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• FL# FL11103-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
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
C1 Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalRenort298C.pdf
Referenced Standard and Year(of Standard) Standard Yeaz
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://www.floddabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDemeO22TXmED%2fdomMIgZbLg%3d%3d -1/2
1/4/2018 Florida Building Code Online
• a
Sections from the Code
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.
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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 here.
Product Approval Accepts:
';C�eciit;Cai'd�
https://w m.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDq taGsip3GvutOCRBKBPqg/o2fDemeO22TXmEDg/o2fdomMigZbLg%3dg/o3d 2/2
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 61 G20-3.005 (4). This.product complies with the requirements of the 6t'
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-1A, 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
6 h 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.
- '}fy�f 1isl�r�r�t
01,00
Lucas ; No 582411
Turner
2017-08-30
sT°ATE OF ;'�u� 8/28/2017
16:05+20:00 ''„.c`:,+c� �,.;'z' Lucas A. Turner, P.E.
FL PE #58201
GENERAL NOTES:
SLIDING GLASS DOOR - I M PACT 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.CWS.CC
487/8' 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
41 3/4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96" GLASS I TABLES ASTM E-1300-04e01/09.
MAX --DLO __ _ _J. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES Z Q Z
HEIGHT O X X O ASTM E-1300-04e01/09. Z W w 0o CO)w 0`p
931/2" 86 3/8" 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE w Z O Z k
to
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL IL H W z}O�m
PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z m
HEIGHT B CALCULATIONS. 0 O 0 Lj =O w
a p I O 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT a 001
uj Z U
6 REQUIRED. } ¢3¢O w 0=0 Z
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY F �o } p
A A WELDED. w w .wowww
6 ?�a OJvnH
56)
8.SERIES/MODEL DESIGNATION:SGD-8900. IL w O a=
= W wLu
14513/16' MAXUNIT WIDTH 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: (L f D
MAX UNIT WIDTH A7/8X=OPERABLE SASH,O=FD(ED SASH. "1111311111"487/8" M "1111311111"���%%`,tWREW T�i�i
PANEL WIDTH PANEL W IDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. GP9_0 as
F G,pti,
11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. t� No 58201 -L.9
GLASS413/4" -
41 3/4" GLASS 4:z
GLASS
96" __DLO _ -- MAX _ DLO -- 9Q UNIT .',STATE OF li(!
MAX HEIGHT 4`•. O R 10-. \��
HEIGHT A���SS�O........
A,
931/2" 863/8.O X O 931/2''
MAX D GLASS D mm E O X E
PANEL DLO PANEL LucasTurne
HEIGHT HEIGHT
86 3/8" r
Z> GDLOS Ca 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 DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN BDATE:
GENERAL NOTES&ELEVATIONS.....................1ADE 06/03/08
SECTION VIEWS O)XO&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" C48-7/8"x 93-1/2'" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5 „ SCALE:
INSTALLATION DETAILS.....................................6 0)0(0191-1/8"x 96 SHEET
1:33.33 1 OF 6
-R3 WINDOW SYSTEMS
5 18 6 4 7 3 1 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WwW.CWs.Cc
❑ � � ❑❑ 8900 PVC
❑ SLIDING GLASS
❑ ao a 8 a a ❑ DOOR-IMPACT
a z �: ¢z3
❑w0 w zoz W ❑
rnw0❑
�❑ z
❑� °eQeo o ��E
e a� ❑ ?:,
Z
Qm3
3�=
a U 008 m CL
1 1 30 33 6 4 19 2 9 - 1 Z ZO V, j�Z?U(n
SECTION B-B } ¢3LLw-=0?
�¢Oz
16
~ OO�yowmw
1 1"OVERALL � Z ul W O�W H
1 3/16"TEMPERED a
a. _~a. W 3 w y
6 _ 3/8"AIRSPACE a H' a' D.
2 JJJ 11` 7/1s"LAMINATED GLASS OREtN�'��i
} 4 3116"ANNEALED GLASS . GEA3F`'py4y
IL� i 3 IQ 090 SENTRY GLASS TONOPLAST INTERLAYE No 58201
3/16"ANNEALED GLASS
n 1 ❑ PAIR OF CHOIRS AT EACH CLIP.
13 ❑ 7 SEE SHT ,FOR SPACING '0....FOR OF :flu`
��F•.(OR10Q'p�a.�
33 1_(6 QUANEXDURASEAL
❑ IG SPACER 13 PURFECT GLAZE"H"
F3 SIKAFLEX 552
Ma 13/16"GLASS BITE
30 9/22/2017
r" fry 13 SECTION C-C 12 LUCAS A.TURNER,P.E.
30 1 FIXED PANEL ATTACHMENT FL PE#58201
4 1239 JABARA AVE.
i NORTH PORT,FL 34288
rI� I 3
PH.941-380-1674
1 NOTE:
3 I I—1 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE 4 SHEET DESCRPTKIN:
g 14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
AND GLAZING DETAIL
31
DRAWN BY: DATE:
1 0 b s ADE 06/03/08
DWG#: REV.:
3 15
1:1.33 CWS-298 C
S LOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
33 16 l'
0 1 3 13 7 4 6 18 5
8900 PVC
d�' a b o � SLIDING GLASS
❑ ❑ DOOR-IMPACT
❑ S ❑ � ¢Z�
oWo ¢Woo
W ioz 0WZC
o ami}0a3:m
z
❑4 �❑ O
U 0w z-wp0
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an Q °Z' ZOO pzLLlOOL
1 2 9 35 34 19 4 6 30 1 } Q30W x0?
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t No 58201 •�11
5 18 613 4 7 33 3 1 0
-roe a
Q Q i] y Qt STATE OF : 11
❑ O a Q 6 Qa ❑
o
❑e °a❑ 9/22/2017
LUCAS A.TURNER,P.E.
as a� FL PE.#58201
1239 JABARA AVE.
1 12 30 33s a 1s z 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
SCALE: SHEET
1:2.63 3 OF 6
PARTS LIST 515/16" FRAME CONSTRUCTION
ITEM PART NO.DESCRIPTION VENDOR MATERIAL 1 5/8" (/ nn(�vfrim7•
1 H-6042 FRAME,MAIN,SGD MIKRON PVC V- (5[yN1(!.((�/UU(f•
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WINDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FD(ED,SGD KEYMARK ALUM O I 4 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 17/8' f} 211/16" OCALA,FLORIDA 34474
Ll 1/8" 1/8" WWw.CWS.Cc
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC I �al�(�-1�J—I��❑(Z?�
6 H-6033 PANEL,INTERLOCK,FRED MICRON PVC
7 1 H-6060 JPANEL,INTERLOCK,OPERABLE MICRON 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 17/8"— 1718" 17/8"— FRAME ORNERS DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I SCREWED TOGETHER 1:
12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION z W O
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 z w w 0 Q 0 w
15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC w z vOi z>-O Of m
16 P-3557 #10 x 2,HEXiEAD,TEK FASTENAL ZINC 3 9116" 3 9116^ 3 9/16" u. H ww Z H� _
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1/e° O O I-0¢Q w 0 0
18 P-3767 #10 X1'HEX WASHER HEAD,TEK FASTENAL ZINC �7 O O CO�Z a N y a.
20 P-3792 3/19 P-3789 /44CKEE ERDLE KIT,PVC,SGD AMESBURY AMESBURY STEEL St/8" (r 1/g" \ < -z O 0:3u)z O w O
21 P-3793 MORTISE LOCK HS&D SS LL �¢*Q O W�F Z
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL VENTS FULLY WELDED W O O �O w to w
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 ir
23 5-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w al w O J w P
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1.10 as Z=aW
o w O
25 P-4295 FRED PANEL CLIP KEYMARK ALUM K w~K w 3 w y
26 S-1597 COVER,I'VED PANEL CLIP KEYMARK ALUM t/2°
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2" 21/16" I , ��
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM t 5/8• oda NDREW fi
5 g
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a 9 P.P.••••••.. Q,
8 a` 5.• pEN
30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 6 3 :JG. F"'•%kv,
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16" No 58201 :?t
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 3 3/16^ 1/16" 31/16" 2 5/8" 115/16. -*: �►
33 GLASS(SEE SHEET2) 1lg, 1/16"
34 H-6044 SCREEN CHANNEL MIKRON PVC 118 '' ; STATE OF .Wt
�} 1/16° O: •�
f�
35 S-6045 SCREEEN ADAPTOR MIKRON PVC I I L r ��R%'.'•�O p i QQ'•�����
36 P-4278 WSTP.,0.2"X1.25"DUST PLUG ULTRAFAB U N,'./ONA`S,.�`�`
37 S-1764 ISILL THRESHOLD COVER 8900) KEYMARK ALUM
38 P-4366 1LI2TP.,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 FM ULTRAFAB —2'-
40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/8" 3/4"
37 1/16• 3
vO ---{--5/8° 1/2"�I 35 1ft�211/16'
1/16^ t3 ——— 9/22/2017
I 1 3/4"
3! 1116• ROLLER TRACK-1930 L FL PE#58201
1/16• __ _ LUCAS A.TURNER,P.E.
9 8 1
PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 ABARAAVE.
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
il—
PH.941-380-1574
2 3/16" SHEET DESCRPTION:
51/16"�� dO 4 318' 1/8' 3 7/16" (� 5/8"34 2 t 1/a 30BOM AND EXTRUSIONS
1 1 1/4" 9/16'
I 1 118" 31 DRAWN BY: DATE:
1/16" I 1/16' 11/16'
1/8^ FIXED PNL SUPPORT-1722 I 1/16" ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG N: REV.:
00�—.700CWS-298 C
PVC ASTRAGAL-6043 REINF.-1726
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET
1:2 40F6
8"(TYP) �W 4nyCG(Uf000�•
WINDOW SYSTEMS
6"MAX. ]2"_MAX O.C. I 4^(TYp) I
fel (TYp) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
- W W W.CWS.CC
6"MAX
p)
CP'pl I 8900 PVC
18"MAX.O.C.
D.C.
SLIDING GLASS
DOOR-IMPACT
I
i 3 azo
F pW0 COWoo
o :rcw§�-oX3m_
z I—w Z-��x
U UOUF=-bpd
Z pZUC6Z]Z?jUfn
Q U
a�OWO°0Z
W 00RcoC3WmW
Q W H=-aO, W 2 a.
a D- wa
_ AHsnn„q
m.OPNORE W
�LGfiNSF."'Py���i
No 58201 '�-P
STATE OF .14
ANCHOR LAYOUT F
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 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 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. 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 M 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),FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E(TERIOR DOORS). SCALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX.SHIM � •II l II/.f
SEE TABLE 1 WINDOW SYSTEMS
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474WW
W .CW S.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1/ /Z 1 8900 PVC
PERIMETER SEALANT R�" � SLIDING GLASS
BY NSTALLER o lyI 1/4'MAX.SHIM El DOOR-IMPACT
INSIDE AND OUT D D 2 7/16"MIN. ...7
O NFWOQ
_ OLU
W ZOZ XrZL
INTERIOR n LL F-W Z F-�2_
INSTALLATION ANCHOR pl I 0 Q w§}O of 3:m
SEE TABLE 1 MIN.EDGE DIST. O O O Lj¢3:1--W O
SEALANT BETWEEN SEE TABLE 1 0 0_y�Z D-F.rn n.
SILL RISER AND FRAME Z p 0=1
uj Z 0 U
Q BY INSTALLER Q ?LL O O LL Z
PERIMETER SEALANT BY INSTALLER 3 O F- Z
INSIDE AND OUT Q 2 O 0p a)
PERIMETER SEALANT ��� �� �CJ SUBSTRATE BY OTHERS W O 0 0 W co)
BY INSTALLER SEE TABLE 1 K Z cn W O_j m F-
INSIDE AND OUT (L 2 x O W
DO NOT COVER JB1 HORIZONTAL SECTION Z =~K w=0:
WEEP HOLES MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE (L IL Q 3 d
SEE TABLE 1
SUBSTRATE BY OTHERS , T�i
SEE TABLE I INSTALLATION ANCHOR �� PNDREW t(G �i
SEE TABLE 1
TWO ANCHORS PERFIXED CLIP T
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SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. PRE-DRILL DHHOLESH J•=• No 59201 •:�'9
HEAD BY INSTALLER SEE TABLE 1 =•k' �. :'+�'
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6 TYPICAL SILL ANCHORAGE FIXED PANEL STATE OF :��
MIN.EMBEDMENT
SEE TABLE 1
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL
EDGE DIST.
SU ANCHORTYPE MIN. T. 12" SEE TABLE
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" ZZ
CO 3/16"ELCO ULTRACON ❑
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1"" 3" 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.
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" 1239 JABARA AVE.
16 GAUGE 0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,FL 34288
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� 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 DESORPTION:
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 MAINFRAME GENERAL NOTES AND
FIXED 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
FDCED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG#: REV.:
CONCRETE(2.85 KSI MIN.)OR F3/16"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