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PRODUCT APPROVAL NUMBER :
RECEIZ-j
FL #16177.1 FEB 2 9
ST. lucre Co
untY
OPENING IDENTIFICATIONS:
1 . SH
2. SH
3. SH
4. SH
5. SH
6. SH
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Product Approval Menu>Produd or Aoolication Search>Aoolication List>Application Detail IVED
• • FL# FL16177-R2
SECRETARY Application Type Revision FEB 2 9 2018
Code Version 2017 ST. Lucie Count Permitting
Application Status Approved yr
Comments
Archived
Product Manufacturer Custom Window System
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 24
FILE CopV
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
, Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI Evallkeport812C.odf
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
hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsgtjUObEAbzoQ%3d°/a3d 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 EvalReport812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM 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 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
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:
nu ® ® tirecd M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2
URNER 1239 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, 51 7/8"x 61 3/4"unit size,
+/-70 PSF,no anchors in sill
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 6`h
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
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6d'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.
004114111 utri,�.9
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Lucas No 582{l1 •
Turner
2017-08-30 � : STATE OF ;'4:
16:11+20:00 ''�,�,ri•.,d` p,:�`�'�� 8/29/2017
�'•,FS' o R!Q•''G\.�� Lucas A. Turner P.E.
FL PE #58201
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW Smffl
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. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X'.
51 7/8'MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST ASTM E 13 0 04801/09RESSURE AND GLASS TABLES P: ❑W O ¢W O w
Z W J O
W ZOZ D �—H
ED
63• _ __ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED U_ F W Z O 3 M
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z S 2 Q X W O 0
OVERALL i I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F O .< It
FLANGE ANCHOR CALCULATIONS. u7 Z a
HEIGHT O Z 0 0�-��L)
B i B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE C H �f 0 O LL Z
i GLASS NOT REQUIRED. <3 0 F-m Z—
61 3/4" I 7 USED ATMFIXED MEETING RAIL AND JAMB.SMALL JOINT SEAM SEALANT Z Ln W 00 l y F
0
LINK 00 W~0 WO�>-
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. as F D- D_�a
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �uufiouii
X=OPERABLE SASH,0=FIXED SASH �����pDRE W
30 3/16" I i 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR G �C E N
MAX 26 7/8'
LOCATION.
SASH `, GLASS v j• No 58201 ?)
HEIGHT X DLO
�T6
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4'LOCATED 4"FROM BOTH ENDS. _O� STATE OF4`F,�6` .,COR 10✓'Gk2`C
tv
LucasTurne
6 A r
451/16. 2017-09-22 Z�
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 DESCRF r*N:
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 I M PACT RATING
SECTION VIEWS.................................3 RATING DWGa: 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
29mLL��/J/J
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a Z 3 az3
owoQwoW
z Wo
w zoz X-fir
g ¢w�>o�3m
w �w z�-3Mx
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS z0 z0 H Q Q Q w O 0
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U U N U)Z 0_ a_
O z-� ZF:Dfn
7/16'AIRSPACE 7/16'AIRSPACE Q O Z LL M O O w Z
r Q30w-x0_
5/16"LAMINATED GLASS 5/16'LAMINATED GLASS 2 �U F zit fn Vj
1/8'ANNEALED tl8'ANNEALED W w(o 0 w(nw
a- Zrnwa OJu_tl-
.090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT w H O a 1: U)
1/8"ANNEALED 1/8"ANNEALED d d w d
OUANEX DURASEAL OUANEX DURASEAL
IG SPACER IG SPACER 0 tio'RE W
47 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 `, P'C E N
JGr \, s 1.Pycr
v. No 58201 •:13 S
14 1/2'GLASS BRE 14 1/2"GLASS BITE t*.
8 48 '.-at 0•• STATE OF
1 1 ON A;�N``,,
O
Iz
FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPT10N:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:1 2 OF 6
atm
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 3 53 12 38 13 3 3 4 45
8100 PVC
D ® SINGLE HUNG
IMPACT
or
a z 3 az3z W J 0 ¢W z W
g 7rw§>-ow3m14 Z zx:M<xujo=
3 14 54 14 65 66 63 19 4 O OHOUQ=Oit
SECTION B-13 O O�wzo ~tea
z O O �mULn
54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ r LL f z0 LL O
RIGHT SIDE SHOWS SASH SECTION VIEW. >- f 3'O F 0 F O z
w 0Oafv awcnw
Lo w0
14O WHO (L 1:
39 do �3
40 a
8
�%�1tNORE W�"."
1 3 INTERIOR �`�Q�o`1GEN$•TGp�i�
48
Zv No 58201
6 8 %
Ql STATE OF •;4u4/
c
14
53 %ONAw ONG,``
65 10
66
6f-
3 3 9/22/2017
18 6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
O PH.941-380-1574
SHEET DESCRIPTION:
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
12 3OF6
PARTS LIST FRAME CORNER COMMS0
JG�7�ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTIONd(/�31/8" n�/fly1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl } 115/16.
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 I--23116" OCA A, LTH AVE.
4 H-6031 Main Fr.,SH,w/FI PVC,R.Jb, Mikron Vinyl Q 2 WWW. FLORIDA 34474
9�. Y {� 3 T� a WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/1s" 1 5/8^ 15/8'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' 1ry6• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vin I [� L 1/16" CORNER WELD
YL (ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
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 3 a z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl1 1/2' F p w 0 w w o p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 37 w z O z <�z H'
LLJ
1 3/16"
23 H-1699 Reinforcement,SBR Keymark Alum 7/8" Q ¢V) }O W 3 m
24 P-2190 Balance BSI 9/16" 1 1 z z=f¢of W 0=O
25 P-3059 Sash Cam,PVC BSI Plastic I� 3 U U to V a FZ- d
O OF
-O Q
26 P-3046 Take Out Clip BSI SS O tlOt 6" 15/8" 2 1l8" 1/16" FIXED MEETING RAIL 0 Z- ?Z F D N
SCREWED TOGETHER WITH Z O �U—
27 P-3783 Lock, Impact,PVC Interlock q 1/16" OUTERFRAME Q Z V Z 0
1--w�00wZ
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 > Q-O w-=O 1112 IMPACT HOOK- Z-
f F' ~
30 P-3215 Weep Cover w/Flap Gaer Plastic REINF., H >
OXO
32 P-3429 Wslp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FED RAIL-1836 w w U w rn O J N Lu
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=a- of O rn
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel -15/1 9/16" -1 O =H Of Cl-MIX U)
39 P 4051W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 1/8'-{ T X16. a F a a
40 P 4264W #8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel0
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 01'�AORE W
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16" I 045" 1/16" P'CENS'TGQ�4
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16"
48 P-3352 Set.Blk.,85 Dur.,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 Z- No 58201 ••:�?5
51 P-3881 Temporary Lbl.(NFRC/DP) *:
52 P-3613 CWS Lbl.(logo) Pro Label 3/4" 3/4" T
114• Q. STATE OF :4
53 Sash SEE SHEET2 GLASS 3/16" 3 14 �� . �< O�G���`
54 Fixed SEE SHEET 2 GLASS (�`•'• O R 1
56 P-3281 Spacer Duraseal 13 15/16' 1/16' 'i 1/s• 7/L� 'SSffill ONito%0%
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16 L i
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.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 y�
67 P-3029 Screen 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 Alum 3/16• FL PE#58201
72 5-6063 Coyer,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT, 34288
PH.941-380-1-1 574
74 P-3541 #8 x 112",Pan Head,TEK Fastenal Steel
1 5/16" 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5" 3/16
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,571,69 63" 'I BOM AND EXTRUSIONS7/+ 1/16" rO 0
i SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG A: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE' SHEET
1.2 4OF6
6'MAX.(TYP.) -- 17" MAX.O.C.(TYPWINDOW SYSTEMS
)
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I -SEE NOTE 2
10112" 8100 PVC
MAX O.C. SINGLE HUNG
(TYP.)
J- O INSTALLATION IMPACT
ANCHOR(TYP.)
Q 3: a Z
1 H pw0 QwoO
D Z0§}OD'3m
Q
�Mrc ani O oFpa Qof w00
m.P.)J U 0U) ?U D-H Nd
4' I I O Z-? Z���
I I Q o Z U w Z D U LL p
>- Q�0wo1-00
V Q ��}U)0
101/2' ^ w o0 U))Qwmw
MAX O.C. LL rn w p u)(TYP.) a ?=D =p�u)
p wF-0 (L
w
4 cL ~ D xa
` PNORE W)��4i
4'(TYP.) 9 ''GEN
4'(TYP.) NO ANCHORS REQUIRED IN SILL No 58201 `1t
now
ANCHORLAYOUT-(FLANGE)
:9 STATE OF
F'•.<O R 1 C. V�.
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REO 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 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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REW
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/AAMA/WDMA 300(EXTERIOR DOORS)
1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MN.EMBEDMENT 29�mffl
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 IN.EDGE DIST. $�OO PVC
BYINSTALLER
INSIDE AND OUT INSTALLASEE TABLE 1 SINGLE HUNG
SEALANT BEHIND O SEE TABLE I ION ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q Z 3 NZ30
o :Rw§>-OwzOz 3:m
PERIMETER SEALANT w P w 3 Z I-�m Z
BY INSTALLER Z Z=m Q K w O O
INSTALLATION ANCHOR INSDE AND OUT U 5;°z a F_1,a
SEE TABLE 1 SEALANT BEHIND o Z O(o Z I.-Z)u)
FLANGE BY INSTALLER Q O Z U(o Z 7 V U
r Q3"w-=o?
CONTINUOUS DOUBLE 3/18'BEADS OF �B 1 HORIZONTAL SECTION Q }j O
8 TYPICAL JAMB ANCHORAGE
TREMGLAZE 01600 SEALANT AROUND w O O tr to Q u�i F
PERMETE14 AT ALL INDICATED POINTS Ir Z m w
BETWEEN FRAME AND BUCK BY INSTALLER. (L x a w O to
O wH0 W=hy
1/4"MAX.SHIM a � a X a a
SEALANT BEHIND
FLANGE BY INSTALLER ,P jDRE S
PERIMETER SEALANT MN.EMBEDMENT J�. •�\ -'yam
BY INSTALLER SEE TABLE 1
INSIDE AND OUT #.
SUBSTRATE BY OTHERS �Q •••STATE O* -:�
SEE TABLE 1W ��F ....O R l Q-•'\�:�
MIN.EDGE DIST.
SEE TABLE 1 ,��s / A
�A� VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
0 9/22/2017
TABLE 1:APP R ON FASTENERS LUCAS A.TURNER,P.E.
ANCHOR TYPE MIN.EMBEDMENT FL PE#58201
CONCRETE(2.0 KSI MNPERIMETER SEALANT 1239 JABARA AVE..) 3/16'fTW TAPCON 1-1/2" 1-1/8" BY INSTALLER
HOLL INSIDEPH.941-380-1E AND OUT NORTH PORT,-
C HORIZONTAL SECTION 1FL 34288
574
CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX NSTALLATION
3/16'ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8'
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.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 BY: DATE:
16 GAUGE(0.060")MN.STEEL STUD #10-16 HILTI KWK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6