HomeMy WebLinkAboutRevisions *0M- C9 USE ONLY:
'DATE.FILED• PERMIT#
REVISION FEE: RECEIPT#
GVVELOPMENT.SERVICES
E REGULATION DIVISION
2 00 GINIA AVENUE
• ' r
• a ORTRCE,FL 34982-5652
2)462=1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERART REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 530,Z
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ' ST.LUCIE COUNTY CERT.#: Ac d 6 3
BUSINESS NAME: e_
QUALIFIERSNAME:
ADDRESS: X 8
CITY: jky a l-am, a meA STATE: L ZIP: 33 9-Z
PHONE(DAYTIME): S�!- 732-c3� FAX: 3 6 G- 7,7-/ 5-3 3 2-
4. OWNER/BUILDER INFORMATION: t '
NAME:
ADDRESS: 2 Z-Q e
CITY: T `e e e STATE: ZIP: 3 q-7
PHONE: { 01 -�3`3� FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014 - - — o�C�
ST.. LUCIE COUNTY
BUILDINO DIVISION
ARVIRVVEO
ml FOR OO�I Not
of
{ REVIEWED BY
I �
DATE
( PLANS AND PERM
MU
BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
MIN. EDGE DIST. MIN. EDGE DIST.
2-3/16" CONCRETE OR 2- 16" CONCRETE OR
HOLLOW BLO K 3-3/4" 5/16-TAPCONS 4" OLLOW BLO K 3-3/4" 5/16-TAPCONS
MIN. EE
1-3/4-MIN.EMBED INTO MASONRY MIN. 1-3/4"MIN.EMBED INTO MASONRY cn
4 PER CUP(2 ON EACH WING) • 4 PER CUP(2 ON EACH WING)
,03 o)
CLIP LE TH u
Nil
MULL
2 X 44 3.688-
Lj 0 4z,
2 Y61 5.688-
�= R
I\-y
2
Z
X6 MULL 16'TAPCONS )NRIZ OD SUCK 2X6 MU
_3/4-MIN.EMBED INTO MASONRY 5/16-TAPCONS
PER CUP 2 ON EACH WING) I .
4 -3/4 ?(IN.EMBED INTO MASONRY z
- --- ------------ 4 PER CUP(2 ON EACH YANG) 0
1 3/4"
MIN. ------- ----------- 1 3/4"
MIN.
3/4
A Z
+ /,*,-2116 MULL
Q.) MULL
2X6 MUU_-� CLIP LENGTH -2X6 MULL ;4
IV,
MULL
U)
a chi
2 X 6 5.688,
q- 2 X 4 3,6813' ka
2E ai
In
IT
4. 1
3-3/4"
116,CONCRETE
X
OLLOW BLO K
cV _\I.OD BUCK
----------\_�--- ----- .......... ...
/A 1, 4 u)
MIN.
ANCHORS TYPE 'E' (INTO BLOCK)
5 11/16- 1 AL�XLIPS'ANDUANGLES TO FIT SN
INTO MULLIONS.
'T, fBY
ITAPCON��Y B ANCHO S TYPE W (INTO CONCIRETL) 0 BUCK
NCHORS TYPE 'E' (INTO BLOCK) E HEX OR F��/H
4 ANCHORS THRU IX SUCK
INTO CONCRETE OR BLOCK
0
ANCHORS TYPE W (INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECitlY TO MAS RY TO BE PROTECTED 2'X6" MULL SHOWN
/AN I
ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH BITUMINOUS PAINT OR
2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER.
...........11,
At
V)
PRODUCT REVISED
as moplyiugvMh tile I.orida
Bufldiuq C"'.10
Na
•
B
Au.--plance
-'a&W 150 Kim-ml E.
b
MIN. EDGE DIST. 5/16"TAPCONS
2-3/16" CONCRETE OR —1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH r4
4" HOLLOW 91-01 MIN.
-QK 4 TOTAL(2 ON EACH YANG)
MULL "L"
t4.1 00.
oy
JA
I X 2 1.688'
1 X 3 2.688' P.1
I X 4 3.6B8'
Ln
2 X 6 5=.688- 3zi
0
i ii ii
.2 X 4 3.688'
oqz
-7 i
M J16- 1 C� z
14� 11 —2x4 or 2x6 Mull 1. ALL CLIPS AND ANGLES ARE TO FIT z
0
SNUG INTO TUBE MULLIONS. 0 . ,
0
2. WHERE ANGLES ARE NOT FIT SNUG 2 10, 8
LJ LJ INTO TUBE MULLIONS, SEE OPTIONAL
�5 m I
ANCHOR(DETAIL AT SHEET 9 OF 10.
2 X 2 X f.
ALUM ANGY4"
z
14 S.U.S.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE LACQUER. I I 1>
------- -- ----
H Z
MIN. EDGE DIST. ------- --------
2-3/16" CONCRETE OR
4 HOLLOW BLOQK #12 F.H.S.M.S./8-THICK 2/SIDE I c4
K ALUM CHANNEL
LENGTH TO Fn SNUG u
NTO MULLION I I TU13E MULLION
TUBES MAY BE NOTCHED UJ
ASSHOWNTO ALLOW INSTALLATION
• FOF CUP ANGLE
CAULK'JOINT AFTER ASSEMBLY
LOCATION OF SCREWS CONNECTING
•
ANGLES TO TUBES WHERE ANGLES 914 FH SMS
ARE NOT FIT SNUG INTO TUBE 2 PER CUP
MULLIONS. ACCESS HOLE] 1-/2'O.C.IIIN--\\, I
I
14 5/8"(2) ------
-----------------
5/16-TAPCONS #14 SMS-// ae
1-3/4-MIN.EMBED INTO MASONRY
2 OPER ANGLE 4 PER ANGLE -1------I
------- --------
�T.A.S-
SIDE
CHANNEL
__U.
MULLION IU13r MW
ALUM ANGLE INSTALLED NINj.-ITHER-I I
2 X 2 X 1/8- THIS SCREW CAN BE 1
112 F.SMS
O DIRECTIO 2 PE.R CUPS
a- I*D.C.MIN.
IY
1-3/4-X 2-X 1/8:(FOR 2BY
TUBE)
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AANGLE
CUT TO FIT SNUG INLSUIMOETUBE
"ol
64" .......
ANCHORS
PE
METAL TO METAL CONNECTION LL -
-77 USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION m 154o IT PRODUCT REVISED
complying%,vlib ilic Floddrk
3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG
MIN. INTO TUBE MULLIONS. Rm
1 3/4" TAPCONS MAY BE HEX OR FLAT HEAD.
OPTIONAL ANCHOR DETAIL 7202.Jal06
MIN.
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THOMAS J.30TOS
PROFESSIONAL;ENGLYEER NWS:v;WE�a w� �Nm&& En$�Si+ £� NJ ��O
LA S ON
'A'-No chane this sheet
8501 N.W. 90 5T.
'B'-Revised date for the FBC-2014 MEDLEY, FLORIDA 33766
0. INC. PH No. (305) 696-8660
N.
MANUFACTUSER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
R"' oar.o aw.• ALUMINUM TUBE MULLIONS
`+.•,1 A- N.MAZO 04/27/10 -
8` R-v4�d Ry: x.ERAzo 08 o 614 CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES
3 R.d.tan Lwrch Seal: pem;e!Raj .N�ene�r: �°W`Y'�^
DATLAW—ML-1001 — 10 OF 10 RSR/:�•
Er�
1�
Opening I Size
(W x H)
eE
1. FL16177.1 37x49. AM #S vw ACe..
(Single Hung) TO M/-TcH. Ph v Puc r' i.Alsx LClJ
2. FL16177.1 - 37 x 49 M1/
(Single Hung)
3: FL-16177.1 .37 x49
(Single Hung) ® C
4. FL16177.1 0
37 x49 . :�.. _.
(Single Hung). �� (Q
0
5. FL16177.1 37 x49
(Single Hung) Q (—
6.. FL16177.1 37 x49 R Q
(Single Hung) --r-
7. FL16177.1 36 x37 Q
Bath 1 7
(Single Hung) f 1
8. FL15780.3 52 x 61 M� C% E
(Double Hung)
9. FL16177.1 37 x 49 V) 0 m
(Single Hung)
0)C)10. FL16177.1 37 x49 m
(Single Hung) C : �,:, �i C
rr�a U
Kitchen 8
5 Office EntQy O
O
x LO
4 3 2 1 10 9 v Z
J �
f f Z LL
0LI
C/) LU
.G U)
ca
N N
O d
LULo
O
O LL
O
CGMT f"TEYPE SCO
SCALE:
NOT TO SCALE
• DATE:
Jul 13,2015 .
PAGE DESCRIPTION:
Site Flan'
Ar
1 ,
y_
YARAD"111111SE, EXTERIORS
"Building Our Quality Reputation
One Customer At A Time"
SCC131150472
Property Information Building Information
Owner: Doug&Elizabeth Wilcoxson Wind Zone: 170 MPH.
Address: 5302 SUSON LN Exposure Category: C
FORT PIERCE,FL 34951 Minimum Building Dimension: 40 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width (in) Height (in) Elevation (ft) 11 Pressure (psf) Pressure (psi)
1 Int 37 49 7 _ 37.2 -40.4
....._......
-
2 Int 37 49 7 37.2 -40.4
- - -.......- --- -....................- --..........--..._............... -- --.-....-..._
3 Int 37 49 7 37.2 -40.4
- .._........-----
4 Int 37 49 7 37.2 -40.4
.............................. - ---- -_ _..............-------- -...----.............................
- --.._.........._- -
5 Int 37 49 7 37.2 -40.4
6 Int 37 49 7 37.2 -40.4
_._.._...........-. --.................._ - .. -- ....... _
_ 7_ Int 36 37 7 37.8 -41.0
8 Int 52 61- --7 - - 35.9 --- -39.1
-
............... .............--- ---- __......-.... --- _.......-- - --.-...--
9 Int 37 49 7 37.2 -40.4
_ ..-_...._.. ---...........-- -.... --
10 Int 37 49 7 37.2 -40.4
r
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 2010 ed.
Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET -
Definition of.Corner Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,.but not less than 4%ofleast horizontal dimension or 3 ft.
PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE
OPENING (Location) IS THIS A PRODUCT ROUGH ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS
PSF PSF + PSF - PSF MULLION.
NUMBER or Interior OR DOOR TYRE NUMBER + T sSzED DIMENSIONS REQ Y/N
O (-) � ) O REQ Y/NINA
1 Int Window .7/8"Lami1G FL16177.1 70 70 37.2 -40.4 ".175 1171 37x49 . Yes No .
2 Int Window 7/8"Lami IG FL16177.1 70 70 37.2 -40.4 5 1
.975 61 7 ..37x49 Yes No
3 Int Window 7/8"LamilG FL16177.1 70 -70 37.2 -40.4 17751" 37x49 Yes No
4 Int Window 7/8"LamilG FL16177.1 70 70 37.2 -40.4 "a"'E''; 37x49 Yes No
5 Int Window 7/8"Lam'
lG FL16177.1 70 70 37.2 -40.4 5""' 37x49 Yes No
6 Int Window 7/8"Lami 1G FL 16177.1 70 70 37.2 -40.4 51.0i 117 37x49 Yes No
7 Int Window 7/8"LamilG FL16177.1 70 70 37.8 -41.0 51B176'71 36x37 No No
8 Int Window 7/8"La1ni1G FL15780.3 45 50 35.9 -39.1 54x76 52x61 No No
9 Int Window . 7/8"LamilG FL16177.1 70 70 37.2 -40.4 """'n17 37x49 Yes No
10 Int Window 7/8"LamilG FL16177.170 70 37.2 -40.4 x7x517 37x49 Yes No
: 9/11/13 Florida Building Code Online
tx
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Product Approval Menu>Pmduct or Aoolication Search>A Ica Ion l.is >Application Detail
ii� '� ',`a" FL# FL16177
�'-�`L— Application Type New
Code Version 2010
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 207
mlafevre@cws.cc
Authorized Signature Michael La evre
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Cal Ledy
✓ K
Address/Phone/Email 1900 SW 44th Ave. 'ra
Ocala, FL 34474
(352)368-6922 `
cledy@cws.cc
Category Windows Y
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
G I Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 05/17/2016
Validated By Steven M. Urich, PE
[=l Validation Checklist- Hardcopy Received
Certificate of Independence FL16177 RO COI EvalReo CWS-812A(SH-8100.Impact. 53x63,
NOSillAnch).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E 1300-04 2004
ASTM E1886-05 2005
ASTM E1996-06 2006
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://ww.floridabuilding.org/pr/pr_app_d.aspx?param=wGEVXQvADgvyf4ngAXh10fiQt DbmBlPnppxT8A9XYzP3YPVBJPUMWp/p3dp/o3d 1/2
9/11/13 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 01/31/2013
Date Validated 02/18/2013
Date Pending FBC Approval 02/26/2013
Date Approved 04/09/2013
um a o Pro uc s
FL# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 RO II CWS-812A(SH-8100. Impact. 53x63.
Approved for use outside HVHZ:Yes NOSiIIAnch).Ddf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure: +70/-70 Created by Independent Third Party: Yes
Other:SH-8100 PVC Impact, Max. FI.size 35, no sill anchors Evaluation Reports
required.Safety glazing required on outer lite above 30 ft, in FL16177 RO AE DuPont PVB NOA 11-0624 01.odf
HVHZ. FL16177 RO AE EvalReo CWS-812A(SH-8100. Impact. 53x63,
NOSillAnch).Ddf
FL16177 RO AE Mikron NOA 11-0830 09.Ddf
Created by Independent Third Party: Yes
.vext
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2010 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 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 Chapter455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used forofficial 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 Mich can be made available to the public.To determine if you are a licensee
under Chapter455,F.S.,please click here.
Product Approval Accepts:
KI FOR Ed ^ar.,
'security:sitz ti+'
Vf'
r
y ' +t
https:/Amwvfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQYADgvyf4ngAXh10y8QtjDbmBlPnppxT8A9XYzP3YPVBJPUMw%3d%3d 212
URNER 2080 Mauve Terrace
North Port, FL 34286
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812A
January 3, 2013
Product Description: Series 8100 PVC Single Hung, Large Missile Impact51717/8" x 61 3/4"
unit size, +/-70 PSF, no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the
requirements of the Florida Building Code including the HVHZ. The product testing standards
performed are outlined below.
Technical Documentation:
1) Approval drawing CWS-812A, signed and sealed by Lucas A. Turner, P.E.
2) Test Report NCTL-210-3815-1A, -2, and-2A, by National Certified Testing
Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing
performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and
AAMA/WDMA/CSA 101/I.S.2/A440-08
3) Supplemental Calculations to support CWS-812A, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-812A.
Limitations of Use: This product:
• May be used in 0/X configuration in sizes and with max. glass DLO heights as shown in
CWS-812A
-- 1 • Is impact resistant and does not require the use of shutters
> • May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite
(Tempered required above 30 ft in HVHZ) — Air— 5/16 Laminated (1/8Ann-.090PVB-
1/8Ann) inboard lite
0 Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01
• Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09
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. - I
`a4 M o" cry' 1/3/2013
��0STATr= Or` •' - Lucas A. Turner, P.E.
art FL PE#58201
.10
N AN-, ��`4
SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION.
53 1/8"
MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3)
FLANGE W IDTH
3.CONFIGURATIONS:"O/X".
51 718'MAX UNIT WIDTH -IMPACT: PVB SASH/IMPACT HOOK
4711/16'GLASS DLO
4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-04.
-� -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE
AND GLASS TABLES ASTM E-1300-04.
63• i i 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
MAX. DESIGN OF THIS PRODUCT.SEE SHEETS 6 8 7 FOR INSTALLATION DETAIL.
OVERALL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
HEIGHT 7 I ?( CALCULATIONS.
B O 26 13116'
6 GLASS �,�'3 -� 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.
DLO
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT
613/4" I I 6 USED AT FIXED MEETING RAIL AND JAMB.
MAX I �
UNIT y 8.SERIES/MODEL DESIGNATION SH-8100.
HT.
9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED
TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS
303116- I I RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
MAX 26 7/8'
SASH I I GLASS 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE
HEIGHT DLO
X SASH,O=FIXED SASH
I I
11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL
I � I ELEVATIONS IN A SIMILAR LOCATION.
A
6 7 6
45 1116'
GLASS DLO
48 3/8'
MAX SASH WIDTH
LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12
DESIGN PRESSURE RATING \\\�k40EVft
±70 PSF e r±.y 1-6�e"
y,.`�p5�,NOR4�G E N s� "WINDOWS&DOORS
TABLE OF CONTENTS v No 58201 .��: 1900 SW 44TH AVE.
GENERAL NOTES&ELEVATIONS.....1 #�r.' ;y- CALA,FLORIDA 34474
ANCHOR SCHEDULE&NOTES..........2 Lucas Tumer z-p; i` .;It z
TLE:GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT
GLAZING DETAIL.................................3 '-O". STATE OF
SECTION VIEWS..................................4 2013-01-03 13:40-05:00 U:
RAWN BY:
EXTRUSIONS&B.O.M.........................5 PROPRIETARY AND CONFIDENTWL 1/3/2013 '�"��:-��,.0.R tiQ P`•��:� naoUEL:8100 CALE. BAT v 006/18/2012
INSTALLATION DETAIL........................6,7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �iS•••'•••..•••'•�\\ PVC SINGLE HUNG NTS CWS-812
W NDOW SYSTEMS,INC.ANY REPRODUCTION IN PART WRIA WH
TTEN PERMISSION OF CUSTOM WINDOW SYSTEMS WC.SIS PROHIBITEIDHOU7 iEV.LETTER: A HEET:
1 OF 7
CC a
SEE NOTE 2
�7' 6'MAXP- 1A6'MAX. 1
I
I I I
INSTALLATION
ANCHORS(TYP)
4"
I I I I
101/2"
MAXO.C.
SPACING(TYP.)
4-
NO ANCHORS REQUIRED IN SILL A
1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY O ANCHOR LAYOUT-(EQUAL SPLIT)
WOOD AND 1/8'FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/1 "IS PRE
T. FLANGE INSTALLATION THRU FRAME
.L AD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3116-DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU
FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 112",IN ANY DIRECTION,SHALL BE ACHIEVED.
5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318*INTO 2 BY WOOD BUCK A MINIMUM
EDGE DISTANC OF 7/8"S AL BE CHI ED N A Y DI ECT ON.
6.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
8.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 STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10118/12
9.INA.WOL DTI MIANCHOR NIMUM SPECIFIC CAPACITIES
RAVITY OF G=0.55 T(SOUTHERNEIN RE BASED ON INE OR GREATER)ATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,\\\\\��QR !1���!
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. `\ 0' GEN !4
C.MASONRY-STRENGTH CONFORMANCE TO ASTM G90,GRADE N,TYPE 1(OR GREATER). 110 JP.'-1� S4—1.- 11 WINDOWS&DOORS
D.ALUMINUM-1/8'THICK MIN.,6063 T5 MIN. ..,,t 4 11
No 58201 ='P L 1900 SW 44TH AVE.
E.STEEL-.060"THICK MIN.,33 KSI MIN. : CALA,FLORIDA 34474
TLE:
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE �'9= ;2. ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT
CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS 'p'. STATE OF :W Z SERIES:
FMAIAAMA 100 FIN WINDOWS), A �� 8100 BAT A 06/18/2012
FMAIAAMA 200(FLANGE WINDOWS), PROPTHE INFORMATION CONTAINED IN THIS DRAWING IARY AND S THE SOLE PROPERTY OFCIDENTIAL /USDTOM ,1,�� -C OR�OP G\�� MODEL'pVC SINGLE HUNG GALEFMAfWDMA 250 ' NTS W N CW$-812
FMA/AAMAfWDMA 300 WINDOWS),
IEXTERIOR DOORS). WRIT-TEN PERMISSION OF CUSTOM WINDOW SYSTEMS.WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART.IINC IS PROHIBITED.A WHOLE HOUT THE !!lIS�ONP.;�' \\\ REV.LEITER: A HEFT: 2 OF 7
!
(A
t.
LL 7/8"OVERALL
T • NEALED OR TEMPERED 118"ANNEALED OR TEMPERED
7/1AIRSPACE 7116•AIRSPACE
116"LAMINATED 5/16•LAMINATED
118'ANNEALED 1/8'ANNEALED
.090"DUPONT PVB INTERLAYER .090•DUPONT PVB INTERLAYER
1/8'ANNEALED 1/8'ANNEALED
47 SIKAFLEX 552 OR PURFECT GLAZE'H' 47 SIKAFLEX 552 OR PURFECT GLAZE'H'
14 16
f 1/2'GLASS BITE 1/2'GLASS BITE
1
FIXED LITE(EQUAL SPLIT) SASH LITE
LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10118/12
%AOREW
5•'GEN• �. i�
S�JG•:�' F •.G�� WINDOWS&DOORS
v: No 58201 :�A: 1900 SW 44TH AVE.
CALA,FLORIDA 34474
az TLE:GLAZING DEATAIL-LARGE MISSILE IMPACT
f �9 STATE OF :4j:
Ori., �` HAWN'8100 :BAT A :PRO06/18/2012
THE INFORMATION CONTAINED INTHISDRAWING IARY AND S THE SOLE PROPERTY OF CIDENTIAL USTOM ',�i�s•C O R 1 p'G��.�, MODEL:PVC SINGLE HUNG CALE: NTS W NO.:CWS-812
WINDOW SYSTEMS.INC.ANY WRITTEN PERMISSION OF CUSTOM WINDOIW SYSTEMS.INC.IS PROHIBITEDON IN PART OR AS A WHOLE .
THE lS+ONA`" �`� EV.LET'T'ER: A HE T: 3 OF 7
iw
I.
•i►
�4 32 INTERIOR 13 3 4 45
4 53 1
38
1
14
EXTERIOR 48 3
4 a 1 a
54 48 33
15 54 19
EXTERIOR INTERIOR 3 4
1
34 39 s SECTION B-B
14 NOTE:LEFT SIDE SHOWS FIXED LITE CUTAWAY,
RIGHT SIDE SHOWS SASH CUTAWAY
2 9
40 8
6
16
53
48 10 - NOTES: ITEMS 20,25,26,36,37,44,51,52,
16 - 55,56,64,67,68 ARE USED BUT NOT SHOWN
65 FOR CLARITY.
66
6 36
34 1/4'
18
2 6
30 3
O
LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12
3 4
SECTION A-A �`',,r?Pt101RE W
(EQUAL SPLIT)
WINDOWS&DOORS
y��VP:
v:: No: 58201 1900 SW 44TH AVE.
CALA,FLORIDA'34474
-Xi TLE: SECTION VIEWS,EQUAL SPLIT,LARGE MISSILE IMPACT
STATE OF :'40 s
BAT
THE INFORMATION CONTAINED118/2012
ONTHI DRAWING IS THESRIETARY AND O CONFIDENTIAL
OFCU r,,Oi�S '��R��'P C'\�.` AIOOELpVC SINGLE HUNG DALE' .NTS W .NO6CWS$12
WRITTEN PERMISSION OWINDOW SYSTEMS, F CUS OM WINDOW IN
INC.S PROHIBITED.ED.LE WITHOUT THE "4,S+ONA 1�, �`` EV.LETTER: A H T. 4 OF 7
s
31/8. ?1 \ FRAME CORNER
k--
F2
CONSTRUCTION
Item Part# Description Vendor Material -?
H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 1/16" f'16-
H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 8H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 1 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 314' 3 155 8 6 S-1577 ImpactHook Keymark Alum 4
8 H-6027 Sash Meet Rail,PVC Mikron Vinyl p
9 H-1497 Reinf.Sash Meet Rail Keymark Alum CORNER WELD(ALL SIDES)
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl PVC SASH MTG.RAIL-6027 PVC SASH BTM.RAIL-6028
12 H-6004 Sash Side/Top/Bot Rail Mikron Vinyl
PVC FRAME FLANGE-6031
13 5-1498 Reinf.S.B.RJS.S.R 1/16, 0
14 S-6064 Glz Bd.,718',Fxd.,Horiz Mikron Vinyl -�— qq
15 S-6064 Glz t Mikron
Bd.,7/8',Frd.,Vert. Vinyl 1/16' 7/8' 3
16 S-6064 Glz Bd.,7/8',Sash,Horiz Mikron Vinyl
17 S-6064 Glz Bd.,7/8',Sash,Vert. Mikron Vinyl 1 1
18 S-6013 Scm.Adapt,w/Ntb,PVC,Horiz Mikron Vinyl 314' 1 5/8" 1 i
19 5-6014 Scm.Adapt,PVC,Vert. Mikron Vinyl 3 2 1/8' STOP
PVC SASH STOP-6025
20 'S-6029 Sash Slop/Filler,PVC,Vert. M kron Ynyi _
23 H-1699 Reinforcement,SBR Keymark Alum 15116' 1/16 �,.,y/q 13
24 P-2190 Balance BSI I 13116' I _
1 12' PVC SASH SIDE RAIL-6004 3 FIXED MEETING RAIL
25 P-3059 Sash Cam,PVC BSI Plastic REINF.,S.B.R.-1699 T
26 P-3046 Take Out Clip BSI SS ALUM 6063-T6 r 1176' SCREWED TOGETHER
27 P-3783 Lock,Impact PVC Interlock ALUM
A.FIXED LUM 606 IL-1836 REINF.S.S.RJS.S.R-1498 WITH OUTER FRAME
ALUM 6063-T6
28 P-4069 Keeper,Impact,PVC Interlock Zamac
30 P-3215 Weep Cover w/Flap Gaer Plastic 'i .045'
32 P-3429 Wstp.,0270 x.187 back RnSeal,Gray Ultrafab 1/2" 1 118,
33 P-3429 Wstp.,0270 x.187 back FinSeal,Gray Ultrafab 5/16- l�--�518'
34 P-3429 Wstp.,0270 x.187 back FinSeal,Gray Ultrafab 1 151'6. I I 9
35 P-3429 Ws�.,0270 x.187 back FinSeal,Gray Ultrafab 1 118'–{
36 P-3429 Ws tp.,0.270 x.187 back Fn Sea 1,Gray Ultrafab I 11 1116"
37 P-4638 #8x2-12 PH Mod.Trus s,Type A TEK 2 Fastenal Steel –moi 1/16• 1/16'
38 P-3768 #8 x0.625 Ph PH SMS Hub City Steel PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 REINF.SASH MTG.RAIL-1497
39 P-4051 W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel ALUM 6063-T6
40 P-4264W #8 x3/4 FH PH w1#6 Head,TEK,Wht. Hub City Steel 6
44 P-3342 Seam Sealer,SM-5504 Schnee r 1/4"
45 P-3752 Cap Plug,12'Hole M&M Nylon 0 3/16'
47 P-3438 Sikaflex552 or Purfect Glaze'F; Sika/Henkel 0 _x.070'
48 P-3352 Set Blk.,85 Dur.,1/8'x 5/8"x 2'Lg. F.Lowe Rubber 718' 0
51 P-3881 Temporary Lbl.(NFRC/DP) � 1415161 3' 1/2'
52 P-3613 CWS Lbl.(logo) Pro Label 3 I]
53 Sash See Glazing Chart(pg.3) 1116' 5-� PVC GLAZING BEAD-6064
54 Fixed See Glazing Chart(pg.3) T
56 P-3281 Spacer Duraseal 718' SCREW SUPPORT-3113
62 P-3218 Screen Frame.Horiz Allmetal Alum I '
63 P-3218 Screen Frame,Vert. Allmetal Alum 1 5116'
LUCAS A.TURNER,FL P.E.,58201 q RECONFIGURED 9!2012 10/18/12
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass BekerwIMPACT HOOK-1577 e Fiberglass r 7/8"1 �1W uuq
66 P-3228 Screen Spline,.155 Dia.,81k. Dapa Vinyl ALUM 6063-T6 T— 73 ��.%"�ACRRl", X10,,
9/16' . P....... TG ,
67 P-3029 Screen Pull Tab Summit Num L Q W 'AGE NS''•*.
68 P-3033 Screen Spring,SS FI.Screen SS --��--1/16- +JU;'� F •y�L WINDOWS&DOORS
70 P-3113 Screw Supportfor PVC T.Plastics Nylon ��-J No 58201 �:'1�: 1900 SW 44TH AVE.
71 H-1836 Num.Fixed Rail Keymark Num REINFORCEMENT,IMPACT HOOK-1112 it t#. CALA,FLORIDA 34474
ALUM 6063-T6 ,
72 5-6063 Cover,Fixed Rail Mikron Vinyl =-a: [L C' TLE'EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT
73 S-1112 Reinforcement,Impact Hook Keymark Num 7� �9�, STATE OF rUJ _sk-HI_
74 P-3541 #8 x 12",Pan Head,TEK Fastenal Steel 0%�*-At 8100 BAT LRAWN BY: A L' 06/18/2012
IDENTAL
THE INFORMATION CONTAINED 13
OINwTHIS DRAWARY DING IS THE SOLE PROPERTY OF CUSTOM 'i'i0,.4;0 R P���: MODEL:PVC SINGLE HUNG GALE: NTS w .No.:CWS-812
NOTE: ITEMS SNOT USED ON THIS PRODUCT 55,57-61 ARE WRIITTf N PERMISSION OF CUSTOM WINDOW SYSTEMS...-SYSTEMS.INC.ANY REPRODUCTION 1.PART.I.AS A WHOLE INC.IS PROHIBITED.WITHOUT THE '��,S/ON A � �`� BEV.LETTER: A HEFT: 5 OF 7
a -
N.
INTERIOR FINISH 113_ WMBEOMENT 1 3/8"MIN.EMBEDMENT
INTERIOR FINISH BY OTHERS [C] ID) INTERIOR FINISH
SEALANT BETWEEN BUCK BY OTHERS •!' .r ti •• BY OTHERS
AND OPENING BY OTHERS CONCRETE/MASONRY }.'!•f`ri:• ' •i ti
BY THERS 1/ MAX SHIM 1/4"MAX SHIM .ti.....
[BI [B]
INSTALLATION ANCHOR,3/16'DIA Q 0 0
MIN.EDGE DIST.
2 112• MASONRY SCREW wNVASHER
(MIN EDGE DIST.) IV THRU SCREW SUPPORTCI CI
Q ► •• IDl
• D• • D• = • D• D• ';y}S •Q•Q D•O
CONCRETE SO D• • �• • D• 41•• 1 1/4" • �
BY OTHERS • D' D D D ••~• (MIN EMBEDMENT)[C] •. D
EXTERIOR FINISH • .• Q Q INSTALLATION ANCHOR,
BY OTHERS �'' 1B U 21/2" A Q'• •• #10 WOOD ANCHOR
BY OTHERS (MIN EDGE DIST.) Q
PERIMETER SEALANT [A] ICI Q Q A'THRU GRATED WASHER
�•'� �• HRU SCREW SUPPORT
BYINSTALLER [Dl
1/4'MAX SHIM Q
INDOW FRAME ! s 2 BY WOOD BUCK
SEALANT BEHIND FLANGE IB] '~ JAMB Y�' ' 4 BY OTHERS
BYINSTALLER 1 BY WOOD BUCK
BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE IAl
[A] BYINSTALLER BYINSTALLER SEALANT BETWEEN
WINDOW FRAME EXTERIOR FINISH BUCK AND OPENING
HEAD BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS
INSTALLATION ANCHOR,3116"DIA BYINSTALLER BY INSTALLER
MASONRY SCREW W/WASHER Lg1 HORIZONTAL SECTION EXTERIOR FINISH
BY OTHERS
THRU SCREW SUPPORT 6 FRAME(MASONRY)
[C] rC1 HORIZONTAL SECTION
FRAME(WOOD)
N
WINDOW FRAME CONTINUOUS DOUBLE 3/16"BEADS OF TREMGLAZE U1600 SEALANT
SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN
FRAME AND BUCK BY INSTALLER.
SEALANT BEHIND FLANGE
BYINSTALLER
WINDOW FRAME 114"MAX SHIM
SILL PERIMETER SEALANT [B]
BYINSTALLER - REFERENCE NOTES:
EXTERIOR FINISH D •• • ► p [A]SEE NOTE 9,SHT 1
BY OTHERS • • p • p • • [81 SEE NOTE 283,SHT 2
CONTINUOUS DOUBLE 3/16"BEADS OFD D • D. • D. p• [C]SEE NOTE 4,SHT 2
SEALANT BEHIND FLANGE q TREMGLAZE U7600 SEALANT AROUND p ► D ►• ► • ►�•D •. ►p •D [D]SEE NOTE 5,SHT 2
BYINSTALLER PERIMETER AT ALL INDICATED POINTS D• • •• •D. p D• D •D D D D D
BETWEEN FRAME AND BUCK BY INSTALLER. ►D ► D •D • ♦ • •
BYINSTALLERI RALANT D D •D p p°D. D. D= I> C
1/4'MAX SHIM • • D ►D ►D
EXTERIOR FINISH IB]
BY OTHERS • CONCRETE/MASONRY
. !f:•ti p•D. BY OTHERS LUCAS A.TURNER,FL P.E.,562D1 A RECONFIGURED 9/2012 10/18112
SILL STOOL
D: ••P.•D•:D.•D BY OTHERS sslslltll�����l�
D D••�D•D••D.D•. D.o• D D.D,•D;o D.D• •D
ALTERNATE PRECAST SILL DETAIL ��♦5� P...........
•p.!�
Q!�
'USE SOLID WOOD \FRAME(MASONRY)
SUPPORT TO MAKE WINDOWS&DOORS
D. D.D D� • : .D D. •DSD; :. •D• SILL LEVEL BY OTHERS v:• No 58201 .� 1900 SW 44TH AVE.
•O• •• •D D•• �D•p.•D• •i•D••D• D� ..
CALA,FLORIDA 34474
CONCRETE/MASONRY .O B T7TLE:
BY OTHERSHIGH .-> 9 STATE OF ;!L NSTALLAT ON DETAIL T U FRAME-LARGE MISSILE IMPACT
O'• o 40 "8100 BY: A : 06/18/2012
STRUCTURAL TH PROPRIETARY AND COWIDENTINL 1/3/2013 ��F'•-40R 10P'\2� MODEL: CALE:
VE RTICALSECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �jS G`� PVC SINGLE HUNG NTS CWS-812
GROUT BY OTHER (�1 FRAME(MASONRY) WRITTEN PERMISSION OF CUSTOM WINDOWINDOW SYSTEMS,INC.ANY ION IN PART W SYSTEMSOINC.SA WHOLE IS PROHIBITED.HOUT THE '!ilS+ONA�S?�� 4EV.LETTER: A
6OF7
'A
For Aluminum
Mulls
1/8'MAXSHIM INSTALLATION ANCHOR,
[p] #10 SCREW
PERIMETER SEALANT _ -
BYINSTALLER
r1/8'MAX SHIM 0 L
SEALANT BEHIND FLANGE
BYINSTALLER
1
WINDOW FRAME WINDOW FRAME
HEAD PERIMETER SEALANT JAMB
INSTALLATION ANCHOR, BYINSTALLER
#10 SCREW
[C]
SEALANT BEHIND FLANGE
BYINSTALLER
ti
HORIZONTAL SECTION
WINDOW FRAME
SILL
n REFERENCE NOTES:
Llfl CONTINUOUS DOUBLE 3/16'BEADS OF TREMGLAZE U1600 SEALANT
OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN [A]SEE NOTE 9,SHT 1
FRAME AND BUCK BY INSTALLER. [B]SEE NOTE 283,SHT 2
7 [C]SEE NOTE 6,SHT 2
[D]SEE NOTE 9,SHT 2
SEALANT BEHIND FLANGE 1/8'MAX SHIM
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER [D] LUCAS A.TURNER,F4 P.E.,58201 A RECONFIGURED 9/2012 10/18/12
�%AO RE W��iq� Pin
� :'�CENS'-.
®VERTICAL SECTION k 15 �' R�'•,/T'1Q WINDOWS&DOORS
v. No 58201 :1a S 1900 SW 44TH AVE.
CALA,FLORIDA 34474
TLE:
.9=, STATE OF ;lt/: NSTALLAT ON DETAIL THRU FRAME-LARGE MISSILE IMPACT
PROPRIETARYAND CONFIDENTIAL 1/3/2013 i�i0��• C.Q R t O \ MODEL:8100 SCALE: BAT w .NO6/18/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE
RTY OF CUSTOM
WIRTfTEN PERM PERMISSION OF ANY
TOM WINDOW SYSTEMSOINC.SS PROHIBITED.WITHOUT THE ,�'�SS/ONA-S 0'` PVC SINGLE HUNG 2EV.LEITER:NTS
HEET: CWS-812
A 70F7
e t
Florida Building Code Onfine Pap— 1 ol*?
ALSS r!ore Log In user Fegistretloo Flot'I pics S.,huui Sirrrhergv Stats K.Facts: FUttii[at,ons Fac staff SC:!S site Map „Links Search
{f,1r 7p'p '}^� Prodtict Approval
ai Ci, useFt:'Publiclu�cr'
fr ceZ aZ A,p[x;:��t t I a.Product of Aooticn[ian lexirg rlc t�e,:'rnn t ick>.AnDlicaLipn'[tetat!
FL# Ft_15177 --
Application Type New
Code Version 2014'
Application Status Approved
`Approved by DBPfti.Apprpva[s by ISF_i?f shaid he eervievrad and ratificct
by the PC?.C„and2br the'Commission if iecessary. r
comments »-
Archived' }
Product Manufactuir& `/ Custom Window.Systems Inc.
Address/Phone/Finall 1960,SW 44th A'vcnue;,
Ocata,FL 34474
(352)368-6922
s
ek
ass�cws.cc
Authorized Signature Michael Lapevre
mlafevre5l ft m ail;com
Technical Representative, 13ri2n Terrace
Address/P ione/Email 1900 5W 440 Ave.
C)czla,FL.343474
(352)368'6912 "t xt 291
btenace @cw5.c c,
Quality Assurance,t3epresentative 3eff Thlompson
Address/Phone/Entail 1900;SW 44th Ave.
-Ocala,FL 34474
(352)'368-6922 Ext 22.1.
jthonipsonC1—cws.cc
Category Windows_�� Z
Subcategory Double.Hung 1'
Compliance Method' Certification Mars;or.Listing
CcrtiftcationAgenc,y Kt ystorie Certifications, Inc
Vatidated By Keystone Certifications,im.
lteferenced Standard and Year(of Standard) standard Year
AAMA/WDMA/C SA/t01/1.S,2/A440.45 7005
ASTM'E1300-04 2004
ASTM EIS86-05 2005
ASTM E1996-02 2002.
P.A 7AS1701/202/203' Iqgt,
Equivalence of Product.Standards
Certified By
l>rodu&Approval Method McChp41-Option A E
littps://ivww.floridabiiildiiig.brg/pt-/Pr_app dtl:alspx?pargi.ia-WCYEVXQwtDgsidcHd6iel''8E... 1119/2014
f t
t
F 1or•ift Building Code Online Page 2 oft
Date Submitted 021.07/20.12
Date Validated #72/"LO/Z012
Dato Pending FBC.Approv i
Date Approved `07.123%2012
3Ummary
ofPro�7H-8500.
FL#, mber or Name Description
1Db
DH-8 do vinyl Double dung§ViniSosv,1mUack
Limits.ofUse Certification Agency Certificate
Approved for use in HVH2 Yes X15;° ti_ c !'.2 i E r9r acff
Approved for;use outside HVHZ:Yes SIS?77-R0.:C CA f AR-138- t_c1t
Impact Resistant:Yes, 1_S1C7?'R CAL LIAR 33$_? Rdt
Design Pressure:N/A LL-r,, 74 R0 A�CAR:12_8 790:pa (
Other:Large Missile Impact,Max.Size 56"x 9:1",for DP Ft_ 77 i C_C_AC CAR_13?i 793.ndf
see.instaltatton sheets.Safety glazing on outer cite of I.G. (_{? 1 7 R0 CA
.; C CAR -3 tt-79.rydr
when used in HVHL above 3Q ft. FI_l.Sl'7T R4A �CAR:13$=793.nd`
F 7T R2CcAC QAR.,3879ji&df
ftY5177 Fi2C,CAC CAR3_8 795:Lt(r
Quaiity.Assui-ance C.OlitfaCt„Expiration Date
12147/2015
Installation Instructions
Verified By Lucas A Turner 58201
Created b/Independent Third party: Yes
Evaluation Reports
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Product Approval Accoptst
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ht( s:/Avww.flor&buildin .orglpr/pr app�dtl_aspx?. ar nam«iCiEV A_'QIWtDgsideI-Id6ieIISE... 11 9/�N14
Lucas A. Turner,P.E., MBA Evaluation Report 695
2080 Mauve Ter.
North Port,FL 34286
Ph. 941-380-1574 February 25,2012
Product Description: Series 8500 PVC Double Hung Window,LM Impact,max. unit sizes of up to 56"
x 91"(size limitations due to glass type,see below). The framing of the product physically constrains
both sash from accidentally falling to the exterior during operation of the product.
Manufacturer: Custom Window Systems, Inc. 1900 SW 40'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above- este pro uc per the requirements of FAC
Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida
Building Code including the High Velocity Hurricane Zone. The product testing standards performed are
outlined below.
Technical Documentation:
1) Approval drawing CWS-695,signed and sealed by Lucas A.Turner,P.E. on 2/25/2012.
2) Test Reports NCTL-210-3787-1, -lA,-3, -3A, -313,and-3C,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
3) Supplemental Calculations to support CWS-695, signed and sealed by Lucas A.Turner,P.E. on
1/23/2012
Installation: Units must be installed according to approval document CWS-695.
Limitations of Use: This product:
May be used up to sizes indicated above,with max. glass daylight sizes as shown in CWS-695
—� Achieves design pressures of+/-70psf for 53"x 76"unit size with 3/16 Ann—gap—5/16
Ann/Ann.105"PVB Lami or 56"x 91"unit size with 3/16 Ann—gap—7/16 Ann/Ann.105"
PVB Lami. Achieves+/-90psf for 53"x 76"unit size with 3/16 Ann—gap—7/16 Ann/Ann.090"
SGP Lami with 1"sill riser,or+70/-90 with no sill riser.
—� • Is Large Missile Impact Resistant and does not require the use of shutters
—� May be used in the High Velocity Hurricane Zone
• Requires Dupont SentryGlas(formerly SentryGlas Plus or SGP)Interlayer per Miami-Dade
N.O.A. #11-0624.02 for DP90.
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#11-0624.01 for DP70
• Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A.# 11-0830.09
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Anchors indicated in CWS-695 shall be pan or hex head type and shall have a head or washer
(integrated or separate) diameter of 0.420"min.
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 pri ° rp�luct.
r
2/15/2012
Lucas A.Turner, P.E.
' � STATS OF ��� FL PE#58201
"" Q E114
54 1/4"MAX FLANGE WIDTH _DOUBLE HUNG ELEVATION (IMPACT) PVC IMPACT REQUIREMENT:
53"MAX UNIT WIDTH 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY
LA G W WITH THE FLORIDA BUILDING CODE,CURRENT EDITION
49 114"MAX SASH WIDTH
44 3/8"GLASS DLO 56"MAX UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3)
52114"MAX A
3.CONFIGURATIONS:"X/X".
47 3/8"GLASS DLO
A D 4.DESIGN PRESSURE RATING:
371!8" 7 8 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
MAX ASTM E-1300.
7
321/4" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
sgsH X
SGT GLASS e c INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.
DLO 7 7
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
771/4 E F DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL.WIND
MAX 8 8
76" LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
FLANGE MAX 44 5/8" X 39 3/4"
UNIT MAX GLASS
6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT
37118" HGT HGT
HGT SASH DLO REQUIRED.
MAX
SASH X 321/4"
7.ALL FRAMES AND VENTS FULLY WELDED.
HGT GLASS
DLO 921/4" —— — —— 13B314"
8.REFERENCE TEST REPORT:NCTL-210-3787-1,-1 A,3, 3A,38,�C
MAX
FLANGE 9,SERIES/MODEL DESIGNATION DH-8500.
HGT
44 318"GLASS DLO 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED
49 114"MAX SASH WIDTH 44 5/8" TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRAMING IS
MAX X GLASS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
SH-8500 53"X76"EQUAL SPLIT SASH DLO
DESIGN PRESSURE±70 HGT 11.THE DESIGNATION X STANDS FOR THE FOLLOWING:X=OPERABLE SASH
54114"MAX FLANGE WIDTH 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION.
1/ MAX UNIT WIDTH
49 1/4 _
4s "MAX SASH WIDTH 13.WEEP SLOTS=1/4"X 1 7/8"LOCATED 6"FROM BOTH ENDS.
I Fl44 3/8"GLASS DLO
L-47 3/8"GLASS DLO
521/4"MAXSASHWIDTH [FF[� '�
37 1/8" Ri.
MAX SH-8500 56"X91"EQUAL SPLIT
SASH X 321/4" DESIGN PRESSURE±70
HGT GLASS
DLO
771/4" -------- 76"
MAX MAX
FLANGE UNIT C'4_
HGT HGT
37 1/8"
MAX X32 1/4"
SASH
HGT L DGLOSS LUCAS A.TURNER,FL P.E.58201
V•'�^ --..-J'w WINDOWS&DOORS
TABLE OF CONTENTS as 3!5^GLASS DLO— .J No 58201 t7� 1900 SW 44TH AVE.
49 1/4"MAX SASH WIDTH :OCALA,FLORIDA 34474
GENERAL NOTES&ELEVATIONS..........1
ANCHOR SCHEDULE&NOTES...............2 SH-8500 53"X76"EQUAL SPLIT = * ; RTLE: GENERAL NOTES&ELEVATIONS-IMPACT
GLAZING DETAIL......................................3 DESIGN PRESSURE±90 y =9 STATE OF ;W
DP CHARTS...............................................4 W/1793 SILL RISER � �„p•, •[t,� ERIES: DRAWN BY: DATE:
2/15/2012 ! `• P 8500 ADE 12/15!2011
SECTION VIEWS..EXTRUSIONS& O.M..............................5 PROPRIETARY AND CONFIDENTIAL �i��Sj•. R •' MODEL: SCALE: DWG.NO.:
THE INFORTION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF CUSTO
INSTALLATION DETAIL..........................7 8 WINDOW SYSTEMS INC.ANY REPRODUCTION N PART OR ASA WHOLE WITHOUT THE �4/ .S�p111A; N�`� PVC DOUBLE HUNG REVLETTER TS SHEET: CWS-695
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 1 OF 8
8"MAX O.C.
6"MAX, 8"MAX O.C. 6" AT MIDSPAN
AT MIDSPAN C SEE NOTE 2
A � —
6"MAX.
T -------- — SEE NOTE
6"
MAX. I \
12"MAXX O.C. MX.O.C.
L INSTALLATION
_ ANCHORS,SEE
�( NOTES(TYP)
I
B 4" B 4" D
INSTALLATION
ANCHORS,SEE 1
NOTES(fYP) 4"
-IT �
\ X 15 3L
8500 53"x76"EQUAL SPLIT
ANCHORLAYOUT
THRU FRAME(MASONRY OR WOOD OPENING) C
DP+/-70 or+/-90 8500 56"x91"EQUAL SPLIT ¢,
ANCHOR LAYOUT q•
THRU FRAME(MASONRY OR WOOD OPENING)
DP+/-70
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEA .
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.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.1/4"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2-1/2"
SHALL BE ACHIEVED IN EITHER DIRECTION.A MINIMUM CENTER TO CENTER DISTANCE OF 4"SHALL BE ACHIEVED.
5.#12 WOOD SCREW ANCHORS(FLANGE INSTALLATION THROUGH FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 13/8"INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN
EITHER DIRECTION.
6.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
LUCAS A.TURNER,FL P.E.58201
7.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL `, ��10REtN�, t'
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. %%
P„ i.
8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��T'�4\GEN&'-.Ryo
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) &DOORS
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. w; No 58201, 1900 SW 44TH AVE.
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). =*; * it=OCALA,FLORIDA 34474
TITLE: ANCHOR SCHEDULE&NOTES-IMPACT
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING '9 STATE OF t Lu:
'r 0. [L� ERIES: DRAWN BY: DATE: 12/15/2011
THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 2/15/2012 '�f;,\'. °( p P ` 8500 ADE
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), PROPRIETARY AND CONFIDENTIAL ��\'5'•.O R 1 MODEL: SCALE: DWG.NO.:FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOwN�Na RMMS,IIN.ANY TOMwwooONSYSTEMS.INNC.IS WHOLE EITHOUT THE �� SfQNR; N �, PVC DOUBLE HUNG REV.LETTER: SHEET: CWS-695
OF 20F8
r
1 118"OVERALL 1 1/8"OVERALL 1 118"OVERALL
3/16"ANNEALED or TEMPERED 3/16"ANNEALED or TEMPERED 3/15"ANNEALED or TEMPERED
1/2"AIRSPACE 9/16"AIRSPACE 112"AIRSPACE
7/16"LAM[ 3/8"LAM[ 7/16"LAM]
3/16"ANNEALED 1/8"ANNEALED 3/16"ANNEALED
.105 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER
3116"ANNEALED 1/8"ANNEALED 3116"ANNEALED
38 SIKAFLEX 552 OR 38 SIKAFLEX 552 OR 38 SIKAFLEX 552 OR
PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H"
19 19 19
13/16" 13116" 13116"
GLASS BITE GLASS BITE GLASS BITE
�c—
741
2 2 2
GLASS TYPE A GLASS TYPE B GLASS TYPE C ��
FULL SIZE FULL SIZE FULL SIZE
LUCAS A.TURNER,FL P.E.58201
I,1i1111111/1"
"S PP.OREK, I,•,,�
(i
G2 :4\CENSE•.
N1NDOiVS&DOORS
v:• No 58201 •:�-P 1900 SW 44TH AVE.
SILL DESIGN GLASS F OCALA,FLORIDA 34474
RISER PRESSURE MAXSIZE TYPE -b * :�=TITLE: GLAZING-IMPACT
NONE +/-7D 56 X 91 A �L� "� STATE OF SERIES: DRAWN BY: DATE:
NONE +/_70 53 x 76 B i0,�.•a �� 8500 ADE 12/15/2011
2/15/2012 �, OP• ��;
NONE +70/-90 53 X 76 C PROPRIETARY AND COWIDENTIAL ��. ....•. R I ``� MODEL: SCALE: DWG.NO.:
THE 1793 +/-90 53x76 C WIDOW YSTION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMMSS.INO�REPRODUC TION STOMWINDOWSNPARTORAS WHOLE
IWITHOUTTHE ����iS0 � PVC DOUBLE HUNG REV.LETTER:1 SHEET: CWS-695
30F8
r
18 2 15
41 5 INTERIOR
15 22 2 41
mp
1 3
S32
0❑00 Opo
15 �E 18 a❑�° °�a
2 g 19 g
2 34 ❑❑jj �. J ❑
9 35 _oU i L J
5
g EXTERIOR 15 6
2 40
19
INTERIOR 22 7 SECTION VIEW B-B 1
22
40 I c 1 7 8
15 Of
7 'e
6
9 I
4 22 THIRD POINT I THIRD POINTS ..�
37 _.
30 3
t r_-
fR�
19 r, TOP LOCK LOCATION Lac.,EXTERIOR
14 � 24
2 �I Hp II �
10 16 13
22 25
42 35
34
9 1.FRAMES MAY BE USED WITH OR WITHOUT FLANGE
1UJI (SEE INSTALLATION OPTIONS,PAGES 7,8)
lily/ '41 32 2.MAXIMUM+70 D.P.WITH NO SILL RISER.
18
LUCAS A.TURNER,FL P.E.58201 3.ROTARY LOCKS AT SILL ARE OPTIONAL.
31 p 18 Pp10REW�Tr.�'.
&DOORS
ALT.SILL LOCKS `+.• NO"58201 fi-% 1900 SW 44TH AVE.
SECTION VIEW A-A :*; * iF=OCALA,FLORIDA 34474
TITLE:
SECTION VIEWS—53 x76IMPACT
.' STATE OF :�u/ 'SERIES: 6500 DRAWN BY:PROP -T-
10. ATE:
2/15/2012 ADE 12/15/2011
THE INFORMATION CONTAINED IN�THIS DRAWING IS THETARYAND CONFIDENTIAL
SOLE PROPERTY OF CUSTOM ',���j ssC O'R'�� ,?�,
MODEL:PVC DOUBLE HUNG SCALE: DWG.NO,:CWS-695
WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE fr 11",sifts*,"'
`%%%` REV.LETTER: SHEET:
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 4 OF 8
r
1g 15
41 5 INTERIOR
15 22 2 41
1 3
8 32
o� o000 �a
15
2 19 2 0
, 3a ❑ �. �
9 4 35 i t ME
O �o�
5 LI
O 6 40 EXTERIOR 15 6
2
19
44 INTERIOR 22 SECTION VIEW D-D
r 7 2 1 1
15 ��
7 6
r1 _ 22
4�— ' THIRD POINT THIRD POINT
37 i 4 Y
21 11
30 3
45
19
TOP&BOTTOM LOCK LOCATION
EXTERIOR
2
10 16
5
35
34
1.FRAMES MAY BE USED WITH OR WITHOUT FLANGE
1 32 (SEE INSTALLATION OPTIONS,PAGES 7,8)
2.MAXIMUM+70 D.P.WITH NO SILL RISER.
LUCAS A.TURNER,FL P.E.56201 3.SILL ROTARY LOCKS REQUIRED OVER 76"TALL
31 0 18
ORS
Pjo 58201 :1?: 1900 SW 44TH AVE.
SECTION VIEW C-C rF? * t OCALA,FLORIDA 34474
TITLE:SECTION VIEWS-56 x 91 IMPACT
Z� 1 .STATE OF :��/`� SERIES: DRAWN BY: DATE:
DENTRL 2/15/2012 �. 6500 ADE 12/15/2011
THE INFORMATION CONTAINED IN0 .
PROP�THIS DRAWING ETARYAND IS THE SOLE PROPERTY OF CUSTOM ,��ij\SSC OR,�•N���,, ODEL:PVC DOUBLE HUNG SCALE: DWG.NO.:CWS-695
WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE '�it118n119�0`��` REV.LETTER: SHEET:
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 5 OF 8
•
PART# DESCRIPTION VENDOR MATERAIL OTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T
1 H-6089 OUTERFRAME MIKRON PVC 51/16"
2 H-6090 SASH PULL RAIL MIKRON PVC _113/16-1
3 H-6091 SASH LIFT RAIL MIKRON PVC 2 3/8"
4 H-6092 FIXED MEETING RAIL MIKRON PVC 1 4
5 H-6093 SASH SIDE RAIL MIKRON PVC 2
6 H-1787 PANEL REINF.SSR KEYMARK ALUM z 7/15"
1/15"
71H-1791 SCREEN FRAME KEYMARK ALUM 31/s" 2112" 7116"
91H-1798 SASH HD REINF.TOP/BTM KEYMARK ALUM 1116'
lO S-1948 THRESHOLD w/WSTP KEYMARK ALUM O[300M 1116 SCREEN FRAME-5154
i I
11 S-1790 INTERLOCK,EXT MTG RAIL KEYMARK ALUM 11116"
13 P-5165 CARRIER CALDWELL PVC SASH MTG RAIL-H-6092 PVC SASH PULL RAIL-H-6090 4
14S-1917 CARRIER BRACKET KEYMARK ALUM PVC FRAME-H-6089 1 5116„
15 P-5152-53 SASH GUIDE,UR ULTRALIFT M&M NYLON
16 P-3309 WSTP.-.210H x.187BACK ULTRAFAB 1 518"--1 5l16'� I.15116�
18S-6095 INSTALLATION HOLE FILLER MIKRON PVC
19 S-6096 IGLAZEBEAD MIKRON PVC Q g 9 ALUM SCRNASTRGL-1914
20 P-3028 1/8"SETTTING BLOCK FRANK LOWE RUBBER 5 1 5/16" 3/16" 70 __�
6„ 518"
21 P-3159 #6 x 1-1/4"PH,FLAT,TEK @ FMR FASTENAL STEEL 1/8"
22 P-3302 WSTP.-.330H x.187BACK ULTRAFAB 2 7/15 1 5116"
24 P-3541 #8 x 1/2"PH,PAN,TEK ROLLER,CARRIER BRK FASTENAL STEEL A—d
@ 1/16" ALUM SBR/STR-H-1798
25 P-3542 #8 x 1"PH,PAN,SMS @ KEEPER FASTENAL STEEL
ALUM SSR-H-1787
26 P-4640 #8 x 1 PH,FLAT,TEK FASTENAL STEEL HA
27 P5250 LOCK,SPRING.FLIPPER INTERLOCK ZINC PVC SASH SIDE RAIL-H-6093 ALUM INTERLOCK-1790
28 P-3784 IKEEPER,SPRING LOCK INTERLOCK ZINC
30 CLOSED CELL PAD,USED WITH 45 4
31 P-4479 WEEP COVER M&M NYLON 3 —i 5/16"
32 P-4984 #8 x 3/4"BINDING POST/SCREW 21116^ r-5/ts ±"FASTENAL STEEL 1 7/a^
33 P-4264 #8 x 3/4"PH,FLAT,TEK,W/#6 HEAD @ LOCK FASTENAL STEEL 1a 1115"
1116" 1 3115"
34 P-4752 SWEEP LOCK SULLIVAN ZINC 7 1s
35 P-4952 SWEEP KEEPER SULLIVAN ZINC 19116" 11116"
36 #12 x 2 HEX WASHER HEAD,SMS FASTENAL STEEL 10 —L
371P-3515 #8 X 9/16 FLAT PHIL SMS WHITE FASTENAL STEEL ALUM 1"ALUM SILL RISER-S-1793 ALUM BALANCER BRKT-1917 G.•BEAD-S-6096
38 PURFECT GLAZE H,SIKAFLEX 552 HENKEL/SIKA ALUM THRESHOLD-H-1948 } s�
39 GLASS SEE SHEET LOWER 718" 1/16" T
40 GLASS SEE SHEET3 UPPER 5116"
41 BALANCER-ULTRALIFT CALDWELL _
42 S-1793 SILL RISER,1" KEYMARK ALUM N�
44 P-5112 SPACER,KEEPER 211/16" 19 �y
45 P-5251 SASH END CAP,OUTER SASH M&M NYLON
INSTALL COVER-ssos5 �!
46 P5154 SCREEN FRAME ALLMETAL ALUM 3 p�
1471S-1914 SCREEN H-BAR KEYMARK IALUM
112" tF�ygt
amlo^r Z3=
PVC SASH LIFT RAIL-H-6091 LUCAS A.TURNER,FL P.E.58201
,NOREW ry�bi
N7NDOW5&DOORS
v: Na 58201 :�-: 1900 SW 44TH AVE.
=OCALA,FLORIDA 34474
d; Z rITLE: EXTRUSIONS/B.O.M.-IMPACT
STATE OF :•�� ERIES: DRAWN BY: DATE:
O A' 41 8500 12/15/2011
PROPTHE INFORMATION CONTAINED IN�THIS DRAWING ISTHE SOLE PROPERTY OFCCUSTOM ++���SS`�OR,•v NG\?`` ODEL PVC DOUBLE HUNG aCALE: 172E DWG.NO...CWS-695
NOTE:ITEMS 23&43 NOT USED IN THIS PRODUCT. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,OR IS WHOLE
WITHOUT THE �4� NA� ���` REV.LETTER: SHEET:
REPRODUCTION IN PART 60F8
1 BY WOOD BUCK
SEALANT BETWEN BUCK BY OTHERS[A]
OPENING BYEOTHERS
1 1!4"MIN.EMBEDMENT 1/4"MAX SHIM 1/4"MAX SHIM
[C�MIN EDGE DIST. [q,Y BUCK BY OTHERS [C] [g] [B]
CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT
CONCRCONCRETE/MASONRY AROUND PERIMETER AT ALL INDICATED 1 3/8"MIN.EMBEDMENT
BY OTHERS
POINTS BETWEEN FRAME AND BUCK [D]
BY OTHERS BY OTHERS BY INSTALLER.
EXTERIOR FINISH �•.. �� INSTALLATION ANCHOR,
BY OTHERS 1/4"DIA.MASONRY ANCHOR '
[C] -t MIN EDGE DIST.
SEALANT BEHIND 1 1/4"MIN EMBEDMENT '• i e [D]
FLANGE BY [C] l
•; �I' �; INSTALLATION ANCHOR,
INSTALLER L I I j 1 ;i a #12 WOOD SCREW.
21/2" • '� [D]
PERIMETER SEALANT CONTINUOUS DOUBLE 3/16"BEADS OF MIN 'a'• 2 BY WOOD BUCK
BYINSTALLER SEALANT AROUND PERIMETER AT ALL EDGE �,.
INDICATED POINTS BETWEEN FRAME DIST.[C] ; :�. ` BY OTHERS.
AND BUCK BY INSTALLER. [A]
titi t�
. y` � " �"• � S LANT BETWEEN BUCK
INSTALLATION ANCHOR,1/4"DIA. AND OPENING BY OTHERS
MASONRY SCREW. SEALANT BETWEEN BUCK
[C] AND OPENING BY OTHERS EXTERIOR FINISH
BY OTHERS
EXTERIOR FINISH
BY OTHERS SEALANT BEHIND PERIMETER SEALANT
FLANGE BY INSTALLER BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
C HORIZONTAL SECTION
B HORIZONTAL SECTION 7 FRAME(2X WOOD BUCK)
7 FRAME(MASONRY INTO 1X BUCK) OTE:HEAD AND JAMB
y IMILAR FOR 2BY INSTALLATION.
L INSTALLATION SAME AS
H ELOW.
HIGH RISE SILL
(OPTIONAL)
N
SEALANT UNDER SCREW
HEAD BY INSTALLER
CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT '4
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND BUCK
SEALANT BEHIND BY INSTALLER.
FLANGE BY INSTALLER REFERENCE NOTES:A
PERIMETER SEALANT �B,"MAX SHIM -•."�.a+l []
cry{ SEE NOTE 10,SHT 1
p-••••► ►•► D '�r� SEE NOTE 28
BYINSTALLER [CI SEE NOTE 4,SHT 2
•►D• D• • ^-g� IDI SEE NOTE 5,SHT 2
EXTERIOR FINISH p - D•4 D•C 1 114"MIN.EMBEDMENT �ra�
BY OTHERS D-e • D-•.- .• C ►D D •D• [C] LUCAS A.TURNER,FL P.E.58201 `.
d Dp > p D
D p p p.a D.Q �. `` re
p .•D•. D .•D -•D � Ptio REby
CONCRETE/MASONRY - Or7.�YC E NSF G �^
2 1/2"MIN EDGE DIST. 4 J� �� WINDOWS&DOORS
BY OTHERS [C] No 58201 :P S 1900 SW 44TH AVE.
INSTALLATION ANCHOR,1/4"DIA. * * OCALA,FLORIDA 34474
MASONRY SCREW[C] * ITLE'
7 INSTALLATION DETAIL THRU FRAME-IMPACT
7 +9 STATE OF 44, ERIES: DRAWN BY: DATE:
12/15/2011
A VERTICAL SECTION 2�15�2�12 �TIAL �A•• � eP•:�?� 8500 ADE
FRAME(MASONRY) THE INFORMATION CONTAINED IIPRON�THIS DRAWING IETARYAND S THE SOLE PROPERTY OF CUSTOM i�,�ss "O•R �����, MODEL:PVC DOUBLE HUNG SCALE: NTS DWG.NO.:CWS-695
WWINDOW SYSTEMS,
RITTEN PERMISSION INC.
PRODUCTION IN PART OR IS WHOLE
TVEDTHOUT THE ��ir BONA; �P` REV.LETTER: SHEET:
7OF8
►
CONCRETEIMASONRY BY OTHERS
"MIN EDGE DIST.
[C] 1 3/8"MIN EMBEDMENT
SEALANT BETWEEN SEALANT BETWEEN BUCK [D]
_ BUCK AND OPENING BY OTHER AND OPENING BY OTHERS
1 1/4"MIN EMBEDMENT 1!4"MAX.SHIM
IC] :'off %�o�:'►. 1 B WOOD BUCK [B]
BY OTHERS[A] 2 BY WOOD BUCK
y�}•'?y BY WOOD BUCK BY OTHERS[A] BY OTHERS
EXTERIOR FINISH 1/4"MAX SHIM [A]
BY OTHERS IBI
MAX. HIM
[BI X CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT
PERIMETER SEALANT [B] AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN F E ND BUCK
A
BY INSTALLER CONTINUOUS DOUBLE BEADS ' 4 BY INSTALLER.
SEALANT AROUND PERIMETER AT ALL LL
INDICATED POINTS BETWEEN FRAME ' INSTALLATION ANCHOR,
AND BUCK BY INSTALLER. - #12 WOOD SCREW.
44 ED)
4.
INSTALLATION ANCHOR, INSTALLATION ANCHOR, EDGE
1/4"DIA.MASONRY ANCHOR. 114"DIA.MASONRY ANCHOR
DIST.
[c] IC] ID]
21(2"MIN EDGE DIST. M
IC]
• "fXrr
y PERIMETER SEALANT BY STALLER
44"MIN EMBEDMENT EXTERIOR FINISH BY OTHERS EXTERIOR FINISH
[C] BY OTHERS
HIGH RISE SILL �=3 SEALANT BETWEEN BUCK
6 AND OPENING BY OTHERS
(OPTIONAL)
E HORIZONTAL SECTIOND
CONTINUOUS DOUBLE 3116"BEADS OF $ ALTERNATE BOX FRAME(MASONRY) rF HORIZONTAL SECTION
SEALANT AROUND PERIMETER AT ALL INTOIXWOODBUCK 8 ALTERNATE BOX(7X WOOD)
INDICATED POINTS BETWEEN FRAME
D LICK BY INSTALLER.
INSTALLATION ANCHOR, NOWN
TE:HEAD AND JAMB
1/4"DIA.MASONRY ANCHOR, �� MILAR FOR 2BY INSTALLATION.
PERIMETER SEALANT UNDER SCREW .% .S•�� L INSTALLATION SAME AS
SEALANT HEAD BY INSTALLER(C] BELOW. REFERENCE NOTES:
BYINSTALLER �-'
114"MAX SHIM
[A]SEE NOTE 10,SHT 1
[B] [B]SEE NOTE 283,BHT 2
ICE SEE NOTE 4,SHT 2
EXTERIOR FINISH p •• • p • [D]SEE NOTE 5,SHT 2
BY OTHERS ••D.C D C D p.¢ D �'�">
D �. �••p �D�.,p •D LUCAS A.TURNER, P. 8201
D.C ,D.'•D.C D D'C D• D p � D' ..
•D.e•��•P e D. P.�.D . ICE MIN EMBEDMENT
• „`GTG'.LAG E td S G�2.r,
WINDOWS&DOORS
2 1/2"MIN EDGE DIST v
CONCRETE/MASNo 59201 P S1900 SW 44TH AVE.
ONRY
BY OTHERS IC] *; * y*=OCALA,FLORIDA 34474
rD1 VERTICAL SECTION ✓J = TITLE' INSTALLATION DETAIL THRU FRAME-IMPACT
g ALTERNATE BOX FRAME(MASONRY) �` s STATE OF
i R 2[V ERIES: 8500 DRAWN BY:ADE DATE: 12/15/2011
2/15/2012 %,�'' 4 D p•'
PROPRIETARYAND COIFIDENTWL /IN THIS DRAWING IS THE SOLE PROPERTY OF CU ,�S••• R �j`� MODEL: SCALE: DWG.NO.:
THE WINDOW SYSTEMSTION.INC.ANY RONTAINEDEPRODUCTION N PART OR AS A WHOLE WITHOUT THE STOM �'�ys�0(�A,EN.�`� PVC DOUBLE HUNG REV.LETTER: SHEET: CWS-695
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. B OF 9
MIAM!•DADE MIAiNII--DADE COUNTY,FLORIDA
e PRODUCT CONTROL SECTION
DEPARTiV1ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADIMNISTRATION DIVISION T(786)315-2590 F(786)315-2599
PTA,NCE NOA www.miomidade.Qov/econori°y
Lawson Industries,Inc.
8501 NW 90 Street
M le ,FL 33166
SCOPE.
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.-The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply,with th=1-1
D SC TI N: Clipped Extruded Aluminum Tubc Mullion w/and�v/o Steel RciuforPROVAL DOCUMENT: Drawing No. LAW—ML-1001, title "Aluminum Tu e
through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and
sealed by Thomas J. Sotos,P. E., beating the Miami—Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control
SS + I A T T ar a nc Si ral iss'le m ac R si tar t
LABELING: Each unit shall bear a permanent label with the manufacturer`s narne or logo, city, state,
series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No. 14-0908.08
MlAMFDADE COUNTY Expiration Date: May 30,2017
° t 3 E Approval Date: November 06,2014
L N.'0 Page 1
Y
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. 'Manufacturer's die drawings and sections.
(Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09)
2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision`B" dated 08/01/14, prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P. E.
B. TESTS
1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane
Engineering&Testing,Inc.,Test Report No.HETI-02—T071, dated 09/16/02,tested
per ASTM E8, signed and sealed by Rafael E.Droz—Seda,P. E.
(Submitted under previous NOA No. 02-0501.05)
2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Huriicane
Engineering& Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz—Seda,P. E.
(Submitted corder previous NOA No. 02-0501.05)
3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with in drawings and installation diagram of 120—inch span aluminum
tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI--02-1716, dated 8/27/02, signed
and sealed by Rafael E. Droz—Seda,P. E.
(Submitted under previous NOA No. 02-0501.05)
4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked—up drawings and installation diagram of an alutninum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P.E.
(Submitted under previous NOA No. 02-0501.
5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—up drawings and installation diagram of an aluminum sliding
glass door, prepared by Htrricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E.
(Submitted corder previous NOA No. 02-0501.05)
IK" ! Jaime D.Gascon,P E
E 7 i 0
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,201.7
Approval Date: November 06,2014
E-1
e
f �
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINL UED)
6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL--1376,
dated 01/31/96,signed and sealed by Gilbert Diamond, P. E.
(Submitted under previous NOA No. 95-1212,09)
7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FSC,TAS 202--94
along with marked—up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90—inch span mullion and a 45=inch high fixed
window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E.
(Submitted under previous NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FSC-2010,
prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed
and sealed by Thomas J. Sotos,P.E.
(Subtitilted zn dei-previous NDA No. 12-0127.07)
2. Glazing complies with ASTM E1300-04109
D. .QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5`"Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E.
2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance to and complying with FBC-2010, issued by
manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E.
(Submitted wirlei,previous NDA No. 12-0127.07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No. 12-0127.07)
Jaime D.Gascon,P.E.
Product Control Section Supervisor
4
rl'j'
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,201,4
E-2
Y �
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (COWINUED)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18,
dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No. 10-0610.02)
6. Laboratory compliance letter for. Test Reports No.'s HETI-02-1714,
HETI-02-1716, HETI-02-1717, HETI-02--1718, dated 8/27/02 and
HETI-02—T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc.,
signed and sealed by Rafael E. Droz—Seda, P. E.
(Submitted under previous NOA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and
FTL--1383, dated 02/13/96, both issued by fenestration Testing Laboratoiy, Inc.,
signed and sealed by Gilbert Diamond, P, E.
(Submitted under previous NDA No. 02-0501.05)
G. OTHERS
1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement—L.M.I,",
approved on 03/29/12 and expiring on 05/30/17.
Jaime D.Gascon,P.E.
Product Control Section Supervisor.
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 46,2014
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE a
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
GLAZING HORIZONTAL MULLION 4
PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS y
3 USING MULLION PROPERTIES ONLY
ANCHOR/CLIP MULLION GLAZINGPRODUCT+ N GENERAL NOTES: mo[HORIZONTAL
3 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3�` y z Y
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING z z
+'N HIGH VELOCITY HURRICANE ZONE (HVHZ). A z WW
VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N w x Z W o
MULLIONMULLION 3 APPLICABLE FLORIDA SLOG. CODE REQUIREMENTS LE: WIND LOAD,WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS,
Oz 2 N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
GLAZING GLAZING GLAZING ¢ I— GLAZING 3W
PRODUCT PRODUCT PRODUCT PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER aN
3 LOADS TO THE STRUCTURE. C E,
Q 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yy
ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H d
ARE NOT PART OF THIS APPROVAL. a'
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p• (n c
WOOD ANCHORS ONLY. W _,
S. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN
MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE— SECTION 2003.8.4.
�
WIDTH (W) = Wl + W2 + W3 MULLION & CLIP NOTES: A
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEEP z
2 OF 10 FOR DETAILS AND NOTES. ~
ANCHOR/CLIP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o n M
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N w
4 OF 10 FOR DETAILS AND NOTES. 4 4
* REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
PR DUCT3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
VERTICAL `. 3 6, 7, S, & 9 OF 10 FOR DETAILS AND NOTES. u
MULLION + N • REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESM E CHARTS e r o 0
G
Z
GLAZING GLAZING
PRODUCT PRODUCTmuni GLAZING GLAZING z
PRODUCT 1i PRODUCT z
VERTICAL
ANCHOR/CLI MULLION '
'I ANCHOR/CLIP o
W1 W2 W1 W2 H
N
W MULLION SPAN _� .gy y�N..
h e(
PRODUCl'RBVISBD x �,:�
ns wmplyia8 with Ilia 14adda "%N
Wl + W2Wl + W2 Su7d0iSCodc Q QQQ o
WIDTH (W) = 2 WIDTH (W) = 2 AcnpmnwNo / C3 OV
TYPICAL MULLION ARRANGEMENTS
riimiilj'.'nda Product Cbniiul 6
Ll
w
� N
1,690
7L- ,12s \ p+
I a
A6ZJ 1.500 �
.156 TYP. rllICAL 3.000 1.5001.4054.000 .115 1.732 .f25 N�¢ p x-{ q31000 3.Ofi2 3.000 .115 n o2 X 4 2.000 �2 2.062 3 LL h
Fes4.500 �I STD. TUBE WINDOW FRAME 2600 z Z p ,z W
o
2X MULLION CLIP m a g o
6063-T6 .1881 .156 E. "0 d
102 1.000 102 . 156-11 .078 (I`� •a
6.000 1.062 1.188 1.062 1.198 F^1.062--i � �', z
NOTCH L 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 W 1;
�•L• oPnoNa. �<n STD. TUBE p f-0
MULLIO CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION yy w
6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 C [� Tn
Ixx: 2.070 in4 Ixx: 1.000 in4 Ixx: 0.950 in! Ixx: 0.370 in Ixx: 0.330 in4 ()
o I Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in Sxx: 0.330 in3 z ]G a
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME) NGE FRAME) rp
j STANDARD TUBULAR SHAPES 2.000-�1 s 1 plyi0 w111101a1+MftdO 4 �1
'I TYP.WALL=.125'ALL I BuldlnO Ca e .rO O off+
I ALLOY- 6063-T6 II-1.000»11 Accq'Imce l!0 9 W qz
.750 II 1 1 .125 Lrpim i� I w Q
•j TYPICAL [ ry
GLAZING PRO CT 13Y W k
.124 I�L000-I .iiNni U.06'rooucl Cbnico CFj �J
I I 125 §
F �0 �2.000�
2000 .125 2.250 '�_:�� 4.000 �1.000� .125 A
6.000 3.000 F I H
.125 444
21000
4,500 L
a 3
1X MULLION CLIP 2.000 31000 41000 a10oo N
6063-is 1 X 4 1 X 3 1 X 2-
MULLIONS
MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MUI.I.ION STD. TUBE MULLION m « m m g
✓'L' L
TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 6083-T6 6063-T6
NOTCH
OPnONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in`.' Ixx: 0.950 in Ixx: 0.330 in'.
Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 e c
STD. TUBE MULLION STD. TUBE MULLION m v
a a SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING 8083-T6 4 6083-TB 4 1 N
0 o Ixx: 6.280 in. Ixx: 2.980 in. u 2 z
Sxx: 2.760 in3 Sxx: 1.490 in3 z°
i
CLIP LENGTH
RECTANGULAR ALUMINUM TUBE MULLIONS ? (�
MULL "L,• INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
1 X 2 1.688' AND CAN BE USED WITH ALL LAWSON•S MIAMI-DADE
1 X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. s
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD N ? J -
NOTCH L X 4 31688' REQUIREMENTS, Hos OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT m�o• ' •
2 X 4 3.688' APPROVAL
- NOTES
125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o� -
y�..
21000 USING CHARTS ON SHEEP 3 Of 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o "... I
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
2. MULLIONS MAY BE ORIENTED VERTICALLY OR ,v
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o ,�•
I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY.
2.000--1 6063-T6 INTO
TUBE MULLIONS,
SHEEi 9 OPTIONAL
. SEP 6 ON SHEET
, ESELECT
DESIGN LANCHOR
OADS SPE WITH DESIGN
STEP TING E. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
AT ARRANGEMENTS OR STACK CONFIGURATIONS. A
=b
1 l �
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS
Width w MULLSPAN 1X2 1X3 1 1X4 1 2X4 2X6 Width(W)l MULLSPAN I 1X2 I 1X3 1X4 1 2X4 2X6 Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 to o
18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 o z
24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.5 45.4 126.2 q
30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 O
36 102.6 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 n.1 o
42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 t'-il o mw o o
48 38-3/8" 76.9 150.0 150.0 150.0 150.0 48 74-1/4" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 o 2
54 68.3 137.6 150.0 150.0 150.0 54 27.2 59.2 85.2 150.0 54 - 20.2 66.1 m o 4�
60 61.5 123.9 150.0 150.0 150.0 60 24A 53.3 76.7 144.2 60 18.2 `0.5 z�z o Z
66 55.9 112.6 rj
150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 qq
72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 120.2 72 - 15.1 42.1 w= 2 0 o
78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 38.8 m�CL o
18 1 n 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 a
54 20
24 lX 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 132.4 150.0 24 23.7 34.1 94.8
30 ""1 v 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8
44.6 118.6 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 p
42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 U rn
50518" 33.5 89.0 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" - 17.1 47.4 q
54 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 64 - 15.2 42.1 z `� z
60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112 7 60 37.9 ®~ o
66 24A 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102.4 66 34.5
72 22.3 69.3 96.9 139.5 150.0 72 30.7 44.1 93.9 72 31.6
78 20.6 54.7 89.5 128.8 150.0 78 - 28.3 40.7 86.7 78 29.2 N WWa m
18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 a
24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0
30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 - 21.0 58.4 N w
36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 o
42 25.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 Q
48-7 57" 23.5 67.5 114.7 150.0 150.0 48 96„ 30.8 44.3 107.8 48 144" - 36.5
54 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 z
60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2
66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78.4 66 2(x.6
72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3
78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22.5 $ o
18 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1 , a
24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 s r &
30 27.6 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 " `o
36 232 66.7 125.2 150.0 150.0 1 36 26.8 41.5 113.6 36 15.5 43.1 r
Y
42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 36.9
48 63" 17.4 50.0 1 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150" 32.3
64 15A 44.583.4 120.1 150.0 54 19.2 27.7 75.7 64 28.7
z z
60 40.0 75.1 108.1 150.0 1 60 17.3 24.9 68.1 60 25.8 z
66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0M72
23.5 .
72 33.3 62.6 90.1 150.0 72 20.8 56.8 21.5
78 30.8 57.8 83.2 150.0 78 19.2 52.4 19.9 3a
HORIZONTAL MULLION
%'ELAZINC _ TYPICAL MULLION ARRANGEMENTS
VERTICAL PRODUCT
-MULLION ARCHES TO BE INSCRIBED o •,'o
u�:.:,'•
Z INSIDE RECTANGULAR SHAPE b+z� ,, �' P.
GLAZINO GLAZING �¢ NOTE:
PRODINT PRODUCT aMULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREWSED
ern N w complying Mill du)Flotidecri, - _ N'`;�^�•-
3 VERTICALLY OR HORIZONTALLY. i3uildingCodn ((( ))) C{+. w
W1
GLAZING GLAZING AcrtplMca No 9�
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) H�i nY4<te / ��' �'8'.`% ,•, - `,-''"
WIDTH (W) = Wt 2 W2 Alia�iT3adePmdustCnotrol a f'1%:yir; Ie}cl9`s`�`,, a
W2 IP MULLION SPAN I H
A
1.690 L
.12s 1.000
7- (4
.0627 b8B 312 1.000 1.500 h � •.
__ .125 .06 r 73.000
.688X156 TYP. .125 -7 O q z
3.000].4054.000 •115 '',j 2 F- pi V y
4.000 3.000 3.000 JI.3.062O Ej2�X 4.00036 2,688 .Lq O 'f
TYPICAL4.500� WINDOW FRAME z _ z
ti O
2X MULLION CLIP r r �-1.000-� 00�a o
6083-T8 2 X 6 .188 .102
1.062+1 '156 L0 2_ 1 X 3 1188 a O
F� STD. TUBE MULLION 1 X 3
NOTCH 'L• 6.000 STD. TUBE 1 X 4 0063-T6 CUSTOM MULLION W a'
•L• oPT1oNu. LLIO 1 X 4 STD. TUBE MULLION 1 X 3 sos3-is A Oa
CUSTOM MULLION 6063-T6 CUSTOM MULLION ]
6063-T6 6063-T6
4 4 4 Ixx: 2.168 in Ixx: 2.218 int E z
Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3
3 3 3 Sxx: 1.445 in. Sxx: 1.479 in3 C)
e I I Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. yyy
L (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®H p
e "00DARD TUBULAR SHAPES
2.000
,j TYP.WALL .125'ALL (n O '�]' O
i ALLOY> 6063-T6 1.580 r-, U
750 W k1
It TYPICAL H N, rn
GLAZING PRODUCT fL/Cs U �j
- F#12
2.000
1.0001.625 I 7t� 1'�e .7 g
2.000 .125 22s0
4.000 � ~
'I 6,000 .
4,00F .125
4.500 f p o
1X MULLION CLIP 3.000 4.000 3.625 + c
6063-T6 �
MULLIONS CONTAINING
•L• ,c'L' TYPICAL GLAZING PRODUCTS
NOTCH
OPTIONAL HORIZONTAL OR VERTICALs
'RODUCI'RrV15ED
a+camplylag wWI IWI Florida r °
o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Bundlllg Code a
FASTENERS SIZES AND SPACINGA"v Ilmlca Ito r ° 'e
o STD. TUBE MULLION STD, TUBE MULLION [: 1 '
6063-T6 6063-T8 z Z
Ixx:19.648 int Ixx: 7.649 in 13Y - z
tali,ml-013a 1'roducl COnirol 8�
CLIP LENGTH Sxx: 6.549 in3. Sxx: 3.825 in3 a
L L' I RECTANGULAR ALUMINUM TUBE MULLION
MULL "�" INSTRUCTIONS; USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. f+FS�171TFf TS/tTs,
I X 2 1.688' x ki.a?
STEP 1 DETERMINE oe51GN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
S MIAMI-DADE
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. == -
NOTCH I X 4 3.688' REQUIREMENTS.
T OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT cn 'P
I 2 X 4 3.688' APPROVAL
fzs MIN. 2 X 6 5,688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 3 o ci y `c
P-1 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION S12E 1 OF 10 FOR BUILDING CODE COMPLIANCE. sl _ •' "
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. IN STEP t aeovE. o -
.IL_ ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a i
INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
6063-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. 6
z.000
a
L
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCE TU yl• �I_ S
m �
Width(w).1 MULL SPAN I 1X3 1 1 X 4 1 2X4 I 2X6 Width w MULL SPAN 1 X 3 1 X 4 2X4 2X6 Width w MULL SPAN 1 X 3 1 X 4 192X 2 X 6
18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 16 44.0 95.7 150.0 150.0 o z
24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q
30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 ° y
36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 M w
42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 N ao v o
48 38.318" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120 16.5 35.9 58.3 149.7 0 .. z
54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1
60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 26.7 46.6 119.8 3 r7
66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 ?6 z � z
72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 w= a
78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 76 22.1 35.9 92,1 a a
18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 vNi
30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 W
36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 ❑ z
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 E
48 50518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 a
54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 z
60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 H z
66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 w a
72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 g�N Q
78 124.9 •150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a r4
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 N w
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 4
42 150.0 '150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 - 23.7 38.5 99.0 Q o
48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 z
54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 - 18.5 30.0 77.0 H
60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3
66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 57.8 y
78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - - 20.8 53.3 g
18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 r a y
24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 r s 4 0 5
30 150.0 150.0 150.0K60.
30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6
" 4
36 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 a
42 130.5 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 m v N
48 63" 114.2 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 `e FSa
u
54 101.5 150.0 150.0 64 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 > z z
60 91.3 150.0 150.060 18.1 39.4 64.0 150.0 60 23.9 61.366 83.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 z'
72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1
a
78 70.2 1 131.4 150.0 150.0 78 - 30.3 49.2 124.4 11 78 18.4 47.2
HORIZONTAL MULLION ,�cttfll ,T,t'd
'clAzwc TYPICAL MULLION ARRANGEMENTS !v
PRODUCT
VERTICAL PRODUCT ���
_VERTICAL
ARCHES TO DE INSCRIBED
Z INSIDE RECTANGULAR SHAPE
NOTE:
GLAZING GLAZING Q PRODUCTREVISED .; y,' •�'r "1° ..
PRODUCT PRODUCTS MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ",w„yly; „imII.Floaao
3 VERTICALLY OR HORIZONTALLY. A*- Co7�10@
Q.OcunNc cLazwc INTERPOLATION BETWEEN WIDTHS ALLOWED Ek-,�fU
n2 V , _
PRODUCT PRODUCT
W! + W2 WIDTH (W) = uac Piodun Con7rol
Wt W2 I MULLION SPAN I 2 A
ti
5/16-TAPCONS MIN. EDGE DIST.
1 1/4" MIN. / 5/16'TAPCONS 2-3/16- CONCRETE OR
/ 1-I/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION / y ••
EDGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 4" OLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS O
1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY
3/4" 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE A q
MIN. 1� I I `a � �
1 M m � z
I I 1 '`I I• ��O � 'qq' �
I I 11 {1 I I z 0 0 T/] 6
I�-�I II III II II 11 II o o Z A O - -.
I I I I 11 ---------
--2 7/16---- I I I I 11 I{ b w x ti o
-------- 1x TLaamlc cLIP E MIN.
I - 1 I !1 I I ALUM AN I IL I I 11 11 m e
C-4 1 I 2 BY I I U U 1 B1' 1 -31
\ 1 I WOOD BUCK I I I I WDOD BUCK 'j 1X FLOATING CLIPIN
I LI ALUM ANGLE X
1 I I I aggqq
E y
3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U E
EDGE DIST. 1-1/2'MIN.WOOD PENETRATION H t
1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) FI(�
4 ANCHORS THRU 1X BUCK �) w
ALL CLIPS AND ANGLES TO FIT SNUG Q
cq INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK (n o
I I I TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4° MULL a
Zt—
MIN. EDGE DIST. a c
2-3/16" CONCRETE OR
t 1 I I I{ 4° HOLLOW BLO K5/16'TAPCONS 5/16'TAPCONSqz
{{ II 1-3/4MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY A
t 1 2 BY �1 II 2 X 2 X 1/9' 2 PER CUP(1 ON EACH YANG) 1 PER ANGLE
----------i WOOD BUCK I I 11 ALUM ANGLE , I I
ALL CLIPS AND ANGLES TO FIT SNUG - -'I `� to '•N7 Q CCC
ALTERNATE INTO TU13E MULLIONS.
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD.
u
ANCHORS TYPE 'A' m
11 11 11 1 w v q o o
2 ANCHORS INTO WOOD
1aY 2 x 2 x Be" Y
----------- WOOD BUCK I I IX FLOATING CUP I I 11 ALUM AN y •ac qqq o
5/16'TAPCONS 5/16'TAPCONS tV I I I I LI ll �y
1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.1'!000 PENETRATION \ 1 I 1 I 1 1 s a Wa
E GE DIST. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I I 1 I 1 I 9
I I
z°
ANCHORS TYPE 'C' (INTO BLOCKS ;
�Z N z 1 ANCHORS TYPE 'E' (INTO CONCRETE) a
2 ANCHORS THRU IX BUCK `t\11TunT1(!tt
INTO CONCRETE OR BLOCK . t F1� ''rr
11 II I1 11 I :ti.`f J
Ll
4 MI II I{ ii it H, S
101 f'
' II 11 2X2X1 6' r''•`
------------- 14 FLOATING CUP I I 11 ALUM ANGL� 1 1
I I 201' I I U U 1 1 PRODUCT REVISED
\ {
WOOD
BUCK I 1 1 1 i 1 w_u.plyinBWilk llu :Florida -c:"= =;rj
.;
I I I I I 1 F---------i BAcuilding tM
n:pcodcccNO /(l ^ 0908.08o
I I I I CJ �.�,.�i. •'
ANCHORS TYPE 'B' -- ��•� `" :ti,vty',
_ERNATE l; ;c'• -,
4 ANCHORS INTO WOOD ANCHOR LOCATION NIZC11i eI°mdud Control
A
n
w
Yj
1a
MIN. EDGE DIST. MIN. EDGE DIST.
s/16'TAPCANs 2-3/16" CONCRETE OR r7 ••
2-3/16" CONCRETE OR 1-J/4'MIN.EMBED INTO MASONRY 4" OLLOW BL CK c rn
,41qBLOQK 2 PER CUP(I ON EACH WING) 5/16'TAP S 5/16'TAPCONS 5/16'TAIRCONS/ 1-3/4'MIN.EMBED INTO NRY 1-3/4'MIN,EMBED INTO MASONRY 1-3/4'IAIN.EMBED INTO MASONRYMIN. 1 P ANGLE 3/4" 4 PER CUP(2 ON EACH P NG) 2 PER ANGLE
0 Tn zto
M .'I(• ••I..,• •1v ,'•T-. I .:r. • •.11 I.1 •I tt,• t I 0aN q n
11 •II 11 Ij II II i I No= z
X II II CONCR OR I I I I II II CONCRETE OR I I 11
IL-AI CEME BLOCK I I I I < IL-AI CEIAENi BLOCK
> CRETE OR -� II I� 2 X 2 X 1/8'
CEM BLOCK I I I 11 ALUM ANGLE I -- -------- L l I I I I ALUTA ANGLE j � Q
-----------
____-___ LI U 11
•� 1 FL NG CLIP I 1 2 7/16 1 FLOATING CLI I I I LI ti Pte] z
I I I 1 I I I MIN. I I I I TC�T O d
.i
3 1 N `Cl F
z � �
IAULL MIN.
MULL H
ANCHORS PE 'C' INTO BLOCK ANCHORS TYPE 'D' INTO BL KW
ANCHORS TYPE 'F' INTO CONCRETE ANCHORS TYPE 'G' INTO CONCRE a
j 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK L4 o
1"x4" &. 2N4' MULL (n
T-•---------
ALTERNATE
MULL zd
1 I ANCHOR LOCATION Q
MULL
I I 1 I
rAT110�CONCRETE OR i f-11CEMENT BLOCK I I1L
- • N
• 1 M�. y 1• • I - I µ L W
5/16' ONS I I • -I' -1` M .I••v'•v .••I• v
0
ON g
2 PER CUP I v 1 I I $ I
1 ON EACH WING) - 5/16'TAPOONS a 6ti
12
2 PER ASMSNGLE 1-3/4'MIN. BED INTO MASONRY {E §
I 1 1 8 4 PE UP(2 ON EACH WING)
1 1 1 I $$$$ dd
I v I 1 1
I 1 II 1 I
ALL CLIPS AND ANGLES TO FIT UG H� .• �`
I I I I 11 I1 INTO TUBE MULLIONS.
TAPCONS MAY BE HEX 0 FLAT HEAD.
11 - •x I PRODUCT REVISED z� --:
-- a u;cunlPlping W101 the Florida �. •� �,''c.?"
�'z I ••I IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED o
Acct Aonco NO �'O / �L/•O C./ � CtiC���-, '�.�_:,..,.. .;';t`
I n g I I W ALKALI-RESISTANT COATINGS,ISUCH AS BITUMINOUS PAINT OR 6 An Z D 1 a ^
WAT -WHITE METHACRYLATE LACQUER. l
TAPCGNs I-3/4'MIN.EMBED i IPyjypll`)36110 PNdUCI CO BH.
INTO MASONRY- 1 PER ANGLE Q
•
•