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• FL* FL16177-112
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 Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ 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
O Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalRenort812C.pdf
Referenced Standard and Year(of Standard) Standard year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsggUObEAbzoQ%3d%3d 1/2
1/4/2018 Florida Building Code Online
. 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 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
16177.1_.,/ SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalReoort812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
Back Plexi
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:
® eC6eck
Credit Card
Safe
https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3dg/o3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44h 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 6th
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-812C, signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3815-1A, -2, and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
Oh 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.
Otitlial/t'r..
Lucas .�`-�� No 5$2€1
ik: y4
Turner
2017-08-30
. STATE of
16:11+20:00 10 . A% ` = 8/29/2017
•'•� o �`'Z ``
•'•Cfi�.*' Lucas A. Turner P.E.
FL PE #58201
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. W WW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"ODC. 8100 PVC
F-51F 7/8'MAX.UNIT WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING::�:;_ IMPACT
4711/16'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z <
INFILTRATION TEST PRESSURE AND GLASS TABLES ~ p w O W O o
-- -- --=7fl STM E-1300-04e01/09. z w-1❑ < o w
w zOz tr=zt
63• _ __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 0 F W��Z-O� 2
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z ¢W
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O -O *< O af
FLANGE ANCHOR CALCULATIONS. U U w N Z D. D,
HEIGHT O Z 0OU�j��UN
B I B 2613/16• 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE < F z,�M a O a Z
GGLASS NOT REQUIRED. >w <¢3Q O F F Z-
1 I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT O O (n p w W w
61314 I I USED AT FIXED MEETING RAIL AND JAMB. 4: Z w O 0 m H
MAX D. D- K O-
ww D-x }
HEIGHT 8. SERIES/MODEL DESIGNATION SH 8100. F a K wco
I-
(L o
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
I I X=OPERABLE SASH,O=FIXED SASH ��.`%* DREW,T
30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��GP�'.•'��0 E NS�GQy�'.
SM H I GLASS LOCATION. `�:• No 58201 •:�'0
HEIGHT XI DLO
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS. -
6
C 'P% STATE OF
Sf�NA
__ --- LucasTurne
6 q r
451/16' 2017-09-22
GLASS DLO 13:36-04:00
48 3/8• 9/22/2017
MAX.SASH WIDTH 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 ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING OWGp: REV.:
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
Z 3 azo
Z WJim
❑ aWOW
O aw§i OD:3m_
LL ~W� I-�.2
7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ZO ZO H Q W O o
1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U U y Z a F a a
O Z-] ZI-=)
7/16'AIRSPACE 7/16•AIRSPACE a O Z up. p=O W Z
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS C � O F-U C Z vj
1/8'ANNEALED 1/8'ANNEALED w OLL 0�U)j O W 0)w
a ?=a lyovai
.090•PVB INTERLAYER BY DUPONT .090•PVB INTERLAYER BY DUPONT O W F p D__Lu}
1!8•ANNEALED 1/8'ANNEALED a F- D a
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER �-.0%SNORE W A.
4 PURFECT GLAZE'H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 ��t��P;�C E N S'rG�QA�4�
v t No SB201 10
14 1/2'GLASS BRE 14 1/2'GLASS BITE
48 48 o * :ec
STATE OF ,W+
3 %,�p;v6F O R
O
SASH LITE
FIXED LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 scA�E: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
45 3 53 1 38 13 32 3 4 45
8100 PVC
u D SINGLE HUNG
IMPACT
0
45 Q Z 3 QZ3
F O W O U W p0 0
Q I-ZW
1 W ZOZ D_'_---C
0 a m Z O K 3 m
14 3 Z Z-Lu
3 14 54 14 65 66 63 19 4 U 0 0*<=�a
SECTION B-B 0 Z_tn?Z�=�
ZOOVojZOU
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a P LL O LL U
RIGHT SIDE SHOWS SASH SECTION VIEW. 2¢�¢O F Z z
Op �2:D3:22
W LLy W�QJfnH
14 39 p W �O a2��
40
EL aw
7 8 ,p\pnsoll",�,
0 PNOREW r!i,�
1 9 INTERIOR �Gp?:��G E fJ 3F CiI ,WO,
48
OF
14 53
65 10
66
6 3
3 3 9/22/2017
18 6
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
3o NORTH PORT,FL 34288
0
PH.941-380-1574
D SHEET DESCRPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25.26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3OF6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION VENDOR MATERIALCONSTRUCTION 11 )l/I(C+77/JnJY/Yf)'lJeVd
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8• `VU4J4il/LYW/UUfl I(\J(���/I
2 H 6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl WINDOW SYSTEMS
1 15/16"
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 23/16" OCA A, LTH AVE.
2 vvWW. FLORIDA 34474
4 H�031 Main Fr.,SH,w/Fig.,PVC,R Jb. Mikron Vinyl 3 � � e WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 21Liu
1518, q 1 5I8•
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16• I 1/16• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L 1/16• C ALL SIDES)
12 H-6OD4 Sash Side/Top/Bot.Rail Mikron Vinyl ( 1:8
) SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ Z ¢Z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl1 112• H p w0 a w n p
rLu
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16" 37 w z O Z W-Z L
23 H-1699 Reinforcement,SBR Keymark Alum 7/8• o ¢to�Z}z O W�m
24 P-2190 Balance BSI 9/16 " 1 1 O OF-0¢S w 0 0
25 P-3059 Sash Cam,PVC BSI Plastic 15/8• 21/8• 1/16" U O(0~z D. a
26 P�046 Take Out Clip BSI SS 1116" f1 SCREWEDM OGETHER WITH z Z O Z) Z U
27 P.9783 Lock,Impact,PVC Interlock QUI 1116• ILNJ OUTERFRAME < Z O O Z O LL U
H-w20 Z
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 > ¢3 O w-=O-
30 P-3215 Weep Co%erw/Flap Geer Plastic REINF.,IMPACT HOOK-1112 Q w co V L Z vi
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 Ow I d W w to w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z u)a p Ln y
�O o x2>
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16• 9116• O = � w �rn
39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112 1 1/e°-{ T 1 1/e°y a f a a
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 18
F10 I I} 5/16•
tµttut4rr
Seam Sealer,SM
44
45 P-33752 Cap Plug,1/2"Hole Schnee
Nylon 7/L 1N6^ 1 S/ts° a45" 1/169 �`�,,StP�pENs•TGp''.,
47 P-3438 Sikaflex 552 or Purfect Glaze"H" SikalHenkel 1/16• L :JCQ'" F••%
48 P-3352 Set.Blk.,85 Our.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 '.'0
y
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 5/8' r SI
'a=
53 Sash SEE SHEET GLASS 3/4"� 314, 1/4• I- 90 NATE OF •:4W
54 Fixed SEE SHEET GLASS
3/16-
N 6" VrlII6-
9 I tq ��,�s•IORtOP��2`�
56 P-3281 Spacer Duraseal T 13 15/116• ,11/16' 7/ _� riiS;ONA;Ea62 P-3218 Screen Frame,Horiz. Allmetal Alum11/16" �_ L
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r
67 1 P-3029 IScreen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark I Alum 0 3118• FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16' 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5• 3116
7.]
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,691 6 I- 3• -{ BOM AND EXTRUSIONS
7/9' vts• �O 0
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. t
SHEET
1:2 40F6
6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.CrYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
M1AX O.0 I I SINGLE HUNG
(TyP•)L INSTALLATION
IMPACTO ANCHOR(TYP.)
I I 4 Z aZ 3
O QwaO
I I O_ Zf0Z O-ZOt
_ 0 f..W§}zz0XOig2
-�NTGnu U OFF, -00=
47(TYP.)J I I ZpZ Z(D j?Z U
F >(n
I I Q OZUyZ7V
<�OWO=pz
X Z
101/2 W ���t}nOWtnW
MAX O.C. <LcoW 0J -
DF
(TYP.) a ZSa cr0U)
I I WF-0 W= �
I I a ~ a itLu
�� PNORE W,"0.-
T
4"(TYP.) FaANCHOR
-- ��� 0 CEN G'Q
pQ'r��� sF y'.
4°(TYP•) NO ANCHORS RJi No 58201 :�75
-(FLANGE) '
%701. STATE OF .;�W
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ 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. Z
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 LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
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 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. SHEET DESCRPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN Br: 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. BAT 06/18/12
DWGN: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
SEE TABLE 1 SUBSTRATE
MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERSWWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BYINSTALLER SEE TABLE 1
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND O EE
E TAB IONANCHOR IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
1pI Q Z3 QZO
0 Q p
I-
Lu U)W p
LZW
O Z0§>.0 xSm
PERIMETER SEALANT
BYINSAL ER Z Z 2�aw w oO p
O 01-O Q HIt
INSTALLATION ANCHOR INSIDE AND OUT O U 1 Z a a
SEE TABLE 1 SEALANT BEHIND Z ZO C)p Z?U y
FLANGE BY INSTALLER Q _Z0 0 Z 0
h—ILMOO LLZ
CONTINUOUS DOUBLE 3116'BEADS OF / n \ HORIZONTAL SECTION G It a'F U)0�Z0
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W 0 0 (A p W(�W
PERIMETER AT ALL INDICATED POINTS K Z Co w -J m O F-
BETWEEN FRAME AND BUCK BY INSTALLER. a x a 0 rn
�
W H W3 w O
1/4'MAX SHIM I1 a a
SEALANT BEHIND
FLANGE BY INSTALLER
%�% PNO...S•TG��.4
PERIMETER SEALANT :JG;V F .Z��%
BY INSTALLER MIN.EMBEDMENT S�. No 59201 :11
SEE TABLE 1
INSIDE AND OUT * k
-ID.. STATE OF •W:
SUBSTRATE BY OTHERS �01. P,.
SEE TABLE 1 MIN.EDGE DIST. i��'OS...0A
SEE TABLE 1 Ooe4S/0NA; 0���`
�A� VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED LATION FASTENERS LUCAS A.TURNER,P.E.
ANCHOR TYPE MIN.EMBEDMENT FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3116'rrW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLO .DW TAPrnNINSIDE AND OUT PH.941-380-1574
�C1 HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FLLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16'IIW TAPCON INSTALLATION DETAILS
2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN DATE:
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN. FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
INSIDE
AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. scALE: SHEET
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