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#? Product Approval
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Product Approval Menu>Product or Application Search>Application Llst>Application Detail
-0' c , FL FL1617 -R2
4 I
Application Type Revision
PP yP
Code Version 2017
Application Status Approved nn —�^
RFCCIVL�
Comments y f
Archived l MAY 2 �
Product Manufacturer Custom Window Systems Inc. ST. Lude irOUnty,Permitting
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
keine@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 Lucas A.Turner
the 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
F i Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 RZ COI EvalReoort81ZCj2 f
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/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.tloridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0y... 1/3/2018
Florida Building Code Online Page 2 of 2
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
of Productsrummary
L# �SH-810O
er or Name Description
6177.1 Single HungSH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-81.2C.odf
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. FL16177 R2 AE EvalReDOrt812C.Ddf
Safety glazing required on outer lite above 30 ft,in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
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Contact Us::2601 81air Stone Road,Tallahassee F1.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibllity Statement::Refund Statement
Under Florida law,email addresses arc 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.roust provide the Department with an email address if
they have one.The ematis 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 harp_
Product Approval Accepts:
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Safe
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1
1239 Jabara Ave.
URNER 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"'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"'
Edition(2017)Florida Building Code including the High Velocity Flurricane 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 seated 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 matt. 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(l/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02'
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10'
' 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: 1 do not have, nor do I intend to acquire, nor will 1 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.
x1rtw'1<rrl)
'`vi�D�E 4It rr�,rt,
No 56:201
r
STATE OF
:,O, '• "1 ~ 8/29/2017
'mo. `s` Lucas A. Turner P.E.
��#' AN'`�� FL PE#58201
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
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. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX OV��ALI FLANGE WIDTH _ 8100 PVC
51 7/8"MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG
47 11116"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04801/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES Q - ¢Z
lo
0
ASTM E-1300-04,301/09. z w o o a w_9w
w gog Wr
63* _ __ __ 1 _ 5.ANCHORAGE:THE 33 1/346 STRESS INCREASE HAS NOT BEEN USED LL F W Z O�0M
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z=2¢D:w O0
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O 0 F-O d a X t-C
FLANGE ANCHOR CALCULATIONS. U) Z I-O a.
HEIGHT Q 0ZU�ZSU-
i B ® I B 2613116" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 1=-w w O O w 0
DLO Q SS NOT REQUIRED. g 9 0O�U F Z
I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O Ow 0 p w w w
1681314" I I USED AT FIXED MEETING RAIL AND JAMB. d U.=a O c
UNIT 0 wl-O D-=Er}
F•IEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. x S a it�w In
o F_ a
9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:
I I I I X=OPERABLE SASH,O=FIXED SASH %a�Ptiyp( 1.1,
303116' I I �J� �OElvs*-.•.��✓
MAX 26 718" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS,IN A SIMILAR
SASH `, I GLASS LOCATION. +v�" No 58201 ":�33
-� HEIGHT Y DLO
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
_ C p% STATE OF ;4
0.A
6 45 1/16' ---�
GLASS DLO
48 318' 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 DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZNG DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING DWG R: REV
EXTRUSIONS&B.O.M........................4
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT Scows-s12 c
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
— -- ------------- —
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
VVW W.CVVS.CC
8100 PVC
SINGLE HUNG
IMPACT
z 3 ¢Zo ci
w z0Z W �W
U.0 1-w zo3mx
718"OVERALL INSULATED GLASS -7/8"OVERALL INSULATED GLASS Z Z=�4 K w O O
O Ot-O�j<
1/8"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED O Z y Z Z H 7 0-
B
7/16"AIRSPACE 7116"AIRSPACE Q 00:1 Z Z O uO.U
5116"LAMINATED GLASS 5116'LAMINATED GLASS x g Q p H F-F O Z
Fa- 0WO1}-}S 922E
E:1/8"ANNEALED 118"ANNEALED W W to O w co w
'118"
090"PVB INTERLAYER BY DUPONT 090'PV8 INTERLAYER BY DUPONT Oa w rO d=�U)ANNEALED 1/8"ANNEALED d H 0. X�'0-
OUANEX DURASEAL OUANEX DURASEAL
IG SPACER IG SPACER `�40,AOREtA,`'10
47 PURFECT GLAZE"H'OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552
Gp`'.i�GE1S�.•fir✓
_ z : No 55201
�4 112"GLASS BITE 14 u 112"GLASS BITE * �,
�O� STATE OF :�+L`
O
71 12 �"4"'ONA
FIXED LITE
W-
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 DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 scA1'e SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 '3 27 53 1 38 13 3 3? 4 45
8100 PVC
D ® SINGLE HUNG
IMPACT
0
a
Z Q O
� oWo ¢�oW
1 0 Zfw Z>-Ow�m
3 Z ZSN¢��M_
3 14 54 14 6 66 63 19 4 O
OF-OOjQ=O�14
uu =O�
SECTION B-B 0 Z��ZZF~-00
zo O =U
O54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, } =- OO0CFLLw
z
ORIGHT SIDE SHOWS SASH SECTION VIEW.
t r Z
vi
z�wai�w�w
a. a0 a-_
14 39 O W F—ct w of to
a r a a-
ao _............_ a-
27' y nnr
7 ,%0 tttORFIq+�'fio,i
1 _ _ 9 INTERIOR y�J�S.y�C9IVB
:SS` STATE OF
14 53
GS 10
6G z�
62 32
3 �._.._�9/22/2017
t8� - 6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
3D NORTH PORT,FL 34288
C� PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
SECTION A-A
DRAWN BY: DATE:
BAT 06/18/12
DWG N: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 scn.E: SHEET
1.2 30F6
PARTS LIST FRAME CORNER
ITEM PARTDESCRIPTION VENDOR MATERIAL 3 118' CONSTRUCTION (f Tl!](C� //I�TTSI�•�/�(/Q
�✓(S'(YNl U•lS!/L/C/U•Ir\((lti("/I
1 H-6031-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl WINDOW SYSTEMS
H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 1 15f16" 2 3116"
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474
6 S-1577 Impact Hook Keymark Alum 3 fl/16"
8 WWW.CWS.CC
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16- 4 150 � 1 518^ LJ
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116" 1/16^ I 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 1_ �— OOALL SIDES)D
12 H-6004 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 3: ¢Z 3:
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 to"_.i r o w O rn w o p
20 S3029 Sash Stop/Filler,PVC,Vert. tviikron Vinyl 3, ¢I~z
13116' I w ZOZ w--Iw
-
--
23 H-1699 Reinforcement,SBR Keymark Alum 7/8• ¢
rn?i>O rD
24 P-2190 Balance BSI 9116^—� 1 1 O O~O U¢=LL F-W O O
26 P 3046 Take Out Clip25 P-3059 Sash Cam, BSI BSI PISSIc 1 5/8' 21/8° 1/16 j. N a
3 _ U L)cn a
FIXED MEETING RAIL rn Z Cn
27 P-3783 Lock,Impact,PVC Interlock "'- .- 1/16" SCREWED TOGETHER WITH 2 000 1/j z j U
1/16° OUTERFRAME ¢ O w Z
28 P4069 Keeper,Impact,PVC Interlock Zamac 1:8 > r p w O=O?
REINF:,IMPACT HOOK-1112 Q f-~ Z
30 P-3215 Weep Cover w!Flap Gaer Plastic vi
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 wU.O�U)0 w O w
37 P-4638 #6 x 2-112 PH Mod-Truss,Type A,TEK 2 Fastenal Steel Z i nw. OI-
D =-O a=Ir>
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116' 9/16' O wlT w w rn
39 P4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/z" 1 i/8" 5/16 1 118 a. r D. m a
40 P4264W#8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City Steel o 2 �unnrr
44 P-3342 Seam Sealer,SM-5504 Schnee 7?8" I 181 5116" 19� 19 �01 pR1 {rrFr
45 P-3752 Cap Plug,1/2"Hole M&M Nvlonoao^ 1/16' 4S P�.......... . r'
47 P3438 Sikaflex 552 or Purfect Glaze'H" Sika/Henkel
t/t6. 1116" I GC 0ENS •.?q�..
48 P-3352 Set.Blk.,65 Dur.,1/8"x 518"X 2"Lg. F.Lowe RubberPVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 •'• No 58201 •:
51 P-3881 Temporary Lbl.(NFRC/DP) *; # •*=
52 P-3613 CWS Lbl.(logo) Pro Label 518'
53 Sash SEE SHEET2 GLASS 3/4 3/a^ V4' I-- p0, STATE OF :�41
54 Fixed SEE SHEET GLASS 3116 r—i 3 "�I�-,1. g I 14
56 P-3281 Spacer Duraseal — 13 t5?116" 1116° 1^ 1 7/8" 'rrrrs�Oltjp�} p��
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1?16 �— �—
63 P3218 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 Betterltie Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r�
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS Fi,Screen SS ---------
70 P-3113 lScrew Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum O 3/16' - FL PE#58201
1239 JABARA AVE.
72 S-6063 Cover,Fixed Rail Mikron Vinyl O
735-1112 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
i
5116' 112" SHEET ESCRIPTION:
LINE ITER-0S NOT USED: —5"- — 3 t6^�I I 3• BOM AND EXTRUSIONS
5,7,11,MSN T US 29,31,33-36,41-43,46,49-50:55,57-61,69 -
7/8" 1/16' r �� 70 -
.L.--- _ SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG ft: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scAr-e SHEET
12 4OF6
�lSdytayL4CU/��]ni
Illlll_�✓__///III
6"MAX.(TYP.) 17'MAX.O.G.(TYP.) WINDOW SYSTEMS1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
8100
PVC
10 I I
MAX.O.C. SINGLE HUNG
(TYP.) IMPACT
�— ® INSTALLATION
ANCHOR(TYP.)
I Q Z 3: QZ�
I 1- ow0 WWO6
Z WJE
' W ZOZ XM-
9 Q0�i>-0x�:m
LL. !—W ZF-?'2=
—�nrtcFcnu. Z ZS�QC�WOO
O OcnoUn•F-u)(L
I I Q 4��. ?LL C)C -
Q CQOW0=Z—
• 107/2' �/� W OOmai0W Ow
MAX.O.C. LL. W
I I
I I d = =af O WI- w�l:
F-
`t\llliltlflltl
4"(TYP.)- -- -- -- `,tea P(WREij T l�4
4"(TYP.) NO ANCHORS REQUIRED IN SILL v No 5S201 �i�
ANCHOR LAYOUT-(FLANGE)
NOTES: IQ,1
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 n 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 DESCRIPTION:
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. DYVG a: REV.'.
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: ET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS).FMAfAAMA/WDMA 300(EXTERIOR DOORS) SHE
1:15 5 E 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT QEtiffm
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
UBSTRATE BY OTHERS- - 1l4"MAX.SHIM - SEE TABLE 1 N W CwS.0 DA 34474
SEE TABLE
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 81�0 PVC
INSIDEANDOUT SINGLE HUNG
INSTALLATSEALANT BEHIND SEE TABIEION ANCHOR
FLANGE BY INSTALLER 1/4"MAX.SHIM IMPACT
a ¢ Z 3: ¢ZO
W QIW-p
W ZOZ (1 =_-FW-
o arn�i}Ow3:m
PERIMETER SEALANT Il F W Z 1-3:2 2
BYNSTALLER Z Z M 2 a w W 0 0
INSTALLATION ANCHOR INSIDE AND OUT O O�O 0 a��a
SEE TABLE 1 SEALANT BEHIND o Z j Z Z I-O
FLANGE BY INSTALLER Z O Uu) O O
} i,- L12Zp_Ou_z_
B HORIZONTAL SECTION It 5Q O F F.r 0Zui
CONTINUOUS DOUBLE 3/16'BEADS OF K6 TYPICPt JAP 78 ANCHORAGE FQ- w w H O O
TREMGLAZE U1600 SEALANT'AROUND W O O��p W 2 W
PERIMETERATALL INDICATED POINTS L Z U)W O w W F-
BETWEEN FRAME AND BUCK BY INSTALLER. p, =a. 0_O-
O WF'-0 W=c�
1/4"MAX SHIM d F- IL 0_ a
SEALANT SEHIND
FLANGE BY INSTALLER ♦♦♦�♦��PNO`Elfer
YCEA7S•'G' f5q
PERIMETER SEALANT MIN.EMBEDMENT J0= ~ F•'•M
BY INSTALLER SEE TABLE 1 Z: No 55201 C?1
INSIDE AND OUT
SUBSTRATE BY OTHERS--// p��• (STATE OF :�4!`
SEE TABLE 1 '`c"'• ( p•1'••'��♦♦
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6 TYPICAL SILL ANCHORAGE AA
09/22/2017
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TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATETYPE ANCHOR TYPE fiIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-118" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2" INSIDE AND OUT ^ PH.941-380-1574
!� HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" 6 BOX FRAME INSTALLATION SHEETDESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"mY TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 7/8"
FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#. REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(33 KSI
MIN.)OR #10DRI GRADE 5SELF-TAPPING/ FULL THREAD 7/16" CWS-812 C
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. TEA1..E: SHEET
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