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FL# FL14850-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44t Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.c
Authorized Signature Kevin Pine
kpine@cws.c
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34 74
(352)368-6S22 Ext 291
jlathrop@cwsl.cc
Quality Assurance Representative Arturo Monte terde
Address/Phone/Email 1900 SW 44t i Ave
Ocala,FL 34,474
(352)368-6G 22 Ext 221
amonteverde@cws.cc
Category �Exterior Doo
Subcategory nging Ext Brior Door Assemblies
Compliance Method Evaluation Rport from a Florida Registered Architect or a Licensed Florida
Professional ingineer
❑ Evaluatio i Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas 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. Ur ch,PE
Validatio Checklist-Hardcopy Received
Certificate of Independence COI EvalReport641C.pd
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDM CSA 101/I.S.2/A-440 2005
ASTM E1886I-05 2005
ASTM E1996I-05 2005
PA TAS/201 202/203 1994
Equivalence of Product Standards
Certified By
https:/Avww.floddabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDquHl F:zfePouW7oG1 iYGF3pWxOcPHYdVvGbM8R4n%2f4OfQfg%3d%3d 1/2
1/4/2018 Floddla Building Code C Mine
Sections from the Code
Product Approval Method Method 1 Opt on D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name D scription
14850.1 FD-8750,Impact. F -8750 French Door,SD-8700 Swing Door,SLT-8710
Si elite,Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes -
Approved for use outside HVHZ:Yes V rifled By: Lucas Turner 58201
Impact Resistant:Yes C eated by Independent Third Party:Yes
Design Pressure:+70/-70 Ei aluation Reports
Other:Large Missile French Door w/Sidelights,Max. French E.14850 R3 AE EvalReport641C.odf
Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight 3'x 8',DP C eated by Independent Third Party:Yes
+/-70 psf. Glass complies to ASTM E1300-04.
Back N -t
Contact Us:: Phone:850-487-1824
The State of Florida Is an AA/EEO employer. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall a ddress 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 yc u have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Char ter 455,F.S.must provide the Department with an email address if they have
one.The emalts provided may be used for official communication with the licensee.Hov rever 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 ava table to the public.To determine If you are a licensee under Chapter 455,F.S.,,
please click
Product ApproveI Accepts:
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i
"Qredit:j and
https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquHlF2fePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f4OfQfg%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 641C
August 28,2017
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 446'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 omplies with the requirements of the 6ffi
Edition(2017)Florida Building Code including the High Velocily Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 abara Ave.,North Port,FL
2) Approval drawing CWS-641C, signed and sealed by Lucas A-Turner,P.E.
3) Test Reports NCTL-210-3761-1,4A, -1B, 4C,-2,and 2A from National Certified Testing
Laboratories, Orlando,FL signed and sealed by Gerard.".Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994, A/WDMA/CSA 101/I.S.2/A440-
2005, and ASTM E 1886/1996 2002/2005
4), Supplemental Calculations to support CWS-641 C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval doc went CWS-641 C.
Limitations of Use: This product:
•. May be used in up to 79"x 97"XX sizes,40"x 97"X s Lzes, and 36 3/16"x 97" Sidelite sizes,
with glass types and max. glass daylight sizes as shown CWS-641C
• Achieves design pressures of+/-70 p.s.f.
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Anchors indicated in CWS-641 C shall be pan or hex he d type and shall have a head or washer
(integrated or separate) diameter of 0.420"min.
• Requires Kuraray(Dupont) SentryGlas Interlayer per 'ami-Dade N.O.A. #14-0916.1 It
• 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.#17-0206.1 Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have,nor do I int 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.
VV
Lucas Turner , �: N 58241 8/28/2017
2017-08-30 * * =* Lucas A. Turner, P.E.
17:06+20:00 ��: '�= FL PE#58201
-9 SATE OF
O R 1 .•'���.`
0.
.......
GENERAL NOTES: umno
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 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
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. 8700/10/50 PVC
PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING
26 5/8" 22 5/8" 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:
UP TO 6'8': z ¢
-- 97" A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. g p w O W w O p
97" MAX. HANDLE SET @ 36" z W-10 ¢ p w
MAX. UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. w z O z ~
UNIT E HEIGHT HANDLE SET @ 34" o ¢ ?�}O 0: m
D- F-w zI-� _
HEIGHT E C.MULTIPOINT(4 PT.) z z=m¢
C C D 94 5/8" HANDLE SET @ 34" U U m 0 V 1-v~i wa
95 3/16" I 12 MAX, ABOVE 6'8": Z m?
PMA EL X X INACTIVE PANEL I 4O HE GENT A HANDLE S TOINT(@ 34, ¢ O z_V u)z O LL U
HEIGHT ~ O w LLMO z
> ¢3pwF=O_
B 5.DESIGN PRESSURE RATING: ¢ Of }j O 6
SG4 3/16" 11 �3L AS18.
" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND rii O p to p w ro w
S SEENOTE 4 DLO GLASS TABLES ASTM -1300-W0T70. a z=a =0 v�
DLO I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
I INFILTRATION TEST PRESSURE AND GLASS TABLES 0 w~a w rn
40" MAX.SINGLE ASTM E-1300-04e01/09. Q. Q.
A DOOR W IDTH D C 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED d``1p10RElN,'f!i
11 37 5/8" MAX. 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR ��` P T ���
PANEL WIDTH DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ��` �:�"..........CEN "•GHQ 0i�
FRENCH DOOR SIDELITE ANCHOR CALCULATIONS. :J '" i"10
26 5/B" : No 59201 L 41 S
GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
81/2" NOTE: NOT REQUIRED. fl" :it=
HINGE SPACINGS ARE 8-1/2" 'Q�: STATE OF :,Au:
97" FROM ENDS I 7""UNIT HEIGHTND 20"MAX . 8 ARE PROCESSED AND ASSEMBALL ES ARE PROCESSED LED VIA TIE ROD.D SCREWED OGETHER. PANELS �� '; �'
MAX 20" FOR 81"TO 9
UNIT Si�NA Epi`•
HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710.
10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
953/16' I X=OPERABLE SASH,O=F00=D SASH
MAX.
PANELB X I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR
HEIGHT LOCATION.
9/22/2017
84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E.
GLASS SEE SEVERE WEATHER.
DLO FL PE#58201
NOTE 4 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS 1239 JABARA AVE.
GRADE 2 BY PAMEX AND DELANY. NORTH PORT,FL 34288
H8112- PH.941-380-1574
A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRPTION:
NON-MULLED UNITS.
GENERAL NOTES AND
TABLE OF CONTENTS SINGLE DOOR
ELEVATIONS
GENERAL NOTES&ELEVATIONS........1-3 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING LucasTurner DRAWN BY: DATE:
GLAZING DETAILS....................................4
SECTION VIEWS.........................-...........5-7 SINGL - - ADE 09/08!11
BOM............................................................8 37-5/8"x 95-3/16" 13:18-04:00 DWG#: REV.:
EXTRUSIONS.............................................9 FRENCH CL+/- 0 PSF LARGE MISSILE IMPACT cws-sal c
ANCHOR SCHEDULE&NOTES..............1 O
INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8")o 94-5/8" 50'�E' SHEET
1:35 1 OF 12
36 3/16"MAX 151318" MAX 7UNIT WIDTH goom
SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
335/8" 375/8' MAX. WWW.CWS.CC
PANEL WIDTH PANEL WIDTH
8700/10/50 PVC
9r SWING DOOR
IT N
UIMPACT
UNIT
HEIGHT
945/8° 953/16' F ❑w0 (Dwp❑
SIDELITE Q X X O PANEL w z O Z of--�-
HEIGHT HEIGHT ❑ Qm O 0:3:m
H
BOLTZ Zx� HLuo=
83 518' ON
843/16" 0 OF OFVa.=�Of
SIDELITE LNOTE
EE INACTIVE DOOR y? ~y a
GLASS 4 PANEL GLASS _ Z❑Z O 0 V�j Z U N
DLO T 1 DLO ¢ I=-u �0 0 u.
} ¢�Ow2=Oz
00�}�30�
22 5/8" 26 5/8" Z m wO
12
GLASS DLO
GLASS DLO FRENCH DOOR w!S DELITES O w�O a=�
a
p!1OREW hi
..........
G ENSF 04
No 58201
115 3/16"MAX.UNIT WIDTH 76 3/16" MAX.UNIT WIDTH *:
363116"MAX. 79" 36 3/16° MAX 40' MAX SINGLE b
SIDELITE WIDTH MAX.FRENCH DOOR WIDTHSIDELITE WIDTH DOOR WIDTH 9' STATE OF :�4I'
33 5/8" MAX. 37 5/8" MAX. 33 5/8' MAX. 37 5/8"MAX 4 O At
PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH ���i�s�0[.JA`Ea`���
I
97" 97'
MAX. MAX.
UNIT UNIT
HEIGHT HEIGHT
9/22/2017
94 5/8" 953116'
94 5/8" PANEL LUCAS A.TURNER,P.E.
SIDELITE Q [NOTE
�( 95 3/16" SIDELITE UNOTE
X HEIGHT FL PE#58201
HEIGHT PANEL HEIGHT HEIGHT 1239 JABARA AVE.
83 5/8' FLUSH NORTH PORT,FL 34288
SIDELITE BO 84 g/18" 83 5/8" 84 3/16" PH.941-380-1574
GLASS INACTIVE DOOR GLASSIDELS
TE DOOR SHEET DESCRIPTION:
PANEL GLASS GLASS GENERAL NOTES AND
DLO GLASS DLO DLO
DLO ELEVATIONS
I �A -111DRAWN BY: DATE:
22 5/8" 26 5/8" 225/8' 26 5/8" ADE 09/08/11
GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG REV.:
SINGLE DOORw/SIDELITE CWS-641 C
FRENCH DOOR w/SIDLITE SCALE: SHEET
1:35 2 OF 12
40" MAX.SINGLE 79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX
DOOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS
37 5/8" MAX. 37 5/8" MAX. 33 5/8" MAX 1900 SW 44TH AVE.
PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474
26 5/8" 26 5/8" 22 5/8" W W W CW S.CC
GLASS DLO GLASS DLO GLASS DLO
81/2, NOTE: 8700/10/50 PVC
HINGE SPACINGS
81" MAX
FLUSH ARE 8-1/2"FROM MAX FLUSH 8SWING DOOR
MAX BOLT 21 5/16• ENDS AND 21-5/16" UNIT BOLT UNIT IMPACT
UNIT MAX,O.C.UP TO HEIGHT HEIGHT
HEIGHT 81"UNIT HEIGHT.
79 3/16" 78 5/8"
79 3/16' PANEL p PANEL z <Z3:
0
PANEL p X HEIGHT X X HEIGHT 0 Z w J o ¢w❑0
HEIGHT w z O z D_=?H
68 3/16" 68 3/16° 67 5/8" ❑ ¢rn 3}O w�m
GLAIL
SS SEE GLASS NOTE 4 DOSEE SS z Z=m¢�w p O
DLO NOTE BHT 14 DLO SHT1 0 c0i(0�0aFya
Z❑ z-(0?zf-�cn
81/2" ¢ OZVyZO 0
> Q3:0 w - LL
2 0 Z
SINGLE DOOR FRENCH DOOR SIDELITE � }�w—0.
mw 0-0n -
a.
a _
cc w w3:wm
a D- CC
�Pp1DRELy TGO�i
�.`GP.•0%GE►J34p%lil
151 3/8" MAX UNIT WIDTH �t• No 58201 '.,P112 3/8"MAX.UNIT WIDTH * ;�
36 3/16" MAX. 79' MAX.FRENCH DOOR WIDTH 36 3/16"MAX 40" MAX SINGLE a i
SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH 13. STATE OF ;,ttU`
PANEL W IDTH PANEL WPI TH PANEL WIDTH PANEL W IADTH �� F�0
10
81" FLUSH MAX FLUSH
MAX. BOLT UNIT BOLT
UNIT HEIGHT 79 3/16"
HEIGHT 79 3/16" DOOR x
78 5/8" DOOR 78 5/8" PANEL
PANEL
SIDELITE 0 �( p X HEIGHT SIDELITE o �( HEIGHT 9/22/2017
HEIGHT HEIGHT
67 5/8" 68 3/16° 168 3/16" LUCAS A.TURNER,P.E.
DOOR 67 5/8" FL PE#58201
SIDELITE SEE GLASS SIDELITE DOOR 1239 JABARA AVE.
GLASS NOTE 4 DLO GLASS GLASS NORTH PORT,FL 34288
DLO SHT 1 DLO DLO PH.941-380-1574
SHEET DESCRPTION:
22 5/8" 26 5I6" 22 518° 26 5/8" GENERAL NOTES AND
GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS
DRAWN BY: DATE:
FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11
DWG#: REV.:
CWS-641 C
SCALE: SHEET
1:35 3 OF 12
GLASS TYPES 9simo
MAX.UNIT
HEIGHT SIDELITE SINGLE FRJXCH 1900 SW 44TH AVE.
1"OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474
97" B B CB WWW.CWS.Cc
3/16"TEMPERED 3/16"TEMPERED
5/16"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC
1/2' LAMINATED 7/16'LAMINATED SWING DOOR
3/16"ANNEALED 3/16'ANNEALED IMPACT
10 DUPONT PVB INTERLAYER MQ SENTRY GLASS IONOPLAST INTERLAYER z ?' ¢z
3/16"ANNEALED 3/16"ANNEALEDz w�O w w W
o
w zOz o:k��-
QUANEX DURASEAL QUANEX DURASEAL SIKA-SIKAFLEX 552 or g F W§}O it�2
IG SPACER 11 SIKA-SIKAFLEX 552 or IG SPACER 11 z z w Zd
HENKEL-PURFECT GLAZE"H" HENKEL-PURFECT GLAZE"H" O O�-O �w O O
ZU -U) a•�t~na
z
d ZZ~7y
OV` (OZO 0
I.—LLMQLLZ
3/4•GLASS BITE 3/4"GLASS BITE } ¢3:O w–F O–
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. 10 10 0
00 }030
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f No 58201 •;�%�;
91STATE OF :W
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zz
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESORPTION:
GLAZING DETAILS
ED
GLASS TYPE B DRAWN BY: DATE:
ADE 09/08/11
DWG#: REV.:
CWS-641 C
SETTING BLOCKS PER FBC 2411.3.3.1 11E: SHEET
1:1 4 OF 12
INTERIOR WIN�����
68 7 74 38 45 46 61 68 7 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
1
sa 3s 8700/10/50 PVC
SWING DOOR
s3 IMPACT
19 1 35 35
E:l19 ? aZp
5 .54 Z w�❑ ❑w
O KOK O�Zm
64 Q �}Z �-
9 1 1 O OX'01 -�LL1Q'
U CIOFZIFlu)iIL
� U OO Z-7'Zf-Ofn
a OZOyZOuV
> M�Owpxo—
4 6 56 58 41 0 3 1 4 18 3 4 44 67 Q .lq U~Z fA
O ~} 3 0 z
Z
~w w wm
d Cc D
SECTION VIEW B-B ,`pau111"'
0Pt,IOREW T�i4i
INTERIOR �;� No 58201 •�-
60 38 3031 :roi ¢�
STATE OF
� �4�'��'F<O A 1 OP G�'��`•
3 ALTERNATE 1 ALTERNATE 2 �''�SiONA�E;:•`��
1
9/22/2017
5 MORTISE LOCK w/FLUSH BOLT 3 MULTIPOINT LOCK LUCAFL P TURN01 P.E .
9 1239 JABARA AVE.
NORTH PORT,FL 34288
0 59 PH.941-380-1574
14 56 SHEET DESCRIPTION:
89 SECTION VIEWS
55a 6 SINGLE DOOR
ITEMS NOT SHOWN FOR CLARITY. DRAWN Br: DATE:
56 35 50 51
10-12,13,15-17,22,43.48,54,57-58 .. ADE 09/08/11
DWG#: REV.:
ITEMS NOT USED IN VERSION SHOWN: CWS-641 C
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
WIN�UU(y���
1900 SW 44TH AVE. II
OCALA,FLORIDA 34474
W W W.CWS.CC
INTERIOR 8700/10/50 PVC
SWING DOOR
7 61 35 33 3 35 65 41 66 14 14 34 35 61 68 7 IMPACT
z
1 I-
i-3 Lu QwSo
w zOz WME
O IQ-W3}z-O :2R
z zx�¢�wp0
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�Gpr�,.��G ENs�.ti
No 58201 ��•
SECTION VIEW C-C =*e
STATE OF J%U
zz
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
SECTION VIEWS
FRENCH DOOR
DRAWN BY: DATE:
NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: ADE 09/08/11
- TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57
DWG#: REV.:
ITEMS NOT USED IN VERSION SHOWN: CWS-641 C
8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76
SCALE: SHEET
1:2.5 6 OF 12
wbm
53 6 INTERIOR 53 (6) WINDOWSYSTEM
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8700/10/50 PVC
SWING DOOR
s IMPACT
40
z aZ0
z Lu 81
5 4 4t7LTJ C O ;_<3U) }zO
5 M Z zX: Q WOO
O OF-OV�=Ox
U UUP al--.via
40 19 4 4 47 72 3 4 zo z�j�Zl-..oto
2?LL200LLU
SECTION VIEW E-E3 O F�H O Z
V Z
OoXZOO W vJ W
F-a
CL w0 axWW
SEALANT APPLIED TO CL F a X CL
ADJOINING FACES
6 8 15 BY INSTALLER ,,��µrm4rrrr
��,.� PNDREW
INTERIOR v: No 58201 •t�95 S
#10 HEX WASHER HEAD TEK
JOINING DOOR FRAME TO SIDELITE. =roc ta:
6"FROM TOP AND BOTTOM '9 STATE OF •14
17"MAX.O.C. %Ott••,
{ SFS 0R1 ;
a7
zx
V 9/22/2017
5 5 LUCAS A.TURNER,P.E.
9 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 ADE 09/08/11
ITEMS NOT USED IN VERSION SHOWN:
DWG 0: REV.:
1-3,6-15,17-18.20-21,23-24,26-27,30-39.41,44-46,48-52,64-56,58-61,63-71,74-76 CWS-641 C
SCALE: SHEET
1:2 7 OF 12
PARTS LIST PARTS LIST ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR1 H-1833 MAIN FRAME HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTSum2m
2 H•1857 ASTRAGAL INACTIVE FD PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X 1-/4"FLAT SQUARE TYPE F @ HINGE FASTENAL
3 FI-1858 ASTRAGAL ACTIVE,FD PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS 1900 SW 44TH AVE.
54 P-5157 SCREW#10-24 x 1/2",FI Undercut PH,18-8SS @ KEEPER FASTENAL OCALA,FLORIDA 34474
4 H 1860 REINFORCEMENT VERT. ALUM KEYMARK WWW.CWS.CC
5 H-1861 REINFORCEMENT HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM
6 H•1878 MAINFRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB
7 H-1880 MAINFRAME JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4"HEXWASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC
8 H-1881 MAINFRAME SIDELITE DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR
9 H-1900 MAINFRAME SIDELITE JAMB HEAD SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK
60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT
10 P-3039 SETTTING BLOCK 85 OUR 1/8 X 1 X 2 RUBBER FRANKLOWE
11 SIKAFLEX 552 or PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK
12 P-3503 SCREW#8 X 1/2"PH TRUSS SS 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK ASTRAGAL CAP FASTENAL z U a z
13 P-3511 SCREW#8 x 5/8"SQ PAN TEK TIEROD BRKT FASTENAL 63 5-1817 DRIP CAP ALUM KEYMARK z w J❑O < z w
64 S-1840 COVER,HEAD,ANCHOR ALUM KEYMARK w z O z 0:--F-
14 P-3587 SCREW#8 X 1" PH FLAT TEK ASTRAGAL INSERT LOCK FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK g a(o }O 0:�:m_
15 P-3767 SCREW #10 X 1"HEX HEAD TEK 0 SIDELITE FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARKz z z
16 P-4146 SCREW#8 X 3/4 PHIL FLAT SS TEK fl SIDELITE SHIM FASTENAL 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK O O F O C-�w OO'w
17 P-4278 FUZZY PAD .200"x 1.250"W/ADHESIVE ULTRAFAB U U to(0 z 0-
68 5-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK ❑ z��-z-50-
18 P-4522 #10 x 1 1/4" PH FLAT SMS-HINGE PANEL FASTENAL 69 S-1915 BASE,SWEEP ALUM KEYMARK 0(9:)U vi z
19 P-4774 WSTP BULB/LEAFS PANEL AMESBURY 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK } a-LLO W O=p z
20 P-4790 FLUSH BOLT ASSM,TOP/BTM SULLIVAN 71 S-6083 IPANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON ¢ }0-O a)
SCREMWAa-x5/8"-SQ,F-LAT-TEK NSERT-ATTACH —EASTENAL— -60 P-ANEL-,MP-BTM-RAILrSIDES-SIDEL[IE IKRO
22 P-4802 ALL THREADED ROD TIE ROD MCMASTER 73 56084 GLA7JNG BEAD(1") PVC MIKRON u NJ O w 6 P
23 P-4807 HINGE GUIDE HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK p w O a= y
.24 P-4808fP4e09 HINGE SET HOPPE 75 GLASS SEE SHEET a a a
25 P-4814 WSTP .50X.750 FOLDED BULB SEAL, SIDELITE AMESBURY 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK �a�a��i
26 P-4863 LOCK STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK 0 i
27 P-4864 RHINO STRIKE PLATE PADDOCK ���,`%,.Z.S'rGP�4i
28 P-4866 GUIDE TIE ROD NYLON M&M
29 P-4871 TIE ROD BRACKET ZINC SULLIVAN yam; No 58201
30 P-4885 SHOOT BOLT TOP PADDOCK
31 P-4886 SHOOT BOLT BOTTOM PADDOCK ID; STATE OF .'�+
32 P-4851 LOCKS INACTIVE 8 FT PADDOCK �'32 P-4884 LOCKBAR,MULTI-POINT,51`rr8 FT PADDOCK ���F'F<O R l Or'�'��`'
32 P-4901 LOCKB MULTI-POINT 4PT 6'8 FT PADDOCK ��SSf0NAO`��,`
32 P-4902 LOCKS INACTIVE 6'8 FT PADDOCK
opsoils
33 P-4903 HANDLE SET ACTIVE PADDOCK
34 P-4905 HANDLE SET INACTIVE PADDOCK
35 P-4913 WSTP,.50X.50 FOLDED BULB SEAL,@DOOR SCHELGEL
36 P-4917 CAP ASTRAGAL OUTSIDE NYLON M&M X
37 P-4918 GUIDE FLUSH BOLT,INACTIVE PNL M&M HEAD SILL 9/22/2017
38 P-4922 COVER INTERIOR FLUSH BOLT NYLON M&M LUCAS A.TURNER,P.E.
39 P-4925 CAP ASTRAGAL INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201
40 P-4926 SHIM SIDELITE DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE.
41 P-4927 GUIDE FLUSH BOLT NYLON M&M NORTH PORT,FL 34288
42 P-4930 SCREW #10 X 1-1/4"HEX HEAD TEK 0 SIDELITE ATTACH FASTENAL PH.941-380-1574
43 P-4933 NUT 3/8"-16 FLANGED W/SERRATED LIP SS PANEL McMASTER SHEET DESCRPTION:
44 P-4934 SCREW #12-24 X 1/2" PH FLAT MS HINGE FASTENAL
45 P-4936 DOOR KNOB ACTIVE PANEL DELANY BOM
46 P-4937 DEADBOLT ACTIVE PANEL ` DELANY DRAWN BY: DATE:
47 P-4969 SCREW #10 X 2"REINF.ATTACH. FASTENAL
-
-48-. P-4997-- STRIKE-DEADBOLT - PADDOCK ADE 09/08/11
49 P-5127 SCREW #12 X Z' PH PAN SMS ANCHOR FASTENAL DWG M REV.:
50 P-5130 GASKET DOORSILL,FRONT FOAM HO PRODUCTS •ALTERNATE APPROVED LOCKSETS: CWS-641 C
SCALE
PAMEX GRADE 2 LOCKSET AND DEADBOLT : SHEET
1:1 8 OF 12
4 9/16' 13/4" 2 3/4" 2 7/16-1 QE�mffl
5/8"
1 2 59 " 1900 SW 44TH AVE.
17/� 1 13116" 1/16" 8j1g^ OCALA,FLORIDA 34474
J7 L W W W.CWS.CC
1/16"
THRESHOLD-1783 HEAD COVER-1840
DOOR HEAD-1833 4 5/16" V�F 8700/10/50 PVC
51/2• l� I 61 5/6.
SWING DOOR
1/18° z,/a.— IMPACT
49/16' L80
5/16' WTI -
�
J�l
1/16" FILLER-1784 z w 00 ¢w o w
1 1/1I 6' tff==: REINFORCEMENT-1857 FRAME COVER-1806 w ZO? k Lu
" o FWD}0X3=
LL zZ
2 5/8" 2 3/8" 5/8' O O I=-O a w 0 0
DOORSILL-1878 PVC DOOR PANEL-6083 I I O U Un F-Z�H v~i a
3 11/18" 73 O OZUpjZ:,u
4 9/16" �{ F� 1 1/2" 3/'' 1/16" 6 Q-?r O w p=O Z
PVC GLAZING BEAD-6084 a w }j 3 O c6
n ridSIDELITE COVER-1816 ril O K O rn
-' I 7 W1116"
45/16" n0- w D- D'Owm
U O w�= W2w�
1 9/16'
' 1/16" 215/16" 1/16• a H o_ ��a
1 15/16" %q��uubp�I
DOORJAMB-1880 5 g" 53 ,�PNOREW TG4�i
3/L 69 1— 1/16' JG.:��GENS�.•�Qy��'
DRIP CAP-1817 tv. No 58201 L r
4 9/16" REINFORCEMENT-1861 REINFORCEMENT-1858 1/16" =*G I
BASE SWEEP-1915
9�. STATE OF •41:
1 1/2'1 �O,o•.,"� ��:
2 112° 8 1 9/16"�{ ONA I ESA`,,
0
1/16" 4 s 68 13/16"
215/16' 13/16" 1/16"
1/16° 2 15/16" E-.'
1/16" DRIP COVER-1916 Z'
SIDELITE-1881 �J- INSERT,BACK-1865
9/22/201L r-, L F-1 7
LUCAS A.TURNER,P.E.
4 9/16• REINFORCEMENT-1860 REINFORCEMENT-1862 PE#
123939 JABARA RA AVE.A
NORTH PORT,FL 34288
3" 9/16" �I PH.941-380-1574
9 I I
1 3/4" SHEET DESORPTION:
21116" -_^ &I6 T— 87
I�LJ^LUII 1/16" --@ 11/16" 1/16^ EXTRUSIONS
1/1s"
2' 11/8, 1/8" INSERT,FRONT-1864 DRAWN BY: DATE:
kl
_ SIDELITE-1.90.0 ADE 09/08/11
INSERT,INACTIVE PNL-1849 DWG#: REV.:
ASTRAGAL COVER-1859 CWS-641 C
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12
WINDOW
SYSTEM
M
ANCHOR @ MIDSPAN(TYP.) 4 (TYP.) 1900 SW 44TH AVE.
4" (TYP.) OCALA,FLORIDA 34474
6" MAX.(TYP.) ANCHOR-MAX(TYP.)
(�) 1 WWW,CWS.CC
4"(TYP.)
6" MAX (TYP.) 2" (fYP.)'WOOD/METAL 6" MAX (IYP.)� 4` (TYP. 2° (TYP.)•WOOD/METAL
8700/10/50 PVC
SEE NOTE 2 SEE NOTE 2 SWING DOOR
IMPACT
17° 17"MAX z 3 <,3.
MAX
,(TYP).C. INSTALLATION O.C.(T)'P) INSTALLATION Z w-.0 a k Z wwow
ANCHOR(TYP.) ANCHOR(TYP.) w z O z w--
O X O O X X O o aW§>-QW�=
z zx��w�WOO
U 0
r~i1Z 1---tea
1Q1 z -ZI.-ern
0zQ6zOU-
H-LLMQO,u
�> oz
O}FF=,O -
201E}�
2 ���
tAW
IL
SIDELITE SIDELITE SIDELITE DOOR DOOR SIDELITE _1.-K w W
a. I- a a
ANCHORLAYOUT-(FLANGE)
ANCHOR LAYOUT-(FLANGE)
P'NG E Nw'oG�Q'�i
•CIRCLED ANCHOR LOCATIONS READ ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. J
v t NO 592D1 :-:0
STATE OF '.Iu�
ID
NOTES: ,���SS•�ONA;ESO��
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. Z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 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 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 DESCRRTION:
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 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), FMAMDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1:8 10JF 12
TYPICAL HEAD ANCHORAGE QmffmMIN.EDGE DIST. INTERIOR 1/4" MAX.SHIM
SEE TABLE 1 MIN.EMBEDMENT
SEE TABLE 1 1900 SW 44TH AVE.
CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 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 8700110/50 PVC
INSTALLATION ANCHOR SWING DOOR
PERIMETER SEALANT 1/4" MAX.SHIM SEE TABLE 1 IMPACT
BYINSTALLER 70
INSIDE AND OUT
Luo
INTERIOR z w-i 00 ¢ Z w
o Zwz}z 0w3:
CONTINOUS DBL 1/4•BEADS OF SEALANT HINGE ANCHOR � FQ w d F�2_
INSTALLATION ANCHOR SEE TABLE 1 Z Z= =w O
AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 O O F O Lj¢=OP W
POINTS BETWEEN FRAME AND SUBSTRATE O U I-Z D.F..to O-
BY INSTALLER. S EGA MIN.EDGE DIST. Zo z0 Z V N TABLE I
Z V m
} aQ3Q>�WO=pz
PERIMETER SEALANT BY INSTALLER Q Q F}m
PERIMETER SEALANT NSiBE-ANE)9
SEE TABLE I 2 zvuw O-ivJ�
BY INSTALLER SUBSTRATE BY OTHERS p w I=-O a=
INSIDE AND OUT SEE TABLE 1 M = X w w
EBHORIZONTAL SECTIONa F D- It aAL JAMB/HINGE A�NCHORAGE
tttµt/u�tp�
SEE TABLE EMBEDMENT ,����, P�GE�•NS
SUBSTRATE BY OTHERS F
J;: ••,y���
SEE TABLE 1 C�. No 58201 1.10%
=roe e�
MIN.EDGE DIST. 213/16" 81/2-(TYP.) '90- ,5TATE OF ;.I+/&
A VERTICAL SECTION SEE TABLE 1 ANCHORSTHHINGE(TYP.)RU �4�iFs,S�O p t - d,�Q
1*1 11 TYP[CAL SILL ANCHORAGE ��i���NA�E%%%
TA BL STENERS
S ANCHOR TYPE MIN.EMBED ST. y
CONCRETE(2.85 KSI MN.) 1/4"ELCO ULTRACON 1-3/4" 2-1/2"
GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 1 5116"
MAX. 9/22/2017
2XMN.SOUTHERN PI = 7/8" SEE NOTE
2XMIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" LUCAS A.TURNER,P.E.
16 GAUGE(0.060-)MIN. #12-14 HILT]KWIK-FLEXOR rrW FULL THREAD 12FL39JA 58201
16 AA
1/2" AVE.
STEEL STUD(33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" NOTE: NORTH PORT,FL 34288
1/8"ALUM.(6063-T5 MN.)OR #12 GRADE 5 SELF TAPPING/ FULL THREAD 1/2" 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 NTO CONCRETE(2.85 KSI MN.) 3/16"ELCO ULTRACON1-3/4" 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.
HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON
DOOR
CMU ASTM C-91)
DRAWN BY: DATE:
HINGE ANCHORS INTO 2XMIN.SOUTHERN #10 WOOD SCREW 1.3/8" 7/8"
ADE 09/08/11
PINE(G=0.55)- --------- -- - -- -- --
HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-15 HILT]KWIK-FLEXOR rrW FULL THREAD " DWG REV.:
STEEL STUD(33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0.060" 1/2 HINGE LAYOUT CWS-641 C
HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2„ 1:30 SCALE: SHEET
1/8"STEEL 33 KSI MIN. DRILLNG SCREW THRU 0.125"
1:2 1 1OF 12
TYPICAL HEAD ANCHORAGE INTERIOR 1/4" MAX.SHIM a0mm�
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1,SHT 11 1900 SW 44TH AVE.
SEE TABLE 1,SHT 11 CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474
AROUND PERIMETERATALL INDICATED WWW.CWS.CC
SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE
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
SEE TABLE 1,SHT 11 IMPACT
PERIMETER SEALANT 1/4"MAX.SHIM
BYINSTALLER
INSIDE AND OUT
Z aZ3
H ❑LLIQ aWpQci
INTERIOR w z Jo z a k
CONTINOUS DBL 1/4"BEADS OF SEALANT o I_-W Z O: 2
Z zxm<
AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR O O h O V =WOO
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 O U ca N ZD-H 0)a
BY INSTALLER. Z Z— Z I.-=)CO)
a OZUvjz=OCViV
a�0w_xOZ
PERIMETER SEALANT BY INSTALLER H ~ z
PERIMETER SEALANT NSID LL
Z—a
�W QJIAH
BY INSTALLER SUBSTRATE BY OTHERS a x D:O w
INSIDE AND OUT SEE TABLE 1,SHT 11 /� _~W w w
� u HORIZONTAL SECTION CL F D- o: o
MIN.EMBEDMENT 12 TYPICAL JAMB ANCHORAGE
SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 ,,,`P�;cERE..w.TI �,,
SEE TABLE 1,SHT 11 C3=g��� sF••,�L��
No 58201
MIN.EDGE DIST. C.a,
SEE TABLE 1,SHT 11 % ; STATE OF ,41+
C VERTICAL SECTION iOn�'•A' F: ���
12 J TYPICAL SILL ANCHORAGE ..........
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRRTION:
INSTALLATION DETAILS
SIDELITE
DRAWN BY: DATE:
ADE 09/08/11
DWG#: REV.:
CWS-641 C
SCALE: SHEET
1:2 13DF 12