HomeMy WebLinkAboutProduct Approval Florida Building Code Online RECEIVED Page I of 2
MAR 2 6 2018
�� `
le CountyrPermitting
A ".a.mR
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
db'pr
Product Approval
USER:Public User
Prmrfi-Arnrwal M-n,i>Product or Aoolkatlon Search>Apohcat,on Ust>Application Detail
` FL# 0(352)368-6922
6
Application Type
Code Version
Application Status d
Comments
Archived
Product Manufacturer Window Systems Inc..
Address/Phone/Email 44th Avenue
34474
8-6922 Ext245ws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay 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
,Sol*
Ocala,FL 34474
\^ (352)368-6922 Ext 221
amonteverde@cws.cc
® Category C Windows
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
4Q 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
V Validation Checklist-Hardcopy Received
Certificate of Independence FL6890 R6 COI EvalReUortI6lD.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018
tFlorida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D,Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other:8400 Vinyl Casement,Large Missile,DP= +/-67.5 FL6890 R6 AE EvalReDOrt161D.Ddf
psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes
tempered when used 30 ft.above grade in HVHZ.Glass
complies with ASTM E1300-04.
Back Next
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 bgrS_.
Product Approval Accepts:
7r rr__] 10 _1__1
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018
U RNE R1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 161D
August 28, 2017
Product Description: Series 8400 PVC Casement Window, Large Missile Impact,DP67.5, 37"x 7 "
unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass
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-161D, signed and sealed by Lucas A.Turner, P.E.
3) Test Reports NCTL-210-3673-1,-1A, -2, -2A, and NCTL-210-3674-1,-IA, -2,-2A, 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-
2005,and ASTM E 1886/1996 2002/2005
4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-161D.
Limitations of Use: This product:
• May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air-
1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann.
or Temp.)outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass
• Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade
• Requires max. glass daylight sizes as shown in CWS-161D
• Achieves design pressures of+/-67.5 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)PVB Interlayer per Miami-Dade N.O.A. #16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.101
1 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.
PV40 RE W i?��,.
i
No 58201
8/28/2017
= = az Lucas A. Turner, P.E.
STATE OF , 4/
P :
o .�_v FL PE #58201
O
��+"AFS,' R 1 Q 'Cj�e`�,``
CASEMENT - 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 1900 SW 44TH AVE.
381/4" - EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
MAX.OVERALL - 38,/4• AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC
FLA IDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
3r 3r
UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC
MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT
- RIGHT. IMPACT
A —— 4.DESIGN PRESSURES:
———— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND <z
GLASS TABLES ASTM E-1300-0401/09. z o uj o Q W o W
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O Z ,r- t
73 va I I I INFILTRATION TEST PRESSURE,AND GLASS TABLES o �w z OF 3 3 CD
x
ASTM E-1300-04e01/09. z x m<0
OVERALL I -T\ -- - I O y 0 V<=O W
MAX
FLANGE \ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN rn Z ~to a
HEIGHT I i 64114 1
MAX, I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION < O Z O y Z U
OVERALL B 1 I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD y ¢—LLM O=OLL z
I FLANGE `\ ANCHOR CALCULATIONS. o' m 3°��t z
HEIGHT I I 0a�Y�3o�
I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w u_y w co O J u)W
I I I NOT REQUIRED. a —=M Ir O N
772' I /� 651/2
u s 83' I X ss 1n _ o D-x y
MAX. I GLASS 7 ALL FRAMES AND VENTS FULLY WELDED. o a it a
UNIT DLO UNITDLO
I I 8 SERIES/MODELDESIGNATIONCA-8400. �PµOREW�T`
HT
HI 1 I I
EIGHEIGHT Nn��u��p
i I 1 y "'eni
I I g I 9.THE DESIGNATION X STANDS FOR THE FOLLOWING w:Vp'•��,�C Sic'-:Q7�•
I ( e 61" / I X=OPERABLE SASH �' No 58201 'R�
1�
7N�X. I ` C SASH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
SASH \ HEIGHT
HEIGHT I 8 I I LOCATION.
0 I � I �g0;• STATE Of :�t4
L N
-------
----- A
A +J
8 GLASS DLO
301/2' RIGHT HINGED-SHOWN 9/22/2017
GLASS DLO LEFT HINGED-OPPOSITE
LEFT HINGED-SHOWN LUCAS A.TURNER,P.E.
RIGHT HINGED-OPPOSITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ +/-65 PSF DRAWN BY: DATE
GLAZING DETAILS.................................2 37"X 63" ADE 05/05/07
HVHZ +/-67.5 PSF LARGE MISSILE IMPACT
SECTION VIEWS....................................3 DWG a:
ANCHOR
M..........ES............5 NON-HVHZ +/-65 PSF CWS-161 D
ANCHOR SCHEDULE 8 NOTES............5 37"x 72"
INSTALLATION DETAILS.......................6 FN"Z +/-67.5 PSF SCALE: SHEET
1:15 1 OF 6
20�mw
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8400 PVC
CASEMENT
le IMPACT
a z 3 azo
01
7/8"OVERALL 7/8.OVERALL r O W O Q W p W
Z W J O
1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED W ?O? 0:~ ca
O QIn3yOx 3:m
7/16"AIRSPACE 7/16"AIR SPACE Z Z=m Q w W 0O 0
Or-O Q=�IX
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS Q Z m I-Z Z F j cL
1/8'ANNEALED 1/8"HEAT STRENGTHENED Z O O U cn �O-
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER �Q O F r t O-
QUANEX DURASEAL 1/8'ANNEALED 1/8'HEAT STRENGTHENED 0 0 I}-> O
IG SPACER G PACER RASEAL w LL (K O J w
SIKAFLEX 552 OR SIKAFLEX 552 OR a =a x O-m
3 PURFECT GLAZE"H" 3 PURFECT GLAZE'H" a a LU a N
1l2'GLASS BITE 46 1/2'GLASS BITE NoREv S
13 13 41Op..y1C E N •.'Fe�
O O - No 58201 :�P
ir
ID% STATE OF :�/4�
GLASS TYPE A GLASS TYPE B
9/22/2017
LUCAS A.TURNER.P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION.
SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS
DRAWN BY: DATE:
MAX UNIT SIZE MAX POS. DP GLASS TYPE WADE 05/05/07
G#: REV.:
37'x 63" +67.5 A CWS-161 D
37'x 72" +67.5 B ALE SHEET
1:1 2 OF 6
QWINDEOVSYMSTEMS��
1900 SW 44TH AVE.
3 OCALA,FLORIDA 34474
INTERIOR WWW.CWS.CC
9
8400 PVC
Ll® ® CASEMENT
1 D ® IMPACT
as 1s 1 18 _ z azp
46 pw0 Qwpw
a1 O zJ0?
�w3z�32x
1e o'nOVa=U)0.
51 4 31 8 51 S1�1. 1 5147 9 18 b3 Z—u)—ZHjLL
6 0 SECTION VIEW B-B O Z U N Z 0 O V
H ;'0Wi= Z
0 LL
> a30wrt-O_
4 �_ X12 Opertllpwa)w
LL 5 LL Z d C O w
w0 axw>
1 D- � d mad
INTERIOR R��
�v: No 562'J1 :9'
a0 �9 s STATE OF r�41
/ '���4S�ONA"E��`�♦
® 143 `
1
4
� 9/22/2017
7 49 0
LUCAS A.TURNER,P.E.
FL PE#58201
o- 1239 JABARA AVE.
o NORTH PORT,FL 34288
2 -- -- PH.941-380-1574
46 39 SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW A-A
AL ERNATE FIN FRAME DRAWN BY: DATE.
ADE 05/05/07
W N: R V.:
CWS-161 D
ITEMS NOT SHOWN FOR CLARITY: SHEET
14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 1.2 3 OF 6
PARTS LIST 31/8• FRAME AND
ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER C�/U2ftN1/LUU
1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PV CONSTRUCTION WINDOW SYSTEMS
2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC Q 1 1900 SW 44TH AVE.
3 H-60308 FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVCF 2 7132. OCALA,FLORIDA 34474
4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC a 3 r. sz WWW.CWS.CC
5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 3 21/32' 4 27/3`2�
6 H�008 ASH,CASE.,TOP RAIL MIKRON PVC �-�1� 1 8400 PVC
7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC U - 1116
8 H�008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC ff
ppo PVC GLAZING BEAD CASEMENT
9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC p S-6064 CORNER WELD
p (Au slDEs) IMPACT
10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:6
11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME
12 GLASS SEE SHEET 2 H 60308 < ? 3 z o
13 P-3028 SET.BLK.,85 DUR., 1/8"X 7/8"X 2"LG. FRANK L W E RUBBER z w w a a�z w
211/32' ZO? --�
14 P-3029 SCREEN LIFT-OUT SUMMIT 21/32' 7116 a a co§).0 I 3 m
15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER z w z w w o_
z z=fa<wp0
16 P-3195 SCREEN SPRING,NO HOLE TENSION 6 9 as ()N O ci as F y)a
17 P-3197 SCREEN CORNER KEY M&M NYLON 6 1/16• 1116• z j z F w
18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2 t/4 00=)vi O O
9 COIL,.062 X.656 COIL,.05 X.437 a f? m z O IL U
19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA ell-
23
P 4491 P4050 3 p r r Z z
20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEALL a i O
21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w w w 2/aO J o w
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC H �a w O a z >
PURFECT GLAZE"H",SIKAFLEX 552 -6008
HENKEL,SIKA m a W 3 w U)
24 P-3539 #8 X3/4"QUAD PH TEK,ZJNC,SCREW D- ~ D- w25 P-3581 a
26 P-87 #8 XEEPH FH TEK 2,N CLOTH,18 X IS,SCREW PHIFER FASTENAL SS 17/32' 17/3Y �T ',
27 P-3613 CWS LBL.(LOGO) 10 11 �VenSFGpZ
28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 19/32" 1 9132' �v� No 562x1
29 7-3752 CAP PLUG,1/2"HOLE M&M NYL N 1/16 L471/16' + ;*
30 P-3881 TEMPORARY LBL.(NFRC/DP)
31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOPSIDE Z9; STATE OF .eve
32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO H-1592 H-1593 'q�0o� 14,:
33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS `EN O`
34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SS
35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS -3 1/8"
36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS
37 P-4009 TRACK SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS 11/16• 1
38 A010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS 6 L 3132 Z Z
39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 9/22/2017
40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZJNC S-1505
41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E.
42 P-4020 SUPPORT WASHER,ROTO OPER ROTO HDWE.(SS) ROTO SS 41/2- r yo FL PE#58201
43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS cn 1/16 NORTH
JABARA AVE.
44 P-4024 GASKET,ROTO PER.,ROTO HDWE,1/16" HOP o NORTH PORT,Fl 34288
tl2• PH.941-380-1574
45 -4031-P4040 TIE-BARS,ROTO HDWE. 1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/32' SHEET DESCRIPTION:
46 P4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM 3' ----1
47 P-4043 STRIKE,MULTIPOINT M&M NYLON 1 1 15 BOM AND EXTRUSIONS
48 P4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT
49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE:
50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07
51 1 S-1505 IREINF.CASE.SASH KEYMARK ALUM BING#: REV..
52 1 5-6064 IGLZ BD.,7/8' MIKRON PVC CWS-161 D
E: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6
8"MAX.O.C.(TYP.) comm
121/2'MAX O.C.(TYP.) $EE NOTE 2 4'MAX D.C.(TYP.) SEE NOTE 2
6"MAX(TYP)
6'MAX(TYP.) 4-MAX.(TYP.) 8-MAX.O.C.(TYP.) 1900 SW 44TH AVE.
121/2'MAX.MAX.O.C.C.(TYP.)- __1 WWW. FLORIDA 34474
6 MA (TYP.) - - 4•MAX.(TYP.) SEE NOTE 2 WWW.CWS.CC
SEE NOTE 2 4•MAX.(TYP.)
6'MAX.(TYP.)
6• 8400 PVC
MAX O.C.
10•
(TYP.) CASEMENT
(MAX TYP.) MPACT
O.C.c. MAX.O.C. /
a z 3' az3
X
14 3/4*
z owo awoo
X w zoz XM_
(TYP.) �/ X 0 a 0A 3 .0 D:3 m
x LL Fw z�32=
` INSTALLATION Z Z= a D:W O O
ANCHOR(TYP.) OU o 1- Z a F N a
lr INSTALLATION ZO
INSTALLAANCHOR(TYP.) \ Z O Z z-
ON
} Q ow-mo 0 Z
ANCHOR(TYP.) I ` a I-~t2
I tr trH}u�QC6
00 Lumawcow
LL0a 0Jfn'-
m 'U
6'THRU FRAME ANCHOR o. a 3 a
(FLANGE
HINGE SIDE JAMB(TYP.) 6'THRU FRAME ANCHOR
ANCHOR HINGE SIDE JAMB TYP.
FOR UNI S UP YOUT 0 37•L 72 " FOR NCHOR�YOUITS UP TO 37'x 63GE1 (TYP.)
ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN)
FOR UNITS UP TO 3T x 72' FOR UNITS UP TO 37'x 63'
No 58201
STATE OF taw
NOTES: StONA-t it"lot
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 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT. LOAD BEARING SHIMS SHALL B
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. --f 7
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 W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED W MUST LUCAS A.TURNER,P.E.
BE 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, 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. 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&
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. ADE 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. -DW-?;7-#KEV.:
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-161 D
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1.20 5 OF 6
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900
INTERIOR OCALA,FLORIDA
44TH AVE.
1: 1MIN.EDGE DIST. SEE TABLE t BY OTHERS CAORIDA 34474
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 yWWy CWS.CC
SUBSTRATE SEE TABLE BY OTHERS P�O� SEE TABLEA MIN.EDGE DIST.
o MIN.EMBEDMENT LLJJ �0� 8400 PVC
PERIMETER SEALANT A SEE TABLE 1 INSTALLATION ANCHOR -
BYINSTALLER SEE TABLE 1 - fl CASEMENT
INSIDE AND OUT IUI MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER VO 1/4'MAX.SHIM III to
UI �O a _z O az3
PERIMETER SEALANT Z w J p Q FFw G w
PERIMETER SEALANT BYINSTALLER w Z O 2 w- H
BY INSTALLER INSIDE AND OUT o a U)3}o X 3 m
INSIDE AND OUT INSTALLATION ANCHOR Z 2=m Q w W OO 0
SEALANT BEHIND SEE TABLE I 00 Q=I-w
FLANGE BY INSTALLER SEALANT BEHIND U_r~/1-a~/n IL
BY INSTALLER Q 0 0 O j U
INTERIOR �g, HORIZONTAL SECTION C HORIZONTAL SECTION H LL 0 O LL Z
INSTALLATION ANCHOR - > Q 3 O w-=O-
SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE C 2 1-~�-Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Y O O_
LU ODD:7JOw U)w
- LLfpW 0JU)F-
NOTE:ADDITIONAL THRU-FRAME ANCHORSw�=a w O f m
0 a.x�>
(AS SHOWN IN DET.B/6)REQ'D AT THE HINGE w x x w 3 w
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. ~ D- w a
)EALANT BEHIND
1l4"MAX.SHIM x'05 Pµ�REW
FLANGE BY INSTALLER O :_p�.��C E....5e..�y
Z-: No 58201
PERIMETER SEALANT- MIN.EMBEDMENT * +
BYINSTALLER Z-O: ;it
SEE TABLE 1
INSIDE AND OUT �9: STATE OF W 2
O R 1 t3 O�r4i:
SEE
SUBSTRATE BY OTHERS
MIN.EDGE DIST. O
SEALANT UNDER SCREW ^ `,�
HEAD BY INSTALLER VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
z�
TABLE 1:APPROVED INSTALLATION FASTENERS nng 9/22/2017 ,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#LUCAS A.TURNERRNER
58201
FLANGF CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW ORGROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON 1• Y BYINSTALLER
14 -
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON v 1• 1" INSIDE AND OUT PH.941-380-1574
p HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2* 6 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 13/8• 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR RW FULL THREAD 7/16• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' MIN.1/4'FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPLIED DWG#:
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
SHEETFIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2"
7/16' SHOWN FOR FLANGE WINDOWS. 1:2 6 6