HomeMy WebLinkAboutProduct Approval PARADISE E
"Building Our Q ality Reputation
One Cuo er At A Time
SCC13 150472
Property Information Building Information
Owner: DAVID&KAREN FLORES Wind Zone: 170 MPH.
Address: 110 BEACH AVE Exposure Category: C
PORT ST LUCIE,FL 34952 Minimum Building Dimension: 28 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Press re Calculations
Opening Location Device Device Device Max Positive Max Negative
Numbei Zone Width(in) Height(i ) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 36 49 7 37.3 -40.5
-........ .. --. .- .._... .... - -
2 Int __ _ 36 49 7 37.3 40.5
3 Int 36 49 7 37.3 -40.5
_............----- -- - -
4 Int 36 36 7 37.8 -41.0
- —. -- - - .-_. _ .____.__... - - ..... _ -
5 Int 36 36 7 37.8 -41.0
6 Int 35 36 7 37.8 -41.0
---- ----------.. . ..__..... .. -.-.. .... ... ....__ ....._..._
7 Int 35 36 7 37.8 -41.0
8 Int 17 23 7 37.8 -41.0
- ....._... _ ..._... --- - ... _
9 Int 36 36 7 37.8 -41.0
---_.... _..--- - _ ...._._- ..-...._. .__....-_ ........ --.__ ---_..... --- ......_..--- ....................- - - _ -
10 Int 36 37 7 37.8 41.0
11 Int 35 48 7 37.4 -40.6
-- -- -- ---- --...... -- -- ._. ._.._... ... . ......_ .......... - -__ ..._.._...............
12 Int 35 48 7 37.4 40.6
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Lot ds-Components and Cladding.5th Edition(2014)Florida Building Code.
P ge1ofI
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%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
NUMBER or interior OR DOOR NUMBER + PSF ( ) (-)PSF DIMENSIONS MULLION REQ Y/N
( ) (-)PSF + PSF SIZE
REQ YIN/NA
1 Int window 7/8"Lami FL16177.1 70 70 37.3 -40.5 52x62 36x49 YES No
2 Int Window 7/8"Lami FL16177.1 70 70 37.3 -40.5 52x62 36x49 YES No
3 Int Window 7/8"Lami FL16177.1 70 70 37.3 -40.5 52x62 36x49 YES No
4 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 36x36 YES No
5 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 1 52x62 3606 YES No
6 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 3506 No No
7 Int window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 35x36 No No
8 Int Window 7/8°Lami FL16177.1 70 70 37.8 -41.0 52x62 17x23 No No
Window 7/8"Lami EL 16177.1 70 70 37.8 -41.0 52x62 3606 No No
10 Int window �/a Lami FL16177.1 70 70 37.8 -41.0 52x62 3607 No No
11 Int Window 7/8"Lami FL16177.1 70 70 37.4 -40.6 52x62 35x48 No No
12 Int Window 7/8"Lami FL16177.1 70 70 37.4 -40.6 52x62 35x48 No No
7/5/2015 Florida uilding Code Online
7 k .,l M,pd�eyytpy P 49
—72 m
-lorida Dep3r-lcr;" BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Businss/' '
r .
Professi8'naI SER Publics UU Aproval
ReQuIation
Product Approval Menu>Product or Application Search>Application List>Application Detail
Iz a t °; FL# FL16177-R1
; . :
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who develope Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
s Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 RI COI EvalRep CWS-8128(SH-8100, IMP, NoSillAnch).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGE\/XQwtDgvyf4ngAX 10y8QtjDbmBIPjuPdYuGeM3yYul882°/`2bJrew*/o3d`/o3d 1/2
7/5/2015 Florida uilding Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
—-- - ---- ----- --........-............
FL# Model,Number or Nam Description
16177.1 SH-8100 PVC Single Hun 1 SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R1 II CWS-8128 (SH-8100. IMP. NOSillAnch).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: SH-8100 PVC Impact, no sill anchors requ red. Safety FL16177 RI AE DuPont PVB NOA 13-0129 27.Ddf
glazing required on outer lite above 30 ft. in HVH . Glass FL16177 RI AE EvalReo CWS-812B (SH-8100, IMP.
complies to ASTM E1300-04. NoSillAnch).odf
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Co h 200-201 State of Flo ida :: Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do of want your e-mail address released in response to apublic-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or b traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,license licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communica ion 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 iddress which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
sccuritvmi inn.
hftps://floridabuilding.org/pr/pr_app_o.aspx?param=wGE\/XQwtDgvyf4ngAX lOy8QtjDbmBlPjuPdYuGeM3yYu]882%2bJrew%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hu ig, Large Missile Impact, 51 7/8"x 61 3/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44°i Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates he above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). his product complies with the requirements of the 5`h
Edition(2014)Florida Building Code including th High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner, E., at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-81213, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3815-1A,-2, and - A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard . 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
4) Supplemental Calculations to support CW -81213, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-81213.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require th use of shutters
• May be used in the High Velocity Hurrica e Zone
• Requires 7/8"Insulating Glass consisting f 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air-5/ 6 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Dupont PVB Interlayer per Mia i-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid P C framing per Miami-Dade N.O.A. 12-1017.02'
t I have evaluated the interlayer and framing aterials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the th Ed. (2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have, n r do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any co pany 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 appr val process of this product.
"V%%&Lill
�
ORE.4�e
filo 53201
Z�
4/18/2015
Lucas A. Turner, P.E.
9; STATE OP 41
1C1
• FL PE#58201
<C'*'-,�� Q R kms-.'.,,•�,,���ti,
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREaRmffl
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
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8'MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X". SINGLE HUNG
176AX.UNTWIDTH
4.DESIGN PRESSURE RATING: IMPACT
I- a7 11/16"GLASS DLO NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,2 a
INFILTRATION TEST PRESSURE AND GLASS TABLES di
1 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
MAX, - -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR < y
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS.
HEIGHTO U a Z
B 1 B 2613/16- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m o L)
CLASS NOT REQUIRED. c W
I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT
w W
¢
61 3/4' I I USED AT FIXED MEETING RAIL AND JAMB. o F-
MAX. w LL
UNIT
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. < p
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a for W
X=OPERABLE SASH,0=FIXED SASH "
I I m ¢ Z
0 3/16- 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX ``ltµrnNrfir4
SASH " 1 GLASS
HEIGHT QL3Eu,
,Y` DLO G
I e 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS. E N;Gpy.�� SF GPS y
I I I C t' No 58201 :�'P
6
53 STATE OF .41
s A '�SS/ONA�'GGA•
451/16 z�
GLASS DLO
48 3/8' 4/11/2015
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSUREBAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF6
UtuND
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
I
8100 PVC
SINGLE HUNG
IMPACT
N N
Ili
�_ F-
o O
Y
7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS ¢ T
w m m
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U)
U N Z
7116'AIRSPACE 7/16'AIRSPACE .0 o O
5/16'LAMINATED GLASS 5.!16"LAMINATED GLASS
1/8"ANNEALED 1/8"ANNEALED a j O Cc
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 9 d
W Q
1/8"ANNEALED 1/8"ANNEALED a OU w
s DURASEAL BY TRUSEAL ` DURASEAL BY TRUSEAL
4 PURFECT GLAZE"HOR SIKAFLEX 552 47 PURFECT GLAZE"H'OR SIKAFLEX 552 m Q Z
14 /` 1/2'GLASS BITE 141/2"GLASS BITE `�. ,
:
\G c NS�•.'Q�.
I GJ:• F
48 49 No 59201 11
1 :9' STATE OF .�441'
1 0 Y Off. A-
FIXED LITE SASH LITE 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
CWS-812 B
SCA :. SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
45 03 27 53 1 38 13 3 32 4 45
8100 PVC
D ® SINGLE HUNG
IMPACT
wQ
:4A
3 14 54 14 65 66 63 19 4 w mmSECTION B-B U)
Z
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m o
RIGHT SIDE SHOWS SASH SECTION VIEW. �ELO
rn
N O ZW
W
W
ccW 0 cr
14 99 w z
U
40 UU U
28 W
7 T 0
1 32 INTERIOR m ¢ O
`���unurpq
48 ^:OR.., ��'f
'� y
6 a GPS.��cEASFG�r,
No 58201 :'P
STATE OF
14
65 10
66
6 3 z
3 23 4/11/2015
18 6
LUCAS A.TURNER,P.E.
2 74
FL PE#58201
73 1239 JABARA AVE.
30 NORTH PORT,FL 34288
C�
PH.941-380-1574
D SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG a: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 30F6
PARTS LIST FRAME CORNER
ITEM -6031 DESCRIPTION VENDOR MATERIAL CONSTRUCTION
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 31/8
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 16/16 2 3/16 WINDOW$YSTEPIS
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl OCA A, LORI AVE.
2 WWW. FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 3 8 WWW.CWS.CC
IL
6 S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16' 1518" 15/8,
fth -1 $
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" L I 1/16" 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl LFJ 1/16' CORNER WELD
Lr (ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rai( Mikron Vinyl 1:8
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl v1 a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl i 1/2' h m u
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 o
23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 1 3/1 s' o ❑
24 P-2190 Balance BSI 9/16 1
25 P-3059 Sash Cam,PVC BSI Plastic 3 1 w m CO
26 P-3046 Take Out Clip BSI SS } 1/16^ 1 5/8' n 2 /8' 1/16" FIXED MEETING RAIL U)
27 P-3783 Lock,Impact,PVC Interlock SCBE OU T WITH m w Z
1/16' TERFRA ER FRAME a b O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 Q N U)REINF.,IMPACT HOOK-1112 S m
30 P-3215 Weep Cover w/Flap Gaer Plastic a e z W
32 P-3429 Wslp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ O
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o a_
38 P,3768 #8 x 0.625 Ph PH SMS Hub City Steel it 5!16" 9/16' z Q39 P-4051W#8 x 1.250 Ph FH TEK,WIT. Hub City Steel 1/2^ 1 1/e' 5/16" /8'� o Ow40 P-3342 S x Sal r, w/#6 Head,TEK,Whl. Hub City Steel0 � 2 9 � ¢ ❑
44 P-3342 Seam Sealer,SM-5504 Schnee 7 18 1 5116" 19 '-
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16. 045' 1/16 m ¢ O
/16-
47 P-3438 1 a ex or u ec {v{unurrrr
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 CSI$ ,.��{ :. RE•: "'i'
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 5/8^
53 Sash SEE SHEET 2 GLASS 3/4 3/4' :14J- � N3/16'54 Fixed SEE SHEET 2 GLASS l 3 1415/16' 1' 756 P-3281 Spacer Duraseal j 1/16` L 1/16 '9 STATE OF
62 P-3218 Screen Frame,Ho z. Allmetal Alum 1/1s" LO
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 q�s'I R �•'C7�.`�
64 P-3321 I Screen Frame Comer Key Allmetal Plastic ";."?/ONA�{
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Viny( z✓�
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rai( Keymark Alum O 3/16" FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl 0 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 Reinforcement,
Pan Head,TEK Faslenal Steel PH.94TION: 1574
1�511 1(2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5' 3/16
5,7,11.15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 I3" 'i BOMAND EXTRUSIONS
7/8' ' i 7�--
0
L SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
_ S-1577 WG REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 40176
6'MAX.(TYP.) 17"MAX.O.C.(TY .) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
I I SEE NOTE 2 8100
PVC
MAX.O.C. I I SINGLE HUNG
(TY1P.) IMPACT
-L— O INSTALLATION
ANCHOR(TYP.)
In N
I r
1 6i
o a0 I-
0 o a
Y F
MTG RNl
W m m
4•(TYP.) I I co
U Z
I I LL o O
Q N (n
10 1/2" ¢ W O r
Max.o.c.
W D
G d
(TYPJ p LL
I I H Z U
4 I apOW
� Luo
4'(TVP.) -- -- -- m ¢ 0
4"(TYP.) NO ANCHORS REQUIRED IN SILL LP„ARE rr err'`
ANCHOR LAYOUT-(FLANGE) JGp?.��OEA SF. ^cr
No 58201 �'
*;
_v- ;2
NOTES: '9=. STATE OF :41j:
�0-
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ��i�16.•<O R 1
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 rrrrrsrONA;`.
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SillE T 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
BAT 06/18/12
B.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 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
r l MIN.EMBEDMENT
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 OCA
BY OTHERS , 44TH AVE.
1!4"MAX.SHIM SEE TABLE 1 CALAFLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
EE TABLE i
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 S� MIN.EDGE DIST.
BY INSTALLER SEE TABLE1 8100 PVC
INSIDE AND OUT INSTALLATIOSINGLE HUNG
SEALANT BEHIND
SEE TABLET ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
In N
a ` � w
opo
PERIMETER SEALANT Y F
BY INSTALLER Q
INSTALLATION ANCHOR INSIDE AND OUT w m m
SEE TABLE 1 SEALANT BEHIND m
FLANGE BY INSTALLERLL
0
N (n
CONTINUOUS DOUBLE 3116"BEADS OF HORIZONTAL SECTION $ o Z )
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w ¢ O Q
PERIMETER AT ALL INDICATED POINTS a
BETWEEN FRAME AND BUCK BY INSTALLER. w LL
U
1/4'MAX.SHIM o 0 m
w
SEALANT BEHIND 7 ¢
FLANGE BY INSTALLER
m ¢ O
Z
PERIMETER SEALANT ,`�i�u1RE rrrrrrr`
BY INSTALLER SEE TABLE 1
INS DE AND OUT ��^ r.••'�"•-. /rj'�
SUBSTRATE BY OTHERS =
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 'b' 'it=
�A1 VERTICAL SECTION0'. STATE OF •:amu/=
6 TYPICAL SILL ANCHORAGE �i�F''.,C p R
`
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENER LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2^ 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16^ MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7116„ PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. sCAL : SHEET
1.2 6OF6
` ` ' - NIIAit --DADE COUNTY,FLORIDA
�?K-W+•IWI! PRODUCT CONTROL SECTION
DEPARTDIENT OF REGULATORY AND ECONOivIIC RFSOURCES(ICER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADIMNISTRATION DIVISION T(786)315-2590 F(786)315-2599
t 1 +PTANCE NOA wrnv.minmidade.aov/econoetiy
Lawson Industries,Inc.
8501 NW 90 Street
Me le ,FL 33166
SCOPE.
This NOA is being issued under the applicable Iles 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—Dad County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiratio date stated below.- The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or t to AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested f r quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manuf ctuuer 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 acceptan , if it is determined by Miami—Dade County Product
Control Section that this product or material fails t meet the requirements of the applicable building code.
This product is approved as described herein, an has been designed to comply with the Ftor,
I ••i t e
DESCRIPTION: Clipped Extruded Aluminum ube Mullion w/and w/o Steel Reinforcement—L.M.I.
PROVAL DOCUMENT: Drawing No, LA - 1 0 , trt e " hlminum Tu e u tions S ee s O1
through 10 of 10, dated 04/27/10 with revision " " dated 08101/14, prepared by manufacturer, signed and
sealed by Thomas J. Sotos,P.E., bearing the Mia ni—Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and Exp'•ation date by the Miami—Dade County Product Control
SS + X A T T : ar a nc Si>i l iss7e m ac R i tat t
LABELING: Each unit shall bear a permanen label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami—Dade C unty Product Control Approved", unless othei%vise noted
herein.
RENEWAL of this NOA shall be considered a r a renewal application has been filed and there has been
no change in the applicable building code negativ ly affecting the performance of this product.
TERMINATION of this NOA will occur after t e expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the roduct or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any othe•purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be ause for termination and retuoval of NOA.
ADVERTISEMENT: The NOA number pre eded by the words Miami Dade County, Florida, and
followed by the expiration date may be display d 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 s all be provided to the user by the manufacturer or its
distributors and shall be available for inspection t the job site at the request of the DuiIding Official.
This NOA revises NOA No. 12-0127.07 and co isists 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 J• line D.Gascon,P.E.
CMIAMI-DADE
NOA No. 14-0908.08
LINTY ' ��AS Expiration Date: May 30,2017
e i g
e Approval Date: November 06,2014
Page 1
Lawson Industries,Inc.'
NOTICE OF ACCEPTANCE:: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and ections.
(Subunitted under previous NOA's No.'s 02-0501.05 and 95-1212.09)
2. Drawing No. LAW-ML-1001, itled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with re ision `B" dated 08/01/14, prepared by manufacturer,
signed and sealed by Thomas 3. otos,P. E.
B. TESTS
1. Tensile Test report on 0.10"thic wall aluminum tube mullion,prepared by Hurricane
Engineering&Testing,Inc.,Tes Report No.HETI-02-T071, dated 09/16/02,tested
per ASTM E8, signed and scale by Rafael E.Droz-Seda,P. E.
(Submitted under previous NO No. 02-0501.05)
2. Test report on: 1) Uniform Stati 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 ste 1 channel reinforcement, prepared by Hurricane
Engineering &Testing, Inc., Te t Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E.Droz-S da,P. E.
(Submitted under previousc NO No. 02-0501.05)
3. Test report on: 1) Large Missil Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawing and installation diagram of 120-inch span aluminum
tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., T st Report No. HETI-02-1716, dated 8/27/02, signed
and sealed by Rafael E. Droz-S da,P. E.
(Submitted under previous NO No. 02-0501.05)
4. Test report on: 1) Large Missi e Impact Test per FBC,TAS 201-94.
2) Cyclic Winc,Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminium sliding
glass door, prepared by Hurri ane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P. E.
(Submitted nuder previous NO No. 02-0501.05)
5. Test report on: 1) Uniform Stat c Air Pressure Test,Loading per FBC,TAS 202-94
along with marked-up drawn s and installation diagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 08/27/0 , signed and sealed by Rafael E. Droz-Seda,P. E.
(Submitted under previous NO No. 02-0501.05)
Jaime D.Gascon,PE.
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANC : EVIDENCE SUBMITTED
B. TESTS (CONTLNUED)
6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked-up drawings nd installation diagram of an aluminum sliding glass
door,prepared by Fenestration T sting Laboratory, Inc.,Test Report No. FTL-1376,
dated 01/31/96,signed and seale by Gilbert Diamond, P. E.
(Submitted under previous NOA No. 95-12.12.09)
7. Test report on: 1) Uniform Stati Air Pressure Test,Loading per FBC, TAS 202-94
along with marked-up drawings nd installation diagram of two aluminum horizontal
sliding windows mulled at top w' h a 90-inch span mullion and a 45-- inch high fixed
window on top, prepared by Fen stration Testing Laboratory, Inc.,Test Report No.
FTL-1383,dated 02/13/96,sign d and sealed by Gilbert Diamond,P.E.
(Submitted under previous NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations .n5/17/10
structural analysis,complying with FBC-2010,
prepared by manufacharer, dated 05/17/10 and updated on 01/25/12, prepared, signed
dnd sealed by Thomas J. Sotos, .E.
(Sub»ritted underpreviousNO No. 12-0127.07)
2. Glazing complies with ASTM 1300-04/09
D. .QUALITY ASSURANCE
1. Miami-Dade Department of Re ulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC S'h Edition (2014), issued
by manufacturer, dated 09/02/1 , signed and sealed by Thomas J. Sotos,P. E.
Z. Department of State Certificati n of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and orga ' ed under the laws of the State of Florida, dated
04/11/14 and filed at the Secret ry of State.
3. Statement letter of conforma ce to and complying with FBC-2010, issued by
manufacturer, dated 01/25/12, s gned and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NO No. 12-0127.07)
4. Statement letter of no financi 1 interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NO 4 No. 12-0127.07)
Jaime D.Gascon,P. E,
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,201,4
E-2
Lawson Industries,Inc..
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
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 assurring full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19,
dated 05/20/10,signed and scale by Thomas J. Sotos,P.E.
(Submitted under previous NOV No. 10-0610.02)
6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714,
HETI-02-1716, BE TI-02-1717, HET"2-1718, dated 8/27/02 and
HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc.,
signed and scaled'by Rafael E.E roz—Seda,P. E.
(Subinitted under previous NONo.'02-0501.05)
7. Laboratory compliance letter fon Test Reports No.'s FTL-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond,P. E.
(Submitted under previous NO 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.T.",
approved on 03/29/12 and expiring on 05/30/17.
Jaime D.Gascon,P.11.
Product Control Section supervisor.
NOA No. 14-0908.08
Expiratiou Date: May 30,2017
Approval Date: November 66,2014
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT (°
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. c
GLAZING HORIZONTAL MULLION o q
PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS o e m
ANCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY M e o
3 PRODUCT 3 ''n o e v
\ + a GENERAL NOTES: m o o
C 3 N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ). i C Z
_VERTICAL VERTICAL it 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE n w= 94� o
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD,WATER m�a � � � o
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. . I
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS,
o z = n INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti
GLAZING GLAZING GLAZING ¢ t- GLAZING 3
PRODUCT PRODUCT PRODUCT m PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5 S
LOADS TO THE STRUCTURE. H
Q5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS U
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �D
ANCHOR CLf y
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS t
/ ARE NOT PART OF THIS APPROVAL.
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF o a
WOOD ANCHORS ONLY. C
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W Waq
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.
N v
WIDTH (w)
N a
W1 + W2 + W3 MULLION & CLIP NOTES: �j A
1. FOR H �+ a
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/ LIP ANCHOR/CLIP " REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS a a
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET =
4 OF 10 FOR DETAILS AND NOTES.
GLAZING " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
VERTICAL PRODUCT 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
MULLION 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
+ r • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS w d
e d
z 3 N a Ei q
GLAZING GLAZING o i z z
PRODUCT PRODUCT => GLAZING ,' GLAZING II
PRODUCT PRODUCT oz �+
VERTICAL cn
ANCHOR/CLIP- MULLION _
'KAN C HOR/CLIP a a a
W1 W2 s w� �, •,�•
Wt W2 Nati ;
W MULLION SPAN
' PRODU6T RF.VISBD ,
WIDTH (W) = W1 + W2WIDTH (W) = W7 + W2 ne wmIllyloo wiW ilm l'lodda
!toldlnB Codc 1-1 Q.O� p� ^ I
2 2 Acccyumco No
TYPICAL MULLION ARRANGEMENTS
,•ii:iil},iUat'roductC'ondol 1 • C
A
1.690
h
,062 1.500
.156 TYP, -- r1062
A� .125 p C
h Ko
L405 3.006 4,000 4,000 ,S15 6732 1.500 3 062 .125 y o p o
z
3.000 13.062 3.000 ,115 o W N
4 TYPICAL
4 500tj
STD,XTUBEWINDOW FRAME -1. 2,000 1.732 2.062 2.000 Z o O W
2X MULLION CLIP --I I lj I I I I 'o I,m o
T 102 h1.000�1 162 IL V�4606»I 15631 .076
6063-NOTCH 'L' 6,00G 166J I 1.062--I 1.(B6 •156�I 1.062-1 .se F-LD62 A ',�"' u
�'L' OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 m W O
STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION yy v
UM LLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-TG C [�. to E
Ixx: 2.070 in4 Ixx: 1.000 in Ixx: 0.950 in Ixx: 0.370 in4 Ixx: 0.330 o
a Sxx: 1.035 ins Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 ins H �'
0 STAND moi (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME) GE FRAME) ®H a
j STANDARD TUlSxx:
F.-2A00 s wlnPlytO�wI1N lTti(Q011dD Ty '.7
T TYP.WALL 0I - Ampl o
Ii ALLOY= 606 1.000 ,125 A«cpinncall0 1. 7 w a
.750 'I Grpirn iorf-D tV 20 A H
fl
'I TYPICAL 1qy�
GLAZING PRODBy It \� h y'
.124 I'-1.G00-y 4i 'i Ue06'mw Clonitn F
II
�2006� i
ul
25400000000a.soa1X MULLION CLIP z.66G 3.ao6 4.000LL6063T6L MULLIONS CONTAINiX 4 t x 3 1x2STDTUBE MULLION STD. TUBE MULLION STD. TUBE MULLION arNOTCH TYPICAL GLAZING PRO6063-T6 6063-T6 6063-T6OPTIONAL HORIZONTAL OR VER2 X 6 2 X 4 Ixx: 2.070 in4, Ixx: 0.950 in4, Ixx: 0.330 in4.Sxx: 1.035 insxx: 0.633 ins Sxx: 0.330 ins r O
STD. TUBE MULLION STD. TUBE MULLIONSEE WINDOW OR DOOR APPROV6063-T6 6063-T6FASTENERS SIZES ANO SPACe
a o Ixx: 8.280 in Ixx: 2.980 int g u z z
Sxx: 2.760 ins Sxx: 1.490 ins ;z°
�,L,^ �.L. CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < ;+
MULL "L•' INSTRUCTIONS:
USING MULLION PROPERTIES ONLY a
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.y<> COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
NOTCH 1 X 4 3.688' REQUIREMENTS.
T
OPTIONAL 2 X 4 3.688' TFP USE� � ECTON TO MULLION AS PER PRODUCT NOTES: PPii� ;t=
.125 MIN. 2 X 6 5 STEP 4 SPECIFY MAxIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET S "
2.aoa USING CHMTS ON SHEET 3 OF 10 SELECT MULLICN SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
L 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 Y/ffli DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. o
I ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCIIOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. w '
6063-T6 gN�HORTUBE
DETAILMULLIONS,
SHEET 9 OF 10. STEP ON SHEET
9. E DESIGN LOADS ANCHOR
SPE WITH
DESIGN TINNY 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
IN ARRANGEMENTS OR STACK CONFIGURATIONS.
A
TUBE LIONS TUBE MULLIONS TUBE MULLIONS In
Wficlth(w) MULLSPAN IX2 IX3 1X4 ) 2X4 2X6 MULLSPAN IX2 1X3 1X4 2X4 2X6 Width(w) MULLSPAN IX2 IX3 1X4 2X4 2X6
la 150.0 150.0 150.0 150.0 18 18 19.3 42.1 60.5
M.2 150.0 '150.0 24
24 150.0 150.0 15010 160.0 160.0 24 21.2 61.1 31.5 45.4 126.2
bu*U
123.0 150.0 160.0 160.0 150.0 30 17.0 48.9 106.5 150.0 160.0 30 25.2 36.3 cn
03 t,
36 1
102.6 150-.0 150.0 '150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 21.0 30�3 84A
_j6- 34.9 76.1 109.5 160.0 42 18.0 26.9 72.1
42 87�9 150.0 15u.0 15o.o o.o 42 t;<C, (b wo
48 76-9 1%0 150.0 150.0 150.0 48 74-1/4" 30.6 65.6 95.8 150.0 48 120" 15.8 22.7 63.1 e- 4
54 68.3 137.6 150.0 150.0 150.0 64 27.2 69.2 85.2 150.0 64 20.2 56.1
24A 63.3 76.7 144.2 1 60 18.2 M60.5
16�5 z
so 61.5 123.9 150.0 150.0 150.0 60 DO
16 55.9 112.6 150.0 150.0 150.0 66 m 8.4 69.7 131.1 45.9 z
72 �;7i2� 0
E 721 51.3 103.2 150.0 160.0 150.0 20.4 44A 63.9 120.2 15.1 42.1
8 8
78 47.3 95.3 150.0 150.0 150.0 78 18.8 4`1.0 69D 11 0.9 78 - 38.8
'18 89.3 150.0 150.0 15u 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4
150.0 24 23.7 34.1 94.8
24 67.0 150.0 150,0 150.0 150,0 24 42.2 92.0 1324
#1,2,3 53.6 142.3 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 5.8
36 --�50- 2B.1 61.3 88.3 150.0 36 15.8 22.7 63.2 z
44.6 11&6 15u 160.0 .0 36 iz� fQ
24.1 19.5 64.2
42 38.3 101.7 150.0 150.0 42 52Z 75.7 160.0 42 E�
33.6 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4
48 ci�� Z
64 29.8 79A M.2 150.0 150.0 64 16.8 40.9 5B.8 1252 54 15.2 42,1 z
60 26.8 71.2 116.3 160.0 150,0 60 16.9 36.8 63.0 112.7 60 - 37.9 Zm
"u
66 24A 64.7 105.7 150.0 150.0 §2 15.3 33.4 48.1 1024 66 34.5
6
72 22.3 59.3 95.9 139.5 160.0 72 - 30.7 44.1 93.9 72 31.6 ES
78 20.6 54.7 89.5 128.6 150M 78 - 28.3 40.7 86.7 78
.2
X3 36.0 97A
ie 62.6 150.0 160.0 150.0 50.0 le 37.7 82.1 118.3 150.0 16
24 -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 _6 108-1 160,0 150.0 150A 30 22B 49.3 71-0 150.0 30 - 21.0 1 58A W
0
36 3 90.1 150.0 150.0 150.0 36 18.8 4`1.1 69.1 143.8 36 '17.5 48.7 %
42 15.0 41.7
42 26�8 772 131.1 150.0 160,0 162 35.2 50.7 123.2 42
48 23.5 67.5
57" r-48 96" 40 144" 36.5
114,71 JNOW-l-150 0 48 30.8 44.3 107.8
64 20.9 60.0 101.9 1 146.8 '150.0 54 27.4 39.4 95.8 54 32.5
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 20.6 3
72
72 15.6 45.0 76.5 110.1 150.0 20.5 29.6 71.9 i 72 24.3
78 - 41.6 70.6 101.6 160.0 78 19.0 2�7.3 66.3 7-8 22.5
I
18 45.3 133A 150.0 150.0 150.0 18 26.5 57-7 83.1 15o.0 18 31.0 86.1
24 34.8 100.0 150.0 15QO 150.0 24 19.9 43.3 62.3 160.0 24 23.3 r
34.6
30� 27.8 80.0 '160,0 150.0 150.0 30- 15.9 34.6 49.8 136.3 30 18.6 51.7
3
0
3
6-2
5
Width W
4
a_3
42
8
R4 el.'
76 1
1%6
69 2
r 3 3
48 4
N44 4
41.0 69 0
''o ,
22 'o 0
92 0 32 4
1 0.
73.6 99
61.3 88
52_6 7'7
0
M4666 2
40. 5,a
V 07"
"5'
86 3
74
a
71_9
66.3
15()0
1'.,
36 23.2 66.7 125.2 1 150.0 160.0 36 28-8 41.5 113.6 36 15.5 43.1
42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 - 36.9
48 63.. 17A 50.0 93.9 136.1 --150.0 48 1081, 1 21.6 31.1 85.2 48 150.1 32.3
64 15A 44.5 83.4 120.1 160.0 64 19.2 77.7 75.7 64 28.7
60 40.0 76.1 10111 150.0 60 17.3 Xg 68.1 60
66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5
72 33.3 62.6 90.1 160.0 72 - 20.8 56.8 72 21.5
78 30.8 57.8 832 150.0 78 J_ 19.2 62A 78 19.9
izonru MULLION
TYPICAL MULLION ARRANGEMENT
Ilk
VERTICAL PRODUCT
-MULLION 4 ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
z
GLAZING OLA21NG 0 z NOTE
PRODUCT PRODUCT j
FRODUCTRrMSED
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
cn Noc m"ptying wid)au)I"Jotwis
VERTICALLY OR HORIZONTALLY. Buildfi,8Cod;c
_
GLAZING GLAZING It= z
PRODUCT PRODUCT Ex
,pimt,n,%
(INTERPOLATION BETWEEN WIDTHS ALLOWED) Actelitmen Is 0
Wl 1� W2 WIDTH (W) = W' + W2
2
MULLION SPAN
1.690
1.000
,0627 .686 SII •312 1.000 1500 VI
.156 TTP. -_ .125 .06 I r 5 •668 a' .•
Tr
tzs eo q z
3.000 14051J 1.732Ll k 4.000 4.000 .1152 X 4 00 3,000 3.000 3.062 0 TJ
44003,625 2b88
ST_D. TUBE o
MULLION 'TYPICAL 3"� ]
F- 4.500 -V WINDOW FRAME
�z q %4
2X MULLION CLIP r N W x by o
6063-TB 388 I ,102 I�°' .156 rI IIS IA¢0 °¢ a ry-I o
2 X 6 F�1A62-I b 106zd 1 X 3 f.fae a i
NOTCH L 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 A o
�•L• OPTIONAL Uly1 LLION 1 X 4 STD. TUBE MULLION 1 X 3 6663-Ts CUSTOM MULLION W
CUSTOM MULLION
6063-T6 6067-T6 CUSTOM MULLION 6663-i6 5
6063-T6
4 Ixx: 2.168 in Ixx: 2.218 in E ui
Ix
4.709 in4 Ixx: 4.709 in Ixx: 2.168 in. y � z
a I Sxx: 2.355 in Sxx: 2.355 ink Sxx: 1.445 ink Sxx: 1.445 in. Sxx: 1.479 i 3 y a z W ;
H
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) U
STANDARD TUBULAR SHAPES I `e on
,j TIP.WALL .125'ALL 1.580 I /� O O
ALLOY 6067-T6 �l 11 a
.750 II TYPICAL MN aw U
00
GLAZING PRODUCT W a
:1 .190 N U 9
2000
: �6 �Ib2s I y q
.Izs also
a
M �
i 6.000 812 S.Y.S.
012'O.C. 4,000 .125
4.500
a
ix 80G1 ION CLIP 3.000 4.000 3.625 c
MULLIONS CONTAINING r a
'L• NOTCH TYPICAL GLAZING PRODUCTS C5.4 4 9
L' LAC05.4
OPTIONAL HORIZONTAL OR VERTICAL 1'RonucrRBv15BDai w
SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Ciu d'IugYCodingo UL the Florida m e
FASTENERS SIZES AND SPACING AaYpl¢uceNO_
0 o STD. TUBE MULLION STD. TUBE MULLIONC>. z
Gepiuuiyn llol_ u > > z
6063-T6 6063-T6
Ixx:19.648 in4 Ixx: 7.649 in QY-
CLIP LENGTH A)I�daPmducLGRlrol
Sxx: 6.549 in� Sxx: 3.825 in3
/ RECTANGULAR ALUMINUM TUBE MULLIONS a
MULL "L^ INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS. •'tljjf l+IYl:ttl
1 X 2 1.688' a ,,
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
�NOTTCHH 1 X 4 3.688' REQUIREMENTS. o cv'. - .r , •,'
T OPTIONAL USE CONNECTION TO MULUON/S PER PRODUCT N�n •tet
z X 4 3.688' '�T APPROVAL. NOTES: y 1
.125 AIIN. 2 X 6 5,688' STEP 4 SPECIFY MAxIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
_ 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 1 ABOVE. HORIZONTALLY. a
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRILL 9 AND ANCHOR CHARTS
6067-T6 a
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 Y 1W
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. E"
2.DDo
6
f�
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORC EO TUBE MULLIONS
V7 '1y
Wldth w. MULL SPAN 1X3 1X4 2X4 2 X 6 Wldth w MULL SPAN 1X3 1X4 2X4 2X6 Width(W) MULL SPAN 1X3 1X4 2X4 2X6
18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o oz
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
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 47i z
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 a
48 38.318" 150.0 150.0 150.0 150.0 48 74-1/4" 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 28.7 46.6 119.8 3 4� �+ H
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 Z z0 a 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 o W= > O 'a
78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 - 22.1 35.9 92.1 00 w o
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 5
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.6 53.9 87.6150.0 i � N l
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 a m
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" F
48 50518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 1 150.0 150.0 48 132" 27.0 1 43.8 112.5 w
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 a
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 ®~ 5 o
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
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
78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 1 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 N w
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 (� 6
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 (� c
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.542
a
150.0 150_.0 150.0 1 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 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 86.8
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 t
6123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3
fi6 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 - 15.1 24.5 63.0 c
72 1 102.8 150.0 150.0 150.0 72 21.5 46-7 1 75.9 150.0 72 22.5 57.8 o
78 94.8 150.0 150.0 150.0 78 19.9 43.1 1 70.0 150.0 78 20.8 53.3
18 150.0 150.0 150.0 150.0 1860.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 . g1.
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 v c & y
30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 1 122.6 " `o
36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.6 102.2 § r
42130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 B7.6 a °,
48 63" 114.2 150.0 150.0 1 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 a
54 101.5 150.0 150.0 1 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 s
u
60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 23.9 61.3 i z -
66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7
i
72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - 19.9 51.1 ` °'
78 70.2 131.4 150.0 150.0 78 - 30.3 1 49.2 124.4 78 18.4 47.2
fr-HORIZONTAL IAULUON
.�tnfstirt7l r�:
'GLA2ING _ TYPICAL MULLION ARRANGEMENTS
VERTICAL PRODUCT 3 ' '�� •'
-MULLION ARCHES TO BE INSCRIBED m �%
INSIDE RECTANGULAR SHAPE
Z ooh.
GLAZING CLAZINC 7d NOTE: y�r. -
PRODUCT PRODUCT d PRODUCTREVISED ,t iri
�N a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED asmnydyingwith IlmFlorld. _
cuzwc cuzwc 3 VERTICALLY OR HORIZONTALLY. Buitdmgcodc aa�/ Nd _
PRooucr PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) AcccpimtwNn j,'7 'C�7
O8.0
w1 wz WIDTH (W) 17= + W2 vi -� a
vliamlrladc Product Control
MULLION SPAN 2 F
A
5/16'TAPCONS MIN. EDGE DIST.
1 1/4" MIN. 1-1/2•MIN.WOOD PENETRATION 1_1/2•MIN.WOOD IPENETRATION TAPCONS 2-3/16" CONCRETE OR h fY
EDGE DIST. 2 PER CUP(I ON EACH WINC) 1 PER ANCLE 4" OLLOW BL)CK 5/16"TAPCGNS 5/16'TAPCONS O
1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBE"ANRY O
3/4' 4 PER CLIP(2 ON EACH YANG) AMIN. ul 0� v Mao h xZ •I ^ iTlLr [
0 z C N
11 I Z �/-.--------- A cuP i 2 7/16 ii i N w x �y0y Uy7 0
I I II ALUM ANGLMIN. I I 11 ook1 2 BY I I U u YlOOD BUCK 1I I ---------'--- W0OATING CLIP I I I 2%2 X 1/B'11 II ALUM ANGLE
f 1 \ 1 I V U I I
� F � t
3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK U y5
EDGE DIST. 1-1/2'MIN.WOOD PENETRATION Z fFi1 $
I PER ANc ANCHORS TYPE 'G' (INTO CONCRETE) ®H z 7a
ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK
INTO CONCRETE OR BLOCK wo a
`cv INTO TUBE MULLIONS. 2 UI C
1 \z 1"X4" & "x4" MULL
I 1 TAPCONS MAY BE HEX OR FLAT HEAD, W MC
H W
MIN. EDGE DIST. (� to a k
2-3/16" CONCRETE OR (n y x
1 1 i i i i 4' HOLLOW BLOCK 5/16'TAPCONS 5/16'TAPCONS
1-3 4-MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED IMO MASONRY /1
1 1 2 BY '1 II 2%2 X 1/B' 2 PER CLIP 1 ON EACH VANG pp A
T----------- WOOD BUCK 11 T ALUM ANGLE I 1 r�
U a 1 I H
�11
LL CUPS ANO ANGLES TO FIT SNUG
ALTERNATE NTO TUBE MULLIONS.
ANCHOR LOCATION APCDNS MAY BE HEX OR FLAT HEAD. �— I 1 • 1 a w �5if o
ANCHORS TYPE 'A' M d
Qo<o•
2 ANCHORS INTO WOOD li ii ii i N
x li i� 1 1
1L-�1 I II
---_ ---- 1BY -,..II I I 2%2 x 1/8' r
WOOD BUCK I l 1X FLOATING CLIP I1 II ALUM ANGLE
5/16'TAPCONS 5 16'TAPCONS N 1 I I I L U
1 1/4" MIN. I-1/2'MIM.W000 PENETRATION /
1-1/2'MIN.1Y000 PENETRATION I 1 I 1
E GE DI T. 4 PER CUP(2 ON EACH W NG) 2 PER ANGLE I 1 I u
1 I o m z z
Y2 K
04 N z ANCHORS TYPE 'C' (INTO BLOCK_) a
I I - '.-1' `�: M ANCHORS TYPE 'F' (INTO TYPE (INTO CONCRET� I
. 2 ANCHORS THRU 1X BUCK ,`4+11ururlfjs
I I INTO CONCRETE OR BLOCK .�r ll :_�.•,
�i �I '� '` �
m L-, I I I I ALUM ANGLE
_J 11 II 2 X 2%1/B'
^+
FLOARNO CUP
N 2 BY i i U U 1 1 PRODUCTREVISCID f,
\ W000 BUCK I I 1 1 1 1
1 1 I I ! 1 tiwmp{ying wilq430
llmFlolidu
I 1 I I 1 �----- i I\<+IcplMee No ! ��77 � '
z0�� �o '�'',,ANCHORS TYPE 'B' a
TEE
4 ANCHORS INTO WOOD ANCHOR LOCATION Aiarnl uc�Cau1m �•'+r;;r•�:J.'•' !��
6
CO
MIN. EDGE DIST. 5/16'TAPCONS MIN. EDGE DIST, e
y
2-3/16" CONCRETE OR 1-3/4'LAIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR ••
4" HOLLOW BLO K 2 PER CUP(1 °N EACH WING) 5/16'TAPC S 4" -OLLOW BLOCK 5/16'TAPCONS 5/16"TAPCONS
3 1 4" 1-3/4'MIN.EMBED INTO NRY 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY
MIN. 1 P ANGLE 3/4' 4 PER CUP(2 ON EACH WING) 2 PER ANGLE C. 4 F
IN. y a
..-. M 03 y z
M
z
1' Q w
�1-
•I M� •1' - 'I. 'I I :1. ••T1 •M� •1 't 1 00 Wz 0
J O W
L. _ 3�v
II ,11 Ilall II•I IMI ZJZ qz7..
11 11 11 I 11 II II I o m x O - .+
X II II CONCRETE OR
Q II 11 CONCR OR I I 11 X II 11 I I I I m
CRETE OR 1L=AI CEME BLOCK II 11 Q IL_11 _ .]
' �I1 I I 2 X 2 X 1/6' _ CEMENT BLOCK
CELT BLOCK j' 'j u I I ALUM ANCL£ I __ ________ I �1 II 11 ALUM2ANGLE6 j W
\ I I I FL NG CUP Ill I N 1 2 7/16 I FLOATING CLIP 1 1 U U '�' O
MIN. I I
I 1 I I I I I I I
' MULL 3 MIN. Z Z yy
ANCHORS PE 'C' INTO BLOCK ANCHORS TYPE 'D' INTO BL K W
1 T ANCHORS TYPE 'F' INTO CONCRETE CHORS TYPE 'G' INTO CONCRE
2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK a
1"x4" & 2"x4" MULL a U
F--------- ;
1 1 ALTERNATE MULL
R-LOcano �
Q 4
I I I I I 1 H
I 1
I 1 I I JC I 1 1 I
---_---- Z
11 Q I I 1 I FLOATING
r ,
1 ` Ii=i � I I 1 I
CONCRETE OR
CEMENTIt it
BLOCK I I 118
11 I I m 4I o$ a
s n o
•I I .I ' N
1
5/16. ONS Q
1-3/4 N.EA D I • • I'• 1 M ' 1 .�'o �•'I.• u
0 ON
2 PER CUP
1 ON EACH WING) 5/16'TAPCONS
_ a v
1 I I 812 SMS 1-3/4'LAIN. LBW INTO MASONRY 4}Q e
1 1 1 I 2 PER ANGLE 4 PE P(2 ON EACH WING) 4 S
Il I a a 66 $ e
1 E II \
I I II 11 11
I � II \� I �,1 .• �s
ALL CLIPS AND ANGLES TON"-
,.
:� '•1.; - '�" .! PRODU,T RCVISCD '�x
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD- ��
cmnpl•in tvlOt the Flululu o _
j..
S g
IPS OR ANGLES CONNECTED OIRECT�.Y TO MASONRY TO BE PROTECTED AcccplmccNo_ O9`~V OCA � `_ •`
• - 1 n I I W ALKALI-RESISTANT COATINGS,ISUCH.AS BITUMINOUS PAINT OR �
1 I WA -WHRE METHACRYLATE LACQUER. ! a �..,,`:•' _^ :,i
f+'y �
TAPCONS 1-3/4'MIN.EMBED MIam113ndC{tfOd6cI CO➢UCT� Q
INTO I.USONRY— 1 PER ANGLE Fl
MIN. EDGE DIST. MIN. EDGE DIST.
2-3/16' CONCRETE OR 2- 16" CONCRETE OR F
HOLLOW BLO K 3-3/4' 5/16"TAPCONS 4" OLLOW BLO K 3-3/4" 5/16'TAPCONS y
MIN. 1-3/4'MIN.EMBED INTO MASONRY MIN. 1-3/4'MW.EMBED INTO MASONRY o
4 PER CUP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING) C to
00 EQ
Cin
LIP LE TH 1 �,
MULL "L" c N q m
2 X 4 3.688'
2 6 5,688' Z L Z o z
\ I faY mea
2%6 MULL 16"TAPCONS 000 BUCK
-- -3/4'MIN.EMBED INTO MASONRY T 2%6 MU 5/16'TAPCONS b .D q :C
1 4 PER CLIP(2 ON EACH WING) 1 1-3/4'MIN.EMBED INTO MASONRY I I
1 3/4° 4 PER CLIP(2 ON EACH WING) C :-I F d
MIN. t�R1.7 .7
I I MIN. F gF
3/4
z
W
O 4, 2x6 MULL o F4
2x6 MULLCLIP LENGTH 2x6 MULL _
-----------
----------- MOLL L„ _ a a
\z 2 X 4 3.688' G�--------
<. .
ul 03
z
T5 2 X 6 5.688' r� 4
IT ,.
3-3/4"
MIN.
5 11/16" ALL LIPS ANO ANGLES TO FIT SN ANCHORS TYPE 'E' (INTO BLOCK) r 4 a y
INTO BE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRE OD ati �BY '^
NCHORS TYPE 'E' (INTO BLOCK) TAPCON AY BE HEX OR FLA HEAD.
4 ANCHORS THRU 1X BUCK " v
ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECT TO MA RY TO BE PROTECTED INTO CONCRETE OR BLOCK
ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH A BITUMINOUS PAINT OR 2"X6" MULL SHOWN
d "
2"X6' MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. _ z 2i
I Yo 1 1 LyQ� y
.•;SS M1T 51l Ti:r112
OWN
PRODUCTRTIVISED ;U o
ax cenlPlyiuy,riI'a the F orlda
R";Irliup Cada 77o1i m j_ r I
Acu:I Inntt;IQn;1._ O / OV �S.v.( ��7�e1,�-"'y��`�'•:',
111)a� U z0'-7
,1•Nanll Ladz PlOdw:l Controls �
A
MIN. EDGE DIST. 5/16'TAPCONS
2-3/16" CONCRETE OR r-1-3/4"MIN.EMBED INTO MASONRY .3-3/4" CLIP LENGTH
4"_HOLLOW BLOCK 4 TOTAL(2 ON EACH WlNG)__A_MIN.
AIULL
I X 2 1.688'
,fizz, I X 3 2.688-
�H --;T I I X 4 3.688'
.2 X 4 3.689- m C, n2a w
[2 -7/16"
2 X 6 5.6eB-
MIN. 2x4 or 2x6 Mull
1. ALL CLIPS AND ANGLES ARE TO FIT
, -�, ,, Z z
2 X 2 X 1/4' SNUG INTO TUBE MULLIONS. C)
LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG
M IL
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR iDETAIL AT SHEET 9 OF 10.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED p 14 S.M.S. 0
2/CHANNEL- TUBE MUWON
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR E_
WATER-WHITE METHACRYLATE LACQUER. 1>
z
H Z -
MIN. EDGE DIST. ------- -------- '6
2-3/16" CONCRETE OR
4 HOLLOW.8 K 112 F.H.S.M.S.
2/SIDE
1/8-THICK ALUM CHANNEL
LENGTH TO A U
INTO I E MULUON El
4- TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
NNEG'TiN CAULK JOINT AFTER ASSEMBLY
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE 2 PER CUP
ACCESS HOLE
1-/2-D.C.MIN.N
------ - - --- ------ ------
5TAPCONS #14 Skis N mo y
1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE
2 PER ANGLE
a 0
2 X 2 X 1/6- THIS SCREW CAN BE
ALUM ANGLE INSTALLED 11 j12 PH SMS
4 EITHER-I
DIRECTION 1 2 PER CLIP
I"D.C.IAIN. u
Hl M M M
1-3/4"X 2'X 1/6"(FOR 26Y TUBE)
3/4-X 2-X 1/8-FOR(113Y TUBE)
CUT To FIT SNUG ALUM ANGLE
INSIDE TUBE
-4—ql ANCHORS TYPE
SN
MULL ON TUB
ANGLES WHERE
ARE S To IT SNUG
7
A E NOT F N INTO
MULLIONS.
3"
B.'�2)
5
--- 37
c
V SMr I
PER I
TUBE)
"
METAL TO METAL CONNECTION 0
-77 USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION T IIROT)UC.T REVISPI)
3•-•3/4" ALL CLIPS AND ANGLES TO FIT SNUG
MIN. INTO TUBE MULLIONS.
C,
1 3/4" TAPCONS MAY BE HEX OR FLAT HEAD.
MIN. OPTIONAL ANCHOR DETAIL
ANCHORS INTO CONCRETE OR CEMENT BLOCK
y Vm N Omi O P to N Ol b A m OVo N T O m N O,O L 0 OVo N T O A t➢ O.O A m Vm N m O A to N m O k m s lI
Z
C O
m _ p
n ~ ti
NN t� [,�n L to O1 mm t� t� aa to m t,� t(,o.�a AA tin yWO ((JJ np p l fn m� m�o t�tU�
9 N V m N g O to w a O Q V O N N L✓!0�w � .w..S e,8 a O V V P,8 ty +A m w m S N w S S O D
m
N o� EA 2
E.
o tnw6 R �$ $902 �E9 wwR' � ss E9 �I—zi 8 E?+E9E9 m��a1 f9 f9 9E3 07
n
v 3!IS290$ }5$ Aa—;9 $$ $ all 8IsA 61g
z VERTICAL MULLION
SPAN � wo;�; wf;ffiw$ L°S3 d wEStS ffiESffi $N23F�ffiESSSFSffiESl� owE9F� tSiSFSi�$ $£5 ��
v
D �C9 $SSd$fSfS$ Nf��b �SfifSfS$ tS �S &wi; $wS5bf5 $ $ df?;bISf5 �5$SwfSmmm
D
n O ��" g E'32ml88
oHm�gwg21d18 � ai�tS �SfSE5 �1Rt8Ham SS SS EtwE�N 9
m
N cz 1 n
(Z/�j DI yO 1pCff �^ Ht'.+w V'-8 -8-8-i -8
Dr c v
z� SfS$ o$ffiSS $$ffi$$ E9 $fS$�'SSfS+dfS�`+d' � $ 39f5f9 $f9ESi9$ `+b'$ gx
Z r o ISTF
w..191:1919191z"819
VERTICAL MULLIONC Vd N A O A OD N C 7 m N S g Zn N m A m Vm N$ A m N aW O A m O N N S a to N m 6 S+m
SPAN c
0
z
W2 W1 `f
N 4+ W N D
O Z =m m ( 0n Z7 mt 8 2N .:r aV m m mm r � Ywo iN " aNi 6+o ma
8 m !4NVW A11 y
rn D{ mmz
+ D
� C -n ;u
NA""f mr r Nw ww N� m� tp w AA p� w �p qy v m 5
(D
z=
Z -f� p0 D°'0 z wE� F�d Aks' id 8g yak Ta m 4n to wwm wmw �w gSN 98 omw8N ww �0
co Mo
oiii
>m-I � �- m
7000 � mZ w'
w'$sNt2
1grtD $$ R f''.tD+�
m (Ay mrn Co O
O
fps0oo= &r; mBfPSNAN3$b mwwg� f5$ 4i£�i$ �n43 �N �bfSS$ $ �RiNo$$ f58 $$7�m3
Z52-
00m
5=
z
OXY 05 > O
'mmmZx >z ffHS l �w8 �GE5SSEIwnmBRrnffifSlS$ �Z9ma mEfSIS$ }9mwfS?n tSFS $ESBFS $A-1
1n mm D m
AZ fn n Z L Z N V V tJ E�0 0 O O O O _
U) j C Z O
r o ;10 -u z�m
��rn rn O p N y Y OOf f� f.s Nf,, VV qy LLf NN <
Z Z m 6-1+1
O P to N N O A m+ N N O SC tp N O,O m V N SS O i to N W O a m m N A o A m N W O a m j
f
�I —•�i n N N��JJ A + + t� N tJ N N y U+-� ++ +N N N S
N + w A N V A m Si N� 6 D
Lid FN3av6SFE fnmRm8 ^moic^Id A Ynpo�rfK o a9Sm �y,'g''as g fad m E v amLt W &NCxx
/ O c
((�� �� g+ NEV NmdOtD Gm v ON 4'•G mfF >r� V�Fo�
�W ES;fa rAi.ai.U"YDS? �`�$ mg' �'oStnR'g� Erdm��$ ?.'#:ffiwYd$'mw $�'' weanAmf,"iwYn'�l'P.� �'m $�b" ���
W
lC.l>>l '±[fsr�'i F�t.+tb FmmB>p8 4�1�, i;3 F3 f9 fs•p$�pA FJ to PpI• (8 g 8 F9 El f0'k to Nmi�s Z6 s (�T w lUnl i8lb
�.Se Ri TA�a t4D a
OY V N @11V V A O NNS ROEb m8 S m� tn8T 88 ANi8 mtn' g 8T 8 Nm W SO �� �L
THOMAS L SSOTOS
PROFESSONENGRiM
FLSi2S
k"�
wgal,� tyo VVN (Sp tpOm�
>pp11 A m
t� x
No h—a thls sheet �/�T�
LA 144,,�1'//YY��// ...LLL 8501 N.W. 90 ST.
Revised dnte for the FBC-2014 MEDLEY, FLORIDA 33166
NDiJ2TRIER, INC. pH No. (305) 696-6660
�._...
0-
AfA NUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
5�4 N.=0D�04/27/10DALUMINUM TUBE MULLIONS
n.w.e ev: °e4 Rru4rQe
N.ERAZO 08/01/14 C HAR
ANCHORS DESIGN PRESSURE CTS AND GENERAL NOTES
lbv(.ten GveL Seale l4eRuat AJ Aawfp MvnMn
DATELAW-ML-1001 — 10 OF 10 R,H•
S=� `���