HomeMy WebLinkAboutProduct Approval (10) rl
'I-101 11H,
MIN I�Rlai 22225 1 nz--T—; o
BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Map Links Search
d Florida 4�D r��zd:'Z�I Product Approval
pr uio -9 USER: Public User
110
Product Approval Meng>Product or Application Search>Application List>Application Detail
FL# FL14850-112
Application Type Revision
Code Version 2014
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 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@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 Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
I-Vi Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Lucas 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
td) Validation Checklist- Hardcopy Received
Certificate of Independence FL14850 R2 COI EvalRep CWS-641B (FD-8750, IMP).pdf
Referenced Standard and Year(of Standard) standard Year
AAMA/WDMA/CSA I0I/I.S.2/A-440 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05
PA TAS/201/202/203 FILE COPY
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summag of Products
FL# Model,Number or Name Description
14850.1 FD-8750, Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710
Sidelite, Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14850 R2 II CWS-641B(FD-8750. IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
Other: Large Missile French Door w/Sidelights, Max. French FL14850 R2 AE DuPont PVB NOA 13-0129 27.pdf
Door 6'x 8', Max. Single Door Tx 8', Max. Sidelight 3'x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf
DP+/-70 psf. Glass complies to ASTM E3300-04. FL14850 R2 AE EvalReo CWS-641B(FD-8750. IMP),Qdf
FL14850 R2 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
Bacic fVext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Flodda 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 mall.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:
EChrcl:
Credit Card
Safe
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A.429779
Evaluation Report 641B
April 18,2015
Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8'
nominal panel size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW 440'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 5°i
Edition(2014)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-641 B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3761-1,4A,-113,4C,-2,and-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-64113, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-641B.
Limitations of Use: This product:
o May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes,
with glass types and max.glass daylight sizes as shown in CWS-641B
o Achieves design pressures of+/-70 p.s.f.
o Is Large Missile Impact Resistant and does not require the use of shutters
o May be used in the High Velocity Hurricane Zone
o Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer
(integrated or separate)diameter of 0.420"min.
o Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.02t
o Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t
o Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.02t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`"Ed. (2014)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.
0*
ti1t'�lin®myai f
`�� Py�Ri=ter rr*s
y Nf) 58201 4/18/2015
' Lucas A. Turner,P.E.
FL PE#58201
ST'A7F OF '
, 4 p -:*N Lucas A.Turner
d'r ' + � �" 2015-04-18 22:03-04:00
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �"""" """"'•
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
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
79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX. IN ASTM E 1996 PER THE FBC. www.cws.cc
SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4)
37 5/8"MAX. 33 5/8"MAX
PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 8700/10/50 PVC
26518" 225/8" w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR
GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT
4.LOCK OPTIONS:
I UP TO 6'8": ,� r
I —— 97" A.DOUBLE BORE W/TWO(2)INTERIOR FLUSH BOLTS.
MAX MAX. HANDLE SET @ 36" r F
UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. v �_
UNIT E HEIGHT HANDLE SET @ 34" Y w
HEIGHT E
C.MULTIPOINT(4 PT.)
C C tM 94 518" HANDLE SET @ 34' 11 w ¢ m
95 3/16" I 12 MAX, ABOVE 6'8":
MAX, X X FLUSH BOLT ON z
PANEL INACTIVE PANEL I PANEL A.HANDLEMULTIP S T(5 34 c� U Z
HEIGHT HEIGHT HANDLE SET @ 34' a co O
rrB c o CA
84 3/16" 11 83 5/8" 5.DESIGN PRESSURE RATING: $ $ z >
GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND s x O Q
SEE GLASS TABLES ASTM E-1300-04. a.w a F
DLO NOTE 4 I DLO POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w w
t INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. o o U
40"MAX.SINGLE a a w
DOOR WIDTH =) -
A D C 6.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
Qi7 37 5/8"MAX. K127 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m ¢ Z
PANEL WIDTH DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
FRENCH DOOR SIDELITE ANCHOR CALCULATIONS. �"AIDRE�►V
``
GLASS DLO %%`% P.......
A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ��``p�;:'�GErys'•GQ�i��
8 1/2. NOTE: NOT REQUIRED. ``JV; F••'•��n�y
HINGE SPACINGS ARE 8-1/2" No 58201
97" j FROM ENDS AND 20'MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS
MAX. 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD.
UNIT
HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710.
10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
9953/3/16' X ; B
HM .
EIGHT X=OPERABLE SASH,O=FIXED SASH
PANEL B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR x�
LOCATION.
18/2015
84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E.
GLASS SEE SEVERE WEATHER. FL PE#58201
DLO NOTE 4 1239 JABARA AVE.
13.QUALIFIED ALTERNATIVE T/DEADBOLT HARDWARE IS NORTH PORT,FL 34288
GRADE 2 BY PAMEX AND DELANY.
ELANY.
8 1/2' PH.941-380-1574
A 7 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION:
TABLE OF CONTENTS SINGLE DOOR NON-MULLED UNITS. GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES B ELEVATIONS.........4 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
GLAZING DETAILS....................................4
SECTION VIEWS....................................5-7 SINGLE ADE 09/08/11
BOM............................................................8 37-5/8"x 95-3/16"
ANCHOR SCHEDULE&NOTES..............10 DWG0: REV.:
EXTRUSIONS........................ .............. FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 B
10
INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE' SHEET
1:35 1 OF-12.
36 3/16" MAX. 151 3/8"MA7.UNIT WIDTH
SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 1900 SW
SYSTEMS
Illl vim✓//II
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
33 5/8" 37 5/8"MAX. W WW.CWS.CC
PANEL WIDTH PANEL WIDTH1
8700/10/50 PVC
97" SWING DOOR
UNNTI IMPACT
HEGHT
SIDELITE Q X X O PANEL r
HEIGHT HEIGHT o o
LINACTIVE
83 5/8"
W
SIDELITE SEE DOOR" w ¢ mGLASS NOTE4 GLASS U o z
DLO SHT1 DLO LL LL O
c o fA
N N Z W
ar a:
III 22 5/8" 26 5/8" a a ~
GLASS DLO GLASS DLO D-
w w
U
FRENCH DOOR w/SIDELITES o o w
> j O
m ¢ O
,��%sunorlt" z
i
115 3/16"MAX.UNIT WIDTH 76 3/16"MAX.UNIT WIDTH `% P..........'
36 3/16° MAX. 79" .`GP'V� 3F""RZ'•
SIDELITE W IDTH MAX.FRENCH DOOR WIDTH 36 3/16"MAX. 40"MAX.SINGLE %J
SIDELITEWIDTH DOOR WIDTH No 58201 '--P
33 516"MAX. 37 5/8" MAX. 33 � -
PANEL WIDTH DOOR WIDTH PANE MAX. MAX.
PANEL WIDTH DOOR WIDTH pro' �¢Z
UNIT MAX 9 faN A;'tt ,,��
HEIGHT UNIT
HEIGHT
94 5/8" 95 3/16"
411812015
94 5/8" PANEL LUCAS A.TURNER,P.E.
SIDELITE O X �( 95 3l16" SIDELITE O X HEIGHT FL PE#58201
HEIGHT PANEL HEIGHT 1239 JABARA AVE.
83 5/8" FLUSH HEIGHT NORTH PORT,FL 34288
BOLT 83 5/8" 84 3116" PH.941-380-1574
SIDELITE 84 3/16"
GLASS SEE INACTIVE SIDELITE DOOR
PANEL DOOR GLASS SEE GLASS SHEET DESCRIPTION:
DLO NOTE4 GLASS DLO NOTE4 DLO SHT 1 DLO SHT 1 GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
22 5/8° 26 5/8" 22 5/8" 26 5/8" ADE 09/08/11
GLASS DLO GLASS DLO GLASS DLO GLASS DLO Dwc#: REV.:
FRENCH DOOR w/SIDLITE SINGLE DOOR WSIDELITE �L—E-J'W -641 B
:35 2 OF 12
40" MAX.SINGLE 79' MAX.FRENCH DOOR WIDTH 36 3116" MAX. VCYUpLC4lL/UU(Y•
DOOR WIDTH SIDELITE WIDTH
WINDOW SYSTEMS
37 5/8" MAX. 37 5/8" MAX. 33 518" MAX.
PANEL W IDTH PANEL WIDTH PANEL W IDTH OCA A,FLORIDA
AVE.
OCALA,FLORIDA34474 -
26 5/8" 26 518" 22 518" W W W.CW S.CC
GLASS DLO 1 GLASS DLO GLASS DLO
—811/2" NOTE: 8700/10/50 PVC
HINGE SPACINGS
81" FLUSH ARE 8-i/2"FROM 81" FLUSH 81" SWING DOOR
MAX. BOLT UNIT 21 5/16" ENDS AND 21-5116" UNIT BOLT MAX.
IMPACT
MAX.O.C.UP TO HEIGHT HEIGHT
HEIGHT 81"UNIT HEIGHT.
79 3116" 78 5/8" �, r
79 3/16" PANEL p p PANEL
PANEL X HEIGHT X X HEIGHT a
HEIGHT
68 3/16" SEE 68 3/16" SEE GLASS o T
D OSS NOTE 4 DGLOSS NOTE 4 DLO w ¢ m
BHT 1 SHT 1
8 1/2" m m
LL LL
SINGLE DOOR FRENCH DOOR SIDELITE N N Z
w w
a a a
w w Or
U
U
UJ
7 7 0
[D Q Z
�IIIIl Iff111
1513/8"MAX UNIT WIDTH NDREW
1123/8"MAX.UNIT WIDTH *c P ......
36 3/16'MAX. 79"MAX.FRENCH DOOR W IDTH 36 3/16" MAX. 40"MAX.SINGLE ��OP:�� SF•.Py.�
SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH
r -{ No 58201
PANEL33 5/8"W MAX.
I PANEL W DTHI PANEL WIDTH r PANEL WIDTH `*'
r9�; STATE OF :��
81" FLUSH MAX. FLUSH �i�F O..10I'��_��,
MAX. BOLT UNIT BOLT 101111111111IP
HEIGHT 79 3(16"NIT HEIGHT D OR
DOOR DOOR
78 5/8" 78 5!8" PANEL /Z�
PANEL 4 8/2 5
SIDELITE O X X O HEIGHT SIDELITE X O HEIGHT
HEIGHT HEIGHT
LD
683/16" 68 3/16" LUCAS A.TURNER,P.E.
DOOR LD
DOOR FL PE#58201
SEE GLASS 1239 JABARA AVE.
NOTE 4 DLO GLOSS NORTH PORT,FL 34288
SHT 1
PH.941-380-1574
SHEET DESCRIPTION:
225/8" 265/8" GENERAL NOTES AND
GLASS DLO GLASS DLO 22518° 26518" ELEVATIONS.
GLASS DLO GLASS DLO
DRAWN BY.' DATE:
FRENCH DOORw/SIDELITES SINGLE DOORw/SIDELITES ADE 09/08/11
DWG#: REV.:
CWS-641 B
SCALE: SHEET
1:35 3 OF 12
GLASS TYPES �� �
MAX.UNIT WINDOW SYSTEMS
HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE.
1"OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474
97" B B B www.cws.cc
3/16"TEMPERED 3/16"TEMPERED
5116"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC
1/2" LAMINATED 7/16"LAMINATED SWING DOOR
3116"ANNEALED 3/16"ANNEALED IMPACT
10`�DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER
� r
3/16"ANNEALED 3/16"ANNEALED v v F
o r �
SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or
11 HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE W' o
w ¢ m
m p
LL LL
3W GLASS BITE 3/4"GLASS BITE o
3 3 N N Z W
sacOQ
10 10 a a CL
0 0
w w 2
O cn
W
m Q Z
71 1
2 2 ,��O�"Pp1G RE iv 4T �
G;.��........
E N S�GQ,i.�
i
No 58201F"
FL
:9�: STATE
R 1�.
s,ONA`% ,,`�
zz
4/18/ 015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
GLASS TYPE A GLASS TYPE B
DRAWN BY: DATE:
ADE 09/08/11
DWG a: REV.:
CWS-641 B
SCALE: SHEET
1:1 4 OF 12
INTERIOR WINDOW SYSTEMS•
68 7 4 38 45 46 61 68 7 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
21
64 35 8700/10/50 PVC
63 SWING DOOR
IMPACT
19 1 35 35
19 `T
5 54 = _ fro
64
29 1 1 moo }
U LL LL 0
q7 6 56 58 41 20 73 71 4 18 23 24 44 6 0 0
•a N N.Z
w W 0 cca a a~
❑ ❑ -
w w
U
a.
v o o LU
In
SECTION VIEW B-B a o
m ¢ z
��p►NunNr�
INTERIOR �`��,5 PtWREtiV Tl,"i��
60 38 30 31 EIJS�•.
�:• No 5S201 •:-�9
73
��• * �
ALTERNATE 1 ALTERNATE 2 ?'�'o: STATE OF :,4U¢``
71 cr ,�S a R 10
��rrrSIONAL
4 3 z2
4 8 20 5
MORTISE LOCK w/FLUSH BOLT 3z LUCAS A.TURNER,P.E.
5 MULTIPOINT LOCK FL PE#58201
g 1239 JABARA AVE.
70 59 NORTH PORT,FL 34288
PH.941-380-1574
14 56 SHEET DESCRIPTION:
69
SECTION VIEWS
55 6 SINGLE DOOR
ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE:
56 35 5051 10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11
ITEMS NOT USED IN VERSION SHOWN: DWG R: REV.:
CWS-641 B
SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65.66,72,76
sCALE: SHEET
1:2 5 OF 12
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR 8700/10/50 PVC
SWING DOOR
7 61 35 I
3 35 65 41 66 14 14 34 35 61 68 7 IMPACT
21 v `vF
o o
Y W ..
Lu }
W < f�
mC EJ m m °
LL LL
C O (n
N N Z W
W W O IZ
a a
w F-
❑ ❑ a
w cc
U
7 � O
19 3 4 4 1 73 4 30 31 3 66 20 13 35 4 2 73 1 4 12 18 19 24 44 6 m ¢ Z
SECTION VIEW C-C .`%y0PNDRESMSTG��'�
VP.•�-�GEA1SFs;Q,y�y�
v:• No 58201
STATE OF :�w
ONA„Siff 0% ��`�
zx
4/18/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
FRENCH DOOR
NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE:
TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11
DWO#: REV.:
ITEMS NOT USED IN VERSION SHOWN: CWS-641 B
8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76
SCALE: .SHEET
1:2.5 6 OF 12
J
I
INTERIOR 53 g WINDOW SYSTEMS
53 6
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8700/10/50 PVC
SWING DOOR
s IMPACT
40
19
62
Q
25 ICI 42 O r O
5
T iAl w ¢ m
40 19 42 4 47 73 Il to
ca O
� LL
SECTION VIEW E-E < �2
N N Z W
Q cc0 �
7 V a a F'
0 0 a
w w cc
SEALANT APPLIED TO o o m
3 62 8 15 ADJOINING FACES ? a- o
BYINSTALLER
m ¢ 0
INTERIOR +++++NDREW�,'A,
#10 HEX WASHER HEAD TEK
JOINING DOOR FRAME TO SIDELITE. �`JV; F•�':ytn�:
6"FROM TOP AND BOTTOM No 582D1 :1�
17"MAX.O.C. o
�ro: ,saa
STATE OF
P
4 R "If
`s�++��
Liu 8/2015
5 52 LUCAS A.TURNER,P.E.
SEALANT APPLIED TO #10-24 x 1-3/4"TYPE F FL PE#58201
ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE-
b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
g ATTACHED SIDELITE
ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE:
SECTION VIEW D-D 10-11,16,22,28,43,57 AIDE 09/08/11
ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.:
1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 B
SCALE: SHEET
1:2 7 OF 12
PARTS LIST
ITEM PART# DESCRIPTION MATERIAL VENDOR C, � •1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK
2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK WINDOW SYSTEMS
— 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK
1900 SW 44TH AVE.
4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK OCALA,FLORIDA 34474
5 H-1861 REINFORCEMENT,HORIZ ALUM KEYMARK WWW.CWS.CC
6 H-1878 MAIN FRAME,SILL ALUM KEYMARK
7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 8700/10/50 PVC
8 H-1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK SWING DOOR
9 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK
10 P-3039 SETTTING BLOCK,1/8 X1 X2 FRANKLOWE IMPACT
11 SIAKFLEX552 or PURFECT GLAZE"H" SIKA-HENKEL
12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL ,� r
13 P.3511 SCREW#8 x 518"SQ.PAN TEK @ TIEROD BRKT FASTENAL F
14 P-3587 SCREW#8 X 1",PH FLAT TEK @ ASTRAGAL INSERTLOCK FASTENAL r
15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK @ SIDELITE FASTENAL o = o
16 P-4146 SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM I FASTENAL � uw
o }
17 P 4278 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB w ¢ m
18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE @ PANEL FASTENAL rn
19 P-4774 WSTP,BULB/LEAFS,PANEL AMESBURY m m z
20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN LL LL
21 P-4794 SCREW#8 x 5/8"SQ.FLAT TEK @ WSERTATTACH FASTENAL a a Z >
Lu
22 P4802 ALL THREADED ROD(TIE ROD) McMASTER a: ccw w O cc
23 P4807 HINGE,GUIDE HOPPE a CL ~
a
24 P-480II P4809 HINGE,SET HOPPE w w rL
25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE I AMESBURY o 0 of
26 P-4863 LOCK STRIKE PLATE PADDOCK w
> > o
27 P-4864 RHINO STRIKE PLATE PADDOCK
28 P 4866 GUIDE,71E ROD NYLON M&M °D ¢ Z
29 P-4871 TIE ROD BRACKET ZINC SULLIVAN
30 P-4885 SHOOT BOLT,TOP PADDOCK 31 P-488 SHOOT BOLT,BOTTOM PADDOCK ,,,��y�PN 'le OREW
32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK `�:JVQ':0�G�NSF•.�A,y�
32 P-4884 LOCKBAR,MULTI-POINT,SET,8 FT PADDOCK
No 58201 ';P
32 P-4901 LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK
32 P-4902 LOCKBAR,INACTIVE,6-8 FT PADDOCK
33 P-4903 HANDLE SET,ACTIVE PADDOCK 'pQ STATE OF :��
34 P-4905 HANDLE SET,INACTIVE PADDOCK
LB SEAL,@DOOR SC 36 P-4917 CAP, STRAGAL,,OUTSIDE NYLON M&M EL 5/ts ONA;o����`
37 P-4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M
38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M
39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M
40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E.
41 P-4927 GUIDE,FLUSH BOLT NYLON M&M FL PE#58201
42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE.
43 P-4933 NUT,3/8"-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER NORTH PORT,FL 34288
44 P-4934 SCREW,#12-24 X 1/2",PH FLAT,MS,@ HINGE FASTENAL PH.941-380-1574
45 P-4936 DOOR KNOB,ACTIVE PANEL DELANY
SHEET DESCRIPTION:
46 P-4937 DEADBOLT,ACTIVE PANEL DELANY
47 P-4969 SCREW,#10 X 2"REINF.ATTACH. FASTENAL
48 P-4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE:
49 P-5127 SCREW,412 X2%PH PAN,SMS,ANCHOR FASTENAL ADE 09/08l11
50 P-5130 GASKET,DOORSILL,FRONT FOAM HO PRODUCTS
DWG#: REV.:
ALTERNATE APPROVEDLOCKSETS: CWS-641 B
PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET
1:1 8 OF 12
4 9/16"� 1 314"—�{ 2 3/4"—1 2 7/16"
WINDOW SYSTEMS
1 2 59 1900 SW 44TH AVE.
13/16" 64 WWW.CWS.CCA34474
1 7/16° 71 1/16" 9/6"
1/16° 7
THRESHOLD-1783 HEAD COVER-1840
DOOR HEAD-1833 45/16" 8700/10/50 PVC
5/8" SWING DOOR
v1s" ��21/a"— y 3 y IMPACT
1/4" I
49/16" 61 T 1 60
5/16" r
7-- u�
11/16" 6 i 1/16" FILLER-1784 tW-
l� REINFORCEMENT-1857 FRAME COVER-1806 CD o
5/8. 1 w
DOOR SILL-1878 2 5/8"— 2 3/8"
w a m
PVC DOOR PANEL-6083
3 11" 62 il
1 1/16" 3 m m
�49/16" �{ r11/2" 3/'" 1/i6" o >
I PVC GLAZING BEAD-6084 a �+ Z W
7 ElSIDELITE COVER-1816 a a ¢
I 5 4 5/16" o o a
1 9/161, a ¢ V
CD
1/16" 215/16" 1/16" 1/16" _ ? o
1 15/16"
DOOR JAMB-1880 3/4" 5/, 63 m ¢ z
L 69 �`tpunrrrrrr
49/16" —y REINFORCEMENT-1861 REINFORCEMENT-1858 1/16" DRIP CAP-1817 ,,`,+��p......S1;�--6'
I BASE SWEEP-1915 JGP:v�CENSF•.�y�y�
No 58201 ';P
r 11/2" �11/2"1
8 I 3/4"
21/2" � 1L1)� Q ?:P STATE OF
ICJ I68 70 ,0•.�R
1/16" 2 15/16" 4 2 15/16" 6 13116" 1/16" 13/1�6" 1/16" ,'����SS'/pNAL� ��=,,
1/16" 1/16" DRIP COVER-1916 y
SIDELITE-1881 11
INSERT,BACK-1865
4/18/ 015
L L LUCAS A.TURNER,P.E.
REINFORCEMENT-1860 FL PE#58201
4 9/16" REINFORCEMENT-1862
1239 JABARA AVE.
NORTH PORT,FL 34288
3" 9116"---{---i PH.941-380-1574
g � �
21/16" 13/4"� SHEET DESCRIPTION:
66 11/16 6
1/16" � 65 1 1/16^ EXTRUSIONS
1/16"
2^ 1 1/1
1/8^ INSERT,FRONT-1864 DRAWN BY: DATE:
SIDELITE-1900 ADE 09/08/11
INSERT,INACTIVE PNL-1849 DWG R: REV.:
ASTRAGALCOVER-1859 CWS-641 B
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12
WINDOW SYSTEMS
ANCHOR @ MIDSPAN(TYP.) 4"m P') 1900 SW 44TH AVE.
4"(Tl P.) OCALA,FLORIDA 34474 '
6" MAX (TYP) ANCHOR @MIDSPAN(TYP.) WWW.CWS.CC
6°MAX.(TYP,) IF 6" MAX.(TYP.) �{ 4" (TYP.)
.2"(TVP.)'WOOD/METAL 6„�.(TYP.)�-I IyJIOr 4"(fYR sir--2" (TYP.)'WOOD/METAL
!�SEE NOTE 2 SEE NOTE 2 8700/10/50 PVCSWING DOOR
IMPACT
17'MAX
MAX.O.C. T' r
(TYP,) INSTALLATION O.C.(TYP) INSTALLATION r F
O X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) o T o
w
w ¢ m
m m
LL LL
? O (n
N N Z W
I a n¢ 2 Q
I V V U V o o a
SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE a < U
m
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) > > o
m ¢ OZ
CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. tyslllu+ll
�PNOR..Ml i��i',
".." EA C S�..,-
�r: Nocc
56201 :15'
NOTES: 9� STATE OF :��Z
4.
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 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 4 8/ 0 5
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 LUCAS A.TURNER,P.E.
MUST 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 NORTH PORT,FL 34288
MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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:4"FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE:
ADE 09/08/11
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. DWG a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B
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) 1:8 10 OF 12
TYPICAL HEAD ANCHORAGE
MIN.EDGE DIST. INTERIOR 1/4"MAX.SHIM
SEE TABLE 1 MIN.EMBEDMENT WINDOW SYSTEMS
SEE TABLE 1 1900 SW 44TH AVE.
CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS t AROUND PERIMETER AT ALL INDICATED www.cws.cc
SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST.
SEE TABLE 1 8700/10/50 PVC
INSTALLATION ANCHOR SWING DOOR
PERIMETER SEALANT SEE TABLE 1 IMPACT
BY INSTALLER 1/4"MAX.SHIM
INSIDE AND OUT ¢2 r
INTERIOR d v F
� � o
CONTINOUS DBL 1/4"BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR `1 w
AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 w ¢ m
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER. HINGE MIN.EDGE DIST. Z
SEE TABLE 1 z
m LL
O (n
O O
PERIMETER SEALANT BY INSTALLER a ` Z W
INSIDE AND OUT HINGE MIN.EMBEDMENT w w O CC
PERIMETER SEALANT a
SEE TABLE 1 a a
BY INSTALLER SUBSTRATE BY OTHERS w w ¢
INSIDE AND OUT SEE TABLE 1 r r U
/ B 1 HORIZONTAL SECTION < < m
11 TYPICAL JAMB/HINGE ANCHORAGE CL Q- o
MIN.EMBEDMENT m ¢ Z
SEE TABLE 1
SUBSTRATE BY OTHERS �1'111118rrap�
SEE TABLE 1 ��`�PS PNGEIJS•TG�Q�4
V
MIN.EDGE DIST. 213116 8 1/2" (TYP) �,•'� No 58201 :�11
SEE TABLE 1 ANCHORS THRU
A VERTICAL SECTION HINGE(TYP.) LLL 9; ¢
11 TYPICAL SILL ANCHORAGE 90 STATE OF :��'
OR 10.0
SUBSTRATE TYPE TABLE 1:APPROVED INS ALLATION FASTENERS MIN.EMBEDMENT MIN.EDGE DIST. ���SS�D .....\=``
CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-/4" 2-1/2" y
HOLLOW OR GROUT FILLED CMU(ASTM G90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" 21 5/16"MAX. i-�
2015
2XMIN.SOUTHERN PINE(G=0.55) 114"ELCO ULTRACON 1-3/8" 7/8" SEE NOTE 4 B/
2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" LUCAS A.TURNER,P.E.
PE
16 GAUGE(0.060°)MIN. #12-14 HILT]KWIK-FLEXOR ITW FULL THREAD # A Al
1/2" 1239 39 JABARA AVE.
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288
1/8-ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD HINGE SPACINGS ARE: PH.941-380-1574
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 8-1/2" FROM ENDS SHEET DESCRIPTION:
HINGE ANCHORS INTO CONCRETE(2.65 KSI MIN.) 3116"ELCO ULTRACON 1-3/4" 2-1/2" 21-5/16"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. INSTALLATION DETAILS
20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. DOOR
HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16°ELCO ULTRACON 11/4" 2-1/2"
CMU(ASTM C-90) DRAWN BY: DATE:
HINGE ANCHORS INTO 2X MIN.SOUTHERN #10 WOOD SCREW 1-3/8" 7/8"
PINE(G=0.55) L ADE 09/08/11
HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILT]KWIK-FLEXOR ITW FULLTHREAD 1/2" DWG#: REV.:
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" HINGE LAYOUT CWS-641 B
HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" 1:30 §CALF: SHEET
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 11 OF 12
TYPICAL HEAD ANCHORAGE INTERIOR 1/4"MAX.SHIM (�(SL�VL4W/LIUCY•L/ef/�
MIN.EDGE DIST.
MIN.EMBEDMENT WINDOW SYSTEMS Ili/�✓/�i
SEE TABLE 1,SHT 11 CONTINOUS DBL 1/4"BEADS OF SEALANT SEE TABLE 1,SHT 11 1900 SW 44TH AVE.
AROUND PERIMETER AT ALL INDICATED OCALA,FLORIDA34474 '
SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE WWW.CWS.CC
SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST.
SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC
INSTALLATION ANCHOR SWING DOOR
PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1,SHT 11 IMPACT
BYINSTALLER
INSIDE AND OUT u2 r
T v w
INTERIOR . 5 r o
CONTINOUS DBL 1/4"BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w ¢ m
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11
BY INSTALLER.
m
LL LL
CD
La o (n
PERIMETER SEALANT BY INSTALLER Lu
cc cc
PERIMETER SEALANT INSIDE AND OUT a a
BY INSTALLER SUBSTRATE BY OTHERS w w EL
INSIDE AND OUT SEE TABLE 1,SHT 11 K-D HORIZONTAL SECTION o o m
MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE o
SEE TABLE 1,SHT 11 IM
SUBSTRATE BY OTHERS m ¢ Z
SEE TABLE 1,SHT 11
�y Pr;D...W T,,i
MIN.EDGE DIST. 4,0 �OENSFGPytn
SEE TABLE 1,SHT 11 No 58201
/_t; VERTICAL SECTION
*: k :*:
12 TYPICAL SILL ANCHORAGE
^ 0- ;2E
0: STATE OF :�11!'
ONA
zZ
18/20 5
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
SIDELITE
DRAWN BY: DATE:
ADE 09/08/11
DWG B: REV.:
CWS-641 B
SCALE: SHEET
1.2 12 OF 12