:
5 1/16•DO 4 3/8" 1/8':J� 7/16'-
1
/16"
1 1/2" 34 `2 1 1/e 3 �1/16'
g/16• BOM AND EXTRUSIONS
1 1/4•
11/8, 31 DRAWN BY: DATE:
1/8• 1/1s• 1/1 s• L 1/16. ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 DWG#: REV.:
PVC SCREEN TRACK-6041
oor(�ao CWS-298 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET
PVC ASTRAGAL-6043 REINF.-1726 1:2 1 4 OF 6
v�
e"(TYP)
6" �ICYCfPYIYI{I/ •�j
MAX. JZ MAX O.C. I q•(TYP) I WINDOW SYSTEMS
(TYP) ��(TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
- - - WWW.CwS.Cc
6"MAX. '
�) 16•MAX D.C. 8900 PVC
SLIDING GLASS
DOOR-IMPACT
a z ?: <Z3
Z W J 0 r0 a
w ZOZ_ D_'C?k
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Lv t" No 58201 "L
I I I ' it-
9�" STATE OF �W„
00. ."lij
ANCHOR LAYOUT le,F •S O R t�p'p��.�
NOTES: S10NA'1
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.
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 DESCRRTION:
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/AAMAANDMA300(EXTERIOR DOORS). SCALE: SHEET
1:20 5 OF 6
J
i
Q�
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.CW S.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1 8900 PVC
_zi
PERIMETER SEALANT Q3iJQ L.raQ 1/4"MAX.SHIM U SLIDING GLASS
BYINSTALLER D ❑ DOOR-IMPACT
INSIDE AND OUT n 4 O 2 7116'MIN.
U U Q Z <z
F- ❑WO aW0Q
INTERIOR w Z O Z w z Lu_j Clr- t
INSTALLATION ANCHOR oma❑ 0 F W >_O 3 2
SEE TABLE 1 � MIN.EDGE DIST. O O �O �W O O
SEALANT BETWEEN SEE TABLE 1 U U (D Z O. y a
BSILL RISER YINSTALLER
FRAME < O Z V v;Z 0 U 0
Q F –LL2OOv
PERIMETER SEALANT BY INSTALLER 2 g p F 1-F O?
�-�, INSIDE AND OUT Q it }0�O
PERIMETER SEALANT f��Q �O LJ� SUBSTRATE BY OTHERS�IZ W 0 13 W rn❑W rnW
BY INSTALLER SEE TABLE 1 Z–
INSIDE AND OUT 0_ 2 00 O h
DO NOT WEEP HOLES COVER E41LC
IZONTAL SECTION Z =~a wW�w m
MIN.EMBEDMENT AL JAMB ANCHORAGE D F a
SEE TABLE 1
SUBSTRATE BY OTHERS—
SEE
SEE TABLE 1 SEE TABLEINSTALLATION ANCHOR ,,``�rt• 'DREW
TWO ANCHORS PER .�`G??''•""��\G E N s�.•�¢y��i
SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. FIXED CLIP THROUGH No 58201 • 13
PRE-DRILLED HOLES
HEAD BY INSTALLER SEE TABLE 1 * L
1/4"MAX.SHIM
AA� VERTICAL SECTION FIXED PANEL i0O STATE OF :btu:
6 TYPICAL SILL ANCHORAGE MIN.EMBEDMENT
SEE TABLE I �'•isSfpNA�E�.�`�,
TABLE 1:APPROVED INSTALLATION FASTENERS 0 FIXED PANEL
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" SDGE DIST.
EE TABLE 1
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAP CON 1" 3" Zz
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1' ❑
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAP CON 1" 3° 17 7/9• 9/22/2017
p
HOLLO - 2" MAX.O.C. LUCAS A.TURNER,P.E.
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1° FL PE#58201
INE G=0.55) #10 WOOD SCREW 1-3/8' 1239 JABARA AVE.
NORTH PORT,FL 34288
16 GAUGE(0.060")MIN.STEEL STUDR RW FULL THREAD FIXED PANEL CLIP Da❑ 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 Q
1/8°STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16' FROM ANY MAINFRAME GENERAL NOTES AND
FOLD PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS
CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) C HORIZONTAL SECTION ADE 06/03/08
FDD 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 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