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FL# FL15814-R4
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments public comment;IGU glazing options do not comply with
2411.1.11.07/15119
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jiathrop@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 Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1686-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
1 of 2 10/3/2019,9:21 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG...
Product Approval Method Method 1 Option A
Date Submitted 05/13/2019
Date Validated 05/16/2019
Date Pending FBC Approval
Date Approved 05/23/2019
Summary of Products
FL# Model, Number or Name Description
15814.1 HS-3200 HS-3200(was 7700)Aluminum Horizontal Slider, Impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15814 R4 C CAC 136-1032, df
Approved for use outside HVHZ:Yes FLIS814 R4 C_CAC_138-1033 odf
Impact Resistant:Yes FLIS814 R4 C CAC 138-1037.adf
Design Pressure: N/A FLISS14 R4 C CAC 138-1044.Ddf
Other: Large Missile Impact,see installation drawings for FL15814 R4 C CAC 138-508. df
DP and sizes.Glass complies with ASTM E1300-04. FL15814 R4 C CAC 138-509.odf
Quality Assurance Contract Expiration Date
05/26/2022
Installation Instructions
FL15814 R4 II CWS-774C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FLIS814 R4 AE EvalRe ort774C. df
Created by Independent Third Party:Yes
eac- next
Contact Us::2601 Blair Stone Road,7alli FL 37799 phone:850.487-1824
The State of Florida is an AA/EEO employer. - ::Eroracy Statement::Aceessiblity Statement::g ,tatemp�
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 tradition[mai.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(3),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address E they have
one.The err ails provided maybe used for official communication with the lkensee.However email addresses are public record.If you do not wsh to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine W you area licensee under Chapter 455,F.S.,
please click bill
Product Approval Accepts:
® ® ® eCheck
Credit Card
Safe
2 of 2 10/3/2019, 9:21 AM
URNER 1239 Jabara Ave.
North Port, FL 34288
NGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluations Report 774C
August 29, 20I7
Product Deseription: Series 3200 (formerly 7700)Aluminum Horizontal Slider Window, LM Impact,
max. unit sizeslll of 74"x 64"DP60 XO or OX,and 112"x 64"DP50 XOX 1/4-1/2-1/4
Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474
Statement of omplianee: This report evaluates the above-listed product per the requirements of FAC
Product Appro vaI Rule Chapter 61G20-3.005 (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-774C, signed and sealed by Lucas A.Turner, P.E.
3) Tcst Reports NCTL-210-3817-1, -lA,-2,and-2A, and NCTL-210-4000-06, -6A,-07, and-7A,
from ationaI Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.
Ferrara, P.E.,and test reports CWS-004-02-05 and CWS-005-02-03 from PRI Construction
Materi;ls Technologies, Tampa, FL signed and sealed by Zachary Priest,with testing performed:
TAS 2 l/202/203 94,AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E 1886-02/04/05,and
AST E 1996-02/04/06/09
4) Supplemental Cales. to support CWS-774C,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-774C.
Limitations of Use: This product:
• May be used up to sizes indicated in CWS-774C, with glass types, design pressures, and max.
glass daylight sizes as shown in CWS-774C
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• T.G. glass with annealed outboard lite may not be used above 30 ft from grade in HVHZ
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.0f
• Requires 6063-T6 aluminum extrusions per CWS-774C
t I have evaluated the material in this NOA and find that it complies 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.
Lucas a`
:-t� No 592131 t73 J +
Turner
2017-08-30 IM
16:04+20:00 2�O STATE OF .,•' 8/29/2017
1. Lucas A. Turner, P.E.
FL PE #58201
HORIZONTAL SLIDER - IMPACT GENERAL NOTE$:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND QatmEmsffl
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE 1900'900OCA SW A.FLORIDA 44TH AVE.
E.
34474
751/4' FLANGE WIDTH 86 1/2" FLANGE WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED WWW CWS.CC
FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS
74"UNIT WIDTH - - 85 1/4" UNIT WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
37 13116"SASH WIDTH A 28 1116" SASH WIDTH D 2.GLAZING DETAILS:(SEE SHEET 2) 3200 ALUM.
7 3.CONFIGURATIONS:"OX","XO","XOX° HORZ" SLIDER
1 33 1116" 33 1/16" 23 5l16" 25 t!2" IMPACT
I
BS AN GLASS DLO GLASS DLO 1 65 114" GLASS GLASS
FLANGE _ FLANGE OLO DLO 4.DESIGN PRESSURES:
HEIGHT HEIGHT -- - -- -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE a z ¢z
AND GLASS TABLES ASTM E-1300-04e01109. ¢ aO w-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, Z w J p w p
I WATER INFILTRATION TEST PRESSURE,AND GLASS p z u0i Z}O m
64" g 57 1116" 58 718" 57 1116" 56 718" 1 TABLES ASTM E-1300-04e01109. LL f¢.,w z H�2 E
UNIT GLASS GLASS 1 64• E GLASS GLASS 1 E z z x 2¢ag w 0
HEIGHT DLO DLO I 0 OF-0 4
UNIT DLO DLO S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS N07 0 0 w F ci 0- 'w d
HEIGHT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE r3 z-j z z D W
X 0 SHEET 7 FOR INSTALLATION DETAIL.WIND LOAD 0 z o ui z S v-
609116" 609118" �- plyU
SASH X 0 X SASH DURATION FACTOR Cd 1.6 WAS USED FOR WOOD } ¢2 O w �0?
1 I ANCHOR CALCULATIONS. a w V z y
HEIGHT L i> a HEIGHT o }] O
6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. W LL m w 0 w rw 1w
A SHUTTERS ARE NOT REQUIRED. a d 0�}
D z w �m
OX or OX 113-113-113 7,ALL FRAMES AND VENTS ARE SCREWED TOGETHER. CL Of a
SMALL JOINT SEALANT USED AT ALL FRAME JOINTS.
113 114"FLANGE WIDTH - '1 55 314" FLANGE WIDTH
112" UNIT WIDTH 54 112"UNIT WIDTH 8.SERIES!MODEL DESIGNATION HS-3200(A.K.A.HS-7700) ����s Ps'S T4��i
28 1116"SASH WIDTH A SASH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: +��' No Wei .I
7 WIDTH X=OPERABLE SASH,O=FIXED SASH
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. y: STATE OF ,�10
65 114" -23 5116" 52 1/4" 23 5116" 23 5116" p ,•�:
FLANGE B fi5 1!4" GLASS GLASS '.{"•°( O r'�=d
GLASS GLASS PLO FLANGE 11.WEEP SLOTS=114"x 1"LOCATED 6"FROM BOTH ENDS. F O R 1
HEIGHT DLO 7 HEIGHT OLD DLO 4y�Sy.�OM141`�a��
571116" 587l6" LucasTurne
UNIT GLA$5 GLASS 64•
HEIGHT DLO DLO UNIT 57 1116' 58 718" r 9:7-
HEIGH GLASS GLASS 2017-09-22
DLO DLO 60 9116" 13:27-04:00 9l2212017
64 9116..
X O X SASH xp SASH LUCAS A.TURNER,P.E.
a HEIGHT HEIGHT FL PE#58201
1239 JABARA AVE.
1-- 1 - - NORTH PORT,FL 34288
114-112-114 OX or XO PH.941-380-1574
SHEEP DESCRIPTION:
MAX. UNIT DESIGN PRESSURE GENERAL NOTES AND
TABLE OF CONTENTS CONFIG, SIZE RATING IMPACT RATING ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.......1 XO w/SIDE LATCH 54-112"X 64" +/- 50 PSF ADE 06/01/12
GLAZING ETAILSECTION VIEWSS..............................34 XO 74"x 64" +1- 60 PSF DWG It REV.
ANCHOR SCHEDULE&NOTES............6 XOX 1/3 113 113 85-114"x 64" LARGE MISSILE IMPACT cwsa74 c
INSTALLATION DETAILS.......................7 +/- 550 PSF "�� SHEET
XOX 114 112 114 112"x 64" 1:20 1 OF 7
5119"OVERALL 5l16" OVERALL - 7116'OVERALL ciamelsim
118"ANNEALED 178"ANNEALED 3116"ANNEALED 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER WWW.CWS.CC
1f8"ANNEALED 118"ANNEALED 3116"ANNEALED
3200 ALUM.
15 65KAFLEX 552 or SIKAFLEX 552 or 15 SIKAFLEX 552 or
PURFECT GLAZE"H" 15 PURFECT GLAZE"H" PURFECT GLAZE"H^ HORz.SLIDER
IMPACT
3f4" GLASS BITE 3I4"GLASS BITE 3f4"GLASS BITE Z 4
2g �L30} H 0 w o a w p W
13 " LL F-w ZF- gz
Z zx2Qww00
O OF-Prja=F-of
Z ZOczj-Z?U(O
F-zLL2oc
GLASS TYPE A-SASH GLASS TYPE A-FIXED XO GLASS TYPE B-FIXED XOX h 0 3 O g
w z Lu 0 J fn
cc 0
7I8" OVERALL 7!B"OVERALL 718"OVERALL a
=~a orEL Lu
a F a a
118"ANNEALED 1f8"ANNEALED 3116"ANNEALED
7f16"AIRSPACE 7/16"AIRSPACE 114"AIRSPACE +++%0p �RFVy'tip
5116" LAMINATED 5116"LAMINATED 7116"LAMINATED :�j� "�'��ENSFGR
�:" No 56201 .�?14
1/8"ANNEALED 118"ANNEALED 3116" ANNEALED
.099 DUPONT PVB INTERLAYER ,090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER �x
1f8"ANNEALED 118"ANNEALED 3116"ANNEALED
15 SIKAFLEX 552 or tGGLASS
X 552 Or 40131,fl
FLEX 552 or
PURFECT GLAZE"H" T GLAZE"H° FECT GLAZE"H"
QUANEX DURASEALQUANEX DURASEAL
1G SPACERIG SPACER
3f4" GLASS BITEJ ITE10 S BITE 41 1 10
10
9/22/2017
13
LUCAS A.TURNER,P.E.
FL PE#58201
QUANEX DURASEAL 1239 JABARA AVE.
IG SPACER
NORTH PORT,FL 34288
PH.941-380-1574
_ SHEETDESCRWTM:.
GLASS TYPE C-SASH GLASS TYPE C-FIXED XO GLASS TYPE D-FIXED XOX
GLAZING DETAILS
DRAWN BY: DATE'
ADE 06/01/12
DWG ft. REV.:
CWS-774 c
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE',1;1 SHEET
20F7
WTERIOR VVINO yy gy EMS
1900 SW 44TH AVE.
OCAIA.FLORIDA 34474
W"w CWS.CC
n 14 2 1 14 37
1� 3200 ALUM.
3
JIN
HORZ. SLIDER
IMPACT
e
z m'�"o a"eao
o Qrpn yOL m
8 11 w Hw 2H�gx
z
O B C' F�
9 , 0 C�y H a_I,,,y d
8 O 635ZZF 7Ln
3 q �OFVFO
34 8 9 38 3 9 3 1 6 40 � Kcrn�w..
® - Ln
a- z—a Wp2tn
SECTION VIEW 13s w _ a W�w
INTER€OR °L 0_
r� •••••�`Pp1DRE�I TG���i
ZM. No 58201
18 4 1 3
STATE OF ,.14
v 'El3 4� oN
'1011 AitM'1" ti?s•`
35 zz
9/22/2017
1� LUCCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380.1574
34
SECTION VIEW A-A38 5ECTiXNOVIEWS
SECTION VIEW C-C DRAWN BY: DATE'
SIDE LATCH OPTION ADE 06101/12
SIZE AND DP RESTRICTED,SEE SHEET 1
awc 4 Rev,:
ITEMS NOT SHOW FOR CLARITY: CWS-774 C
5,6,10,12,15,18.24
SCALE SHEET
1:1.33 3 OF 7
INTERIOR �����
VANDOW SYSTEMS
4 14 T
40 2 1 6 14 4 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
Www.CWS.CC
3200 ALUM.
HORZ.SLIDER
IMPACT
- a ? 3 az
Z WJQ W
m g0z
u tiW z� �r
z zx�¢�Wpp
0 Oc}i�OvaHtga
4 9 8 33 9 9 3 (6 1 0 40 34 1 OZ-
rnZ�Urn
5 �00"Z
SECTIONS-E � g�p�� ~Z—
o�
a
8nm r_ l
=ten w�Ld
o r a a
9
30
Ek3FG
3 y���p`.42CRy�.
Si-�.r No 58201 �
9 j,
40 a
�pS STATE OF
INTERIOR ����'�<,o R 1 Q*'0��.•�
y�ssldM1lA 0.
sit
v
s
is �Z-
�• _ 19
9/22/2017
32) LUC FL A.
TU#RNER,P.E.
58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRWTf5W -
(3s SECTION VIEWS
XOX
DRAWN BY: DATE:
ADE 06101/12
DWG N', REV.:
CWS-7741 C
III` ITEMS NOT SHOW FOR CLARITY:
34} SECTION VIEW D-D -` 5,6,10,12,15,18,24 1:1.33 4 0
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL 2518"
1 H-1934 FVED MEETING RAIL KEYMARK ALUMINUM 1 5I36 0
2 H-194fi SASH MTG.RAIL,SASH KEYMARK ALUMINUM 2518 WINDOW SYSTEMS
3 HF1947 SASH LIFT RAIL,SASH KEYMARK ALUMINUM g5 1900 SW 44TH AVE.
4 P-3018 WSTP,(.300 x.t87back,Bulb] AMESBURY OCALA,FLORIDA 34474
WWW.GWS,CC
5 P-3029 SCREEN LIFT SUMMIT STEEL
6 P-3033 SCREEN SPRING FLA SCREEN STEEL 2 3l16" 3 1t116" 3 5116"
7 P-3169 LOCK SPRING FLA SCREEN STEEL 1116 11161, �I 0 3200 ALUM.
6 P-3302 WSTP(.210x.187back) ULTRAFAB I"IORZ. SLIDER
9 P-3218 SCREEN FRAME(5116") ALL METAL ROLLFORM - FRAME CORNER CONSTRUCTION
10 P-3228 ROUND SPLINE(.155? DAPA HEAD-1933 11t6" IMPACT
11 P-3305 WSTP(,270 x.187back) ULTRAFAB 0
12 P-3321 SCREEN CORNER KEY FLA SCREEN NYLON SILL,BOTTOM-1966 SILL,TOP-1967
13 PM52 SETTING BLOCK(V8"x 516"x 2") FRANK LOWE RUBBER � a F �w p �W O p
14 P-3397 OPEN CELL PAD(black) HO PRODUCTS 4 r z u'
15 P-3433 HOLT MELT TKUSEAL = 31116" 1 15115" n w m o O Dc m
w zOZ X— F�
_ 1 5116" � S �> �—
16 P-3443 WSTP,(.290 X.187)BULB ULTRAFAB �'1 O O m O v a wo O o 17 P-3515 #8 X51B"PHIL FLAT WHT FASTENAL STEEL U o co a m E_a
18 P-3566 SCREEN CLOTH WIER 37 o z—j Z F rn
19 P-3804 ROLLER ASSEMBLY M&M NYLON 2 112' SASH CORNER CONSTRUCTION Q O z o w z O w 0
20 P4144 #8 X 1 PAN PHIL W!114"LEAD FASTENAL STEEL 718" 211116" } O w o x O i
21 P-0479 WEEP HOLE COVER M&M NYLON iry6" a �v~z of
22 P-4707 SASH MTG RAIL LOCK LAWRENCE NYLON if16" - 1l16" w O o��p w O w
23 P�959 WSTP(.420 x.167back) ULTRAFAB L!===== — / a z=a O
24 P-5289190 SASH END CAP M&M NYLON 0 p w 2
25 S-1933 HEAD KEYMARK KEYMARK LOOK JAMB-1962 FIXED JAMB-1957 FIXED MTG RAIL-1934 a a Qs a
26 S-1935 REINFORCEMENT KEYMARK ALUMINUM �An�u��y�
27 S-1936 SCREEN SUPPORT KEYMARK ALUMINUM ++*+PPgOREW
28 5-1939 TOPI6TM RAIL,SASH KEYMARK ALUMINUM —2318"�} [-----2 i12" ���PS•4E6t...... p,�9
29 S-1941 GLAZING BEAD-5116 KEYMARK ALUMINUM 7 - 4 I 1 1I8" ,{I III N No 58201" '�15 L
30 S-1949 GLAZING BEAD-7116 KEYMARK ALUMINUM
31 5-1956 SPRING SIDE LATCH KEYMARK ALUMINUM
32 S-1959 ROLLER TRACK KEYMARK ALUMINUM f 3) V16" MEETING RAIL ATTACHMENT
33 $-1960 SCREEN CATCH KEYMARK ALUMINUM 2 518" 2 5116" 1 314" SMALL JOINT SEAM SEALANY ��S STATE OF :41
34 S-1962 JAMB,LOCK KEYMARK ALUMINUM 1116" —1I16" +�O �i�
35 S-1966 SILL,BOTTOM KEYMARK ALUMINUM
36 S-1967 SILL.TOP KEYMARK ALUMINUM
37 S-1957 JAMB,FIXED KEYMARK ALUMINUM SASH MTG RAIL-1946 SASH TOPlBTM RAIL-1939
3e WSTP(.530 x.187back) ULTRAFAB SASH LIFT RAIL-1947
40 GLASS SEE SHEET 2
41 P5523 GLAZING BEAD-718 TEAM PLASTICS PVC '7
9/22/2017
1 7116" 15116"
112" " 131t6" LUCAS A.TURNER,P.E.
�"- 314" FL PE#58201
1116" 1„-� 15n6 Sl18"
33 31 9 1239 JABARA
3 718" � 1" 342 1 1I4" 1" NORTH PORT,FL 34288
L 118" 1116" ilt6" —1116" 1716" PH.941-380-1574
ROLLER TRACK-1959 REINF.-1935 - SHEET DE9ERiPTION
SCREEN CATCH-1960 SCREEN SUPPORT-1936 SPRING SIDE LATCH-1956 5l16"GLAZEBEAD-1941
BOM AND EXTRUSIONS
314"
314" DRAWN BY: DATE
41 30 AIDE 06101/12
778" 1116° 1„ 1116" DWG# REV.:
LINE ITEMS NOT USED: �— CWS-774 C
39 NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED, PVC 718"GLAZEBEAD-5523 7116"GLAZEBEAD-1949 sc E: SHEET
1:2 5 OF 7
WINDOW sysTEwls
14" MAX.O.C.(TYP,} L 1900 SW 44TH AVE.
3"{lYP 14" MAX,0-C.(TYP-) OCALA,FLORIDA 34471
6" MAX.(TYP.) 3"(TYP.) 6" MAX.(TYP.) V~.CWS.CC
4"(TYP.) 4^ (TYP.} -SEE NOTE 2
6"MAX. 6"MAX.(TYP.)
(TYP.) - - - - - 3200 ALUM.
HORZ. SLIDER
IMPACT
I
z 3: Qz�
i8" 18" } ! Q atq }OD_�pp
MAX.O.C. X Q I-INSTALLATION MAX.O.C. x O E X INSTALLATION z LL Z=M¢x w Co
(nP) ANCHORS TYP. (TYP.) ANCHORS TYP. O O F-O 6 Q Y F m
z 0z'''"Z::,Oc-
r ¢3:o 0z
z
w ocim »wrnw
rx I
O w�0 a—x
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) •+,•0c'0pNQ1 Ng,TGq�i�r
,►,N: No 58207 t?�
9 STATE OF :�14
Ft
NOTES: 8#+)NA P110i�ia•••,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD,
2,SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. Y.L
8.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 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 7. 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 DESCENPTKft.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
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 SOLID CONCRETE,3-9116"FOR CMU,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 06/01/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG e: RBV.:
OWS-774 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:
FMAIAAMA 100(FIN WINDOWS),FMAfAAMA 200(FLANGE WINDOWS), FMAANDMA 260{BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 S OF 7
TYPICAL HEAD ANCHORAGE f f 11JI1\IIJ/11Vd/d
MIN,EDGE DIST. MIN.EMBEDMENT
SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
INTERIOR 114" MAX.SHIM WWW.CWS.CC
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 3200 ALUM.
INSIDE AND OUT 2,�MIN EDGE DIST.
SEE TABLE 1 HORZ. SLIDER
SEALANT BEHIND FLANGE A. IMPACT
BY INSTALLER INSTALLATION ANCHOR
114"MAX SHIM SEE TABLE 1
Q z 3: aZ
I- ❑WO WWL-OOO
w z0z Krzw
LL tiw ZF-�:gz
INTERIOR Z Z222q�w00
INSTALLATION ANCHOR - SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS O 0 F q Q 2 r X
SEE TABLE 1 BY INSTALLER SEE TABLE 1 v V W F-Z D-I-rn 0-
z ZOon--Z)U-
PERIMETER SEALANT ¢ F_z LL M O C WZ O z
BY INSTALLER Y Q O F F
INSOE AND OUT ¢ m�a
0 in
HORIZONTAL SECTION a ?" a 2 p T m
TYPICAL JAMB ANCHORAGE a m a ff�a m
114" MAX.SHIM
SEALANT BEHIND FLANGE
BY INSTALLER g.4..........
0 N SF(�'�,��I
PERIMETER SEALANT MIN.EMBEDMENT �: No SWO1 .�10
BY INSTALLER SEE TABLE 1 ;
INSIDE AND OUT t. t
'10' STATE OF "W:
SUBSTRATE BY OTHERS O•. ,� k+�
SEE TABLE 1I MIN
EDGE
EDIST.
SEE T
rq1 VERTICAL SECTION
7 TYPICAL SILL ANCHORAGE
z�7
912212 0 1 7
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-112" 1-118" NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON 1" 2" PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON T' T' _SHEET DESCRIK10N _
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-NN, 2-112"
2XMIN.SOUTHERN PINE(G=0-55) 3116"ITW TAPCON 1-318" 718„ INSTALLATION DETAILS
OR ELCO ULTRACON
2XMIN.SOUTHERN PINE(G=D.55) #10 WOOD SCREW 1-Va.. 718" DRAWN BY: DATE:
16 GAUGE(D.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD ADE 06/01112
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116 two A REV.:
1I8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING 1 FULL THREAD CWS-774 C
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.126' 7116" scALE. SHEET
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