RC-17-957 (2)Miami Shores Village RECEIVED
Building Department APRs 0 2017
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 1
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
FBC 20HS
Master Permit No. G
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑ PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 114 IV C 10 b� w S10--(-Z!T
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: i I -2l --� lb uo J - 00'/ O Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): -1_06 (� C L i k I A, W) rU Phone#: '4 I LI Ci 72 - Z 31
Address: /U iz 711 51.E
City: f4/ /%11 State: Zip: 3
Tenant/Lessee Name: Phone#:
Email: ,I SRwi►j
CONTRACTOR: Company Name: (M L GtfJ S1QV(,77 QkAJ L L C Phone#: "_75ci -Ll /d
Address: `� '�' L !'�1 ✓� > % %{1/ t�%'t/
City: ( LO(.G)✓AN1_ Cd"�bL State:"' /�- Zip:
Qualifier Name: k�.-Yti C- Phone#: 13
l�rGS�
State Certification or Registration #: y 60 i Certificate of Competency #:
DESIGNE : Archite ' ngineer: M A*-y- A C—vt Aft L- L A /ZU1'�v7t-vr Phone#: I a 6 5 z& - 503
Address: -�') --; N k 6F?- S- City: fl'114"1 ( 9N41F� State: 1'L Zip: 7 l 13 `e
Value of Work for this Permit: $ 7 S- 0DU Square/Linear Footage of Work: S,►`
Type of Work: ❑ Addition �K Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: LJAAft'-'eM TN'C F c s �l ti'L �i �''R!�►�L 'T-0 LW
iL �4 L P,-j j-v1- J5 �' K.t-� S K i 7Z44'�'u kA, iJ-4-- A -
Specify color of color
thru tile:
Submittal Fee $ RO' Q" Permit Fee $ 2-4 2-11-3)^ 00 CCF $ T J CA) CO/CC $ ` cx�
Scanning Fee $ Radon Fee $ ► DBPR $$ T—� Notary $
Technology Fee $j�'C1 Training/Education Fee $ Double Fee$
Structural Reviews $ (20 '� Bond $ P,,I Y )- tJ`•
TOTAL FEE NOW DUE $ D, `F B
(Revised02/24/2014) j )
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
&NE)Rr AGENT CONTRACTOR
The foregoing instrument wasacknowledgedbefore me this The foregoing instrument was acknowledged before me this
O�1
day of 20 ii by 30 day of //'�/f�i_ 20 i7 by
JIB( +e h-e- D-W IY1 , who is personally known to I:&4rSNi4#bU (/ , who is personally known to
me or who has produced NeW XwY-NW Litixe' as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC:
Notary Public - State of New York
Seal: N0. 01 BA6029060
Qualified in Westchester County
My Commission Expires Dec 11, 2017
APPROVED BY
NOTARY PUBLIC:
Sign: dlaA40,
Qrf,A Print: CL vrG
fhIN Seal: r°`�a�P:;&k LAURAFARLEY
MY COMMISSION A FF 188027
* EXPIRES: March 16, 2019
N'o r` if
+1t" Bonded itry BA#t Noleiy Services
*************************************************************
Plans Examiner ing
Structural Review Clerk
(Revised02/24/2014)
.t t� (t
"'FORM R405-2614
FLORIDA ENERGY
EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Invin Residence
Builder Name:
Street: 114 N.E 106th Street
Permit Office:
City, State, Zip: Miami Shores, Florida 33138
Permit Number:
Owner. -
Jurisdiction: 161400
Design Location: FL, Miami
1. New construction or existing Existing
9. Wall types (1786.0 sgft.)
Insulation Area
2. Single family or multiple family Single-family
a- Concrete Block —Int (nsul• Exterior
R=5.2 1786.00 ft2
b. N/A
R= ft2
3. Number of units, if multiple family I
C. N/A
R= M
d. N/A
R= V
4. Number of berdrooms(bedtms in addition) 4(1)
10. Ceiling type (403.0 sgft.)
Insulation Area
a. Under attic (vented)
R 30.0 1,950.0 ft2
5. Is this a worst case? No
b. N/A
R= ft2
C. N/A
R= ft2
6. Conditioned floor areas above grade (ft2} 230
11. Ducts
R 0 * • 0 ft2
Conditioned floor area below grade (ft2)a.
0 0
Su: Attic, RAiAll:
pc,et:ttc, : �
.
6 • •
2 .. • • L44, 0 0 0
.
7. Windows (336 sgft) Description Area
a Factor Sgl, 336.00ft2
12. Cooling systems 000 • •
• •
•kBtu/hr • • EfHcieft • • •
S
SHGC: SHGCi
—0.2
a_ Central Unit o o e o •
Q8316.00 • SEER:•
b.U-Factor N/a ft2
• . • •
.•••.•
• • • •
SHGC:
e N/a
•
13. Heating systems •
• •••.••
kBtu/hr Efficieri � •
•
SHGC-
a Electric Strip Heat • • • •:7.3
;' • ' • COP:1.60' •
d.U-Factor N/a ft2
SHGC:
Area weighted Average Overhang Depth: 2.000 ft.
..•••. •
14. Hot water system — Supplemental for Addition . . ....:.
Area weighted Average SHGC: 0.250
a. Electric Tapkless,
; ""tap: ].gallons
..•
• • • • • • •
8. Floor types (230.0 sgft.) Insulation Area
b. Conservation features
000 •
• • EF:0.920
a. Slab-0On-Grade Edge Insulation R�.0 230.00 ft2
None
b. Wood Framing above grade R= 1,720.00 ft2
15 Credits
C. N/A R= ft2
Pstat
Total Proposed Modified Loads: 38.78
Glass/Floor Area: 0.1�
48.59
'� �c
P JA �7
Total Baseline Loads:
I hereby certify that the plans and specifications covered by
Review of the plans and
,�:.yt CiAE ST,�
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance'
Florida
PREPARED BY �'
with the Energy Code.
Before construction is completedAl
DATE: -
this building will be inspected for
compliance with Section 553.908
I hereby ify that Is i
Florida Statutes.
COU
with the orida r
1N1r �
OWNE A
BUILDING OFFICIAL:
DATE: -7•
DATE:
- Compliance requires certification by the air handler unit manufact that th .air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Ch i i cc an ith R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
s'
9/27/2016 717 AM EnergyGauge@) USA - FlaRes2014 SctiwCliant S re
Page 1 of 4
FORM R405-2014
FBuilding
PROJECT
Title: 114 N.E 106th
Street Bedrooms:
Type: User
Owner
3
Conditioned Area: 1 50
Address Type:
Street Address
# of Units: 1
Total Stories: 1
Lot #
Builder Name:
Worst Case: No
Block/SubDivision:
Permit office:
Rotate Angle: 0
Cross
PlatBook:
Street:
114 N.E 106th Street
Jurisdiction: I6I400
Ventilation:
County:
Family Type: Single-family
Whole House Fan:
City, State, Zip:
Miami -Dade
MIAMI
N•wlEMating: Additlon
,
FL,
Comment:
CLIMATE
1 /
IECC
Design Location
Design Temp
TMY Site Zone 97.5 % 2.5 %
Int Design Temp Heatin g Design
Daily Temp
FL, Miami
FL MIAMI_INTL AP
Winter Summer D Days
Moisture
Range
1 51 90
70 75 149.5
56
LOW
BLOCKS
Number Name
Area Volume
•
••••
••••••
•
1 Blockl
1150 9200
' •
• •
• • •
SPACES
'
Number Name
Area Volume Kitchen Occupants
••••
Bedrooms
•
•••••
• •
1 Main
1150 9200
Infi11D •Finish
•
. •Cooled
.. heated
Yes g
3 1•••••.�.�
• . •
•
Yes
Yea
FLOORS
••
"""
# Floor Type
Space Perimeter R-Value
• . •
• • • • • .
'
1 Slab -On -Grade Edge Insulation Area
Main 180 ft
Tile • • Wood
Carpet
0 1150
ftZ
0 0
1
ROOF
# Type
Root Roof
Materials Area Area Color
Solar
Tested Emitt Emitt peck
pitch
1 Hip
Absar.
Tested Insul.
(deg)
Composition shingles 1185 ftz 0 ft2 Medium
0.96 No 0.9
No 0
14
ATTIC
/
V
# Type
Ventilation Vent Ratio (1 in)
1 Full attic
Area
RBS IRCC
Vented 300 1150 It, N
N
CEILING
# Ceiling Type
1 Under Attic (Vented)
Space R-Value Area
Main
Framing Frac
Truss Type
30 1150 ftz
0.11
Wood
9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software
Page 2 of 4
CORM R405-2014
WALLS
nmt Adjacent
10
Space Cam' Width i
n rt
Height
In Sheathing Framing
Solar Below
— 1
N Exterior Concrete Block - Int Insul
Main 5 38 7 8
-
o
— 2
E Exterior Concrete Black - Int Insul
Main 5
308.7 ft2
0
0.75 0
3
S Exterior Concrete Block - Int Insul
40 8
Main 5
320.0 ft'
0
0.75 0
—4
W Exterior Concrete Block - Int Insul
38 7 8
Main 5
308.7 ft'
0
0.75 0
40 8
320.0 ft'
0
0.75 0
DOORS
# Omt Dow Type
Space Storms
U-Value Width
Height
1 N Wood
Main
Ft In
Ft In
Area
2 S Wood
None
Main
.46 5
7
35 ft:
None
46 3
7
21 ft'
WINDOWS
Orientation shown is the entered, PrOPOSed wientation.
Wall
# Omt ID Frame Panes NFRC
--
U-Factor SHGC Area
Overhang
Depth
p $eparagon
0000
t N
-
1 Meta! Singlo(cicar)^ Ycs
-- —�����_---
0.75 0.25 92.0 ft2
—' ' •
2 ft. 0 in • '
2•ft. 0
.lit skade 9or"tttg
•
i s s- - i--- ----- T
— 2 S
2 Metal Single(clear) Yes
0.75 0.25
m
• • • • •'
Drapes>Slinds
' • • • •��
— 3 E
3 Metal Single(clear) Yes
132.0 ft2
2 ft. 0 in • in
Drapees/glinds
a 0 �Tg A
0.75 0.25 52.0 ft2
"•'
2 ft. 0 in • Q 1
• • •
Wpes/Minds
-- 4 W
3 Metal Single(clear) Yes
0.75 0.25
• ..
• g
60.0 ft2
2 ft. 0 in • 2 1•a P
• • •
• • • • •
. • ..
...•..
;http ;Mlinds
. , rjpgr,
.
. .
.
• •
000000
•.....
.
INFILTRATION
••
# Scope
Method SLA
CFM 50 ELA
1 Whdehouse
pro
Proposed ACH(50)
EgIA
ACH ACH 50
.000025
76.7 4.21 7.92
.0175 _5
HEATING SYSTEM
#
System Type Subtype
1
Electric Strip Heat
Efficiency
Capacity
None
COP_1
36 kStu/hr
Block
Ducts
1
sys#i
COOLING SYSTEM
#
System Type Subtype
1
Central Unit None
Efficiency Capacity Air Flow SHR
Block
Ducts
SEER: 14.5 36
kBtu/hr 1060 crm 0.75
1
Sys#1
9/2772016 7.17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software
Page 3 of 4
FORM R405-2014
HOT WATER SYSTEM
#
System Type
SubType
Location
EF
Cap
Use
SetPnt
Conservation
1
Electric
Tankless
Main
0.99
1 gal
50 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cart #
Company Name
System
Model # Collector Model
Collector
# Area
Storage
Volume
FEF
None
None
ft2
DUCTS
/
V #
— Supply —
Location R-Value Area
— Return--
Location Area
Leakage Type
Air
Handler
CFM 25 CFM25
HVAC #
TOT OUT
QN RLF
Heat Coot
1
Attic
6 255.6 ft2
Attic
63.9 W
Default Leakage
Main
(Default) c(Default) c
1 1
TEMPERATURES
Programable Thermostat: None
Ceiling Fans:
• •
Cooling (j Jan
Heating [[X]] Jan
Venting Jan
H Feb
Feb
Feb
(j Mar
l(xXjJ Mar
Mar
[ j
[(xj]
Apr (
Apr E
Apr
May
May
May
(Xj Jun [Xj Jul
Jun E Jul
XXj1 Au
4 ]Aug
fX1 • 1 • • • p�
j 1 S ie • • { Oct Oct. •. � zov
•°•
[j jj
]j
Jun Jul
[ l Aug
[ ] Sep. •. {X) Oct
Nov ov
• Bw
Thermostat Schedule:
HERS 2006 Reference
Hours
•
• •
Schedule Type
1
2
3
4
5 6
7
� • 9•
8
�
•°••••
• �
• •
19 • • • •11
Cooling (W D)
AM
PM
78
78
78
78
78
78
78
78
78 78
78
78
78 • • •}g •
7 • ° 78
• • yS •
Cooling (WEH)
AM
78
78
78
78
78
78 •••�•
7$ w.••76
w.We••
PM
78
78
78
78
78
78 78
78 78
78
78
78 • • •ag •
78 T8
78 • 78
7$ 78
78 •
:
Heating (W D)
AM
68
68
68
68
68 68
•
4 •' • • •
00 TS 0
PM
68
68
68
68
68 68
68
68
68
68 o B8 •
6$ 68
gg$$
' • Ile:
Heating (W EH)
PM
68
68
68
68
68
68 68
68
0068 •
6688
• • •
68 •°.�68
68
68 68
68
68
68 68
68
9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software
Page 4 of 4
Residential Cooling and Heating
Load Calculations Based on ASHRAE
Cooling & Heating Load Calculation
Manual, Second Edition.
e
Job NAME:
Summer design 91.0 ° F
Summer Coincident W.B.: 77.0 °F
Summer Daily range.: 11.0 ° F
Data Source 2001 ASHRAE Hand Book
Irwin Residence
114 ME 106th Street
Miami Shores, Florida 33138
Date:
06/29/17
Unit/ area served:
NEW AHU #3
Calculated by:
A.M
Checked by:
A.R.G
ITEM
SOLAR
SHADE
T.AREA
BTU/HR
ITEM
T
U T.AREA
BTU/HR
N. Glass
37
x
x 92 =
3404
N. wall
14 x
0. x 473 •
� •
1324.4
NE. Glass
66
x
x 0 =
0
NE. Wall
20 x
• �
A x• 9 =
ur •
E. Glass
91
x
x 52 =
4732
E. Wall
24 x
0.2 ' 7E 418 • •'-
2006.411,
SE. Glass
82
x
x 0 =
0
SE. Wall
22 x
0.2• • A E _ • •
0.0► • • • • •
S. Glass
0
x 37
x 132 =
5016
S Wall
17 x
0.3 • �c• • j 10 = •
1394 •
SW. Glass
W. Glass
82
91
x
x
x 0 =
x 60 =
0
5460
SW Wall
W Wall
22 x
24 x
0.2 04000 • _
02 1485 •A • • •
0 �••"�
23J >3•
NW. Glass
66
x
x 0 =
0
NW Wall
22 x
0 jx• O
0.2 x 0 =
00.
0. • •
Hor. Glass
x
x =
0
Knee wall
•••••• •• •
• • . . •
0,,•••••
U
Glass Areas =
336
Subtotal =
18612
T. Wall Area
1786
• • • • Subtotal* _ • •
7052.8 •: -
• • • •
••••••
ITEM
T
U
T.AREA
BTU/HR
ITEM
BTU/Unit
TOTALy
BV-I/HR •
Partition
13
0.9
0
0.0
People
230
0000
699• • • •
Roof
48
0.03
1950
2808
Kitchen
1200
000 •
1 • •
IA
Floor
13
0.09
'1956
8424
Infil.Nent =
1.1xQQxDT=
67.32 x 16.3 •
1110.8
Ceiling
0.0
Miscellaneous
60,
Subtotal
11232
Subtotal
3061
TOTAL SENS.
GRAND TOTAL
HEAT LOSS
ITEM
Walls
Roofs
Floor
Glass
Ventilation = 1.1zDTxQ=
Partition
TOTAL
KW
= 20073 Btu/hr
= 26095 Btu/hr (TOTAL SENSIBLE + LATENT) MAX. ALLOWED PER UNIT 1.15% _
TONS = 2.2
USE = 4:0, Tons
T.AREA T U BTU/HR Cfm = 1600
1786 27 x 0.2 9644.4 Sq.FVr = 400.0
1950 27 x 0.03 1579.5 CFM/sq.ft = 1.0
1950 27 x
336 27 x
1.1 27 x
0 27 x
27941 Btu/hr
5.4 Kw
0.09 4738.5
1.1 9979.2
67.32 1999.4
0.09 0.0
Q=ARCHxVOL./60= 0.68 x 16617 / 60 = 276.95
Area A/C 4950 Sq.ft.
Volume A/C 1950 x 8.5 = 16617 Cu. Ft.
30009.55 Btu/Hr
f '
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 84
The lower the EnergyPerformance Index, the more efficient the home.
114 ME 106th STREET, MIAMI SHORES, FL
1. New construction or existing
Existing
9.
Wall types (1786.0 sqft.)
Insulation
Area
2. Single familymultiple family
or P Y
Single-famih
a.
Concrete Block— Int Insul,
Exterior R=5.2
1796.00 li2
b.
N/A
R=
ft2
3. Number of units, if multiple family
t
C.
NIA
R=
112
d.
N/A
R=
ft2
4. Number of berdrooms(bedrms in addition)
4(1)
10.
Ceiling type (403.0 sgft.)
Insulation
Area
a Under attic (vented)
R=30.0
1,950.0 ft2
5. Is this a worst case?
No
b. N/A
R=
ft2
C. N/A
R=
112
6. Conditioned floor areas above grade (ft2)
230
11.
Ducts
R
ft2
Conditioned floor area below grade (ft2) 0
p
a. Sup: Attic, Ret: Attic,
AH: AH2 6
210.4
0000
7. Windows (336 sgft.) Description
a.U-Factor Sgl, u=0-75
Area
12.
Cooling systems
• • • kBtu/tlt • • •
Efficiency.
E;SEER iency
SHGC: SHGC=0.25
336.00ft2
a_ Central Unit
• • • • •.28.3 •.
b.U-Factor N/a
BO
• • • • • • .
•
SHGC:
c.U-Factor N/a
13.
Heating systems
••�•
• .kBtuthr.*... ; •
• •
.....:
Effrcfbncy -
SHGC:
a. Electric Strip Meat
• 27.3 •
COpel". 0 •
d. U-Factor N/a
ft2
• •:"' • • • •.
� . •
• • :.. •
SHGC: -
Area
14.
.. .. • ..
Hot water system — Supplemental kv "dition
000*00
weighted Average Overhang Depth:
2 000 ft
•
•
Area weighted Average SHGC:
0.250
a. Electric
TInUds : . Cap: i;allons
••••••
•••••
8. Floor types (230.0 sgft.) Insulation Area
• • •
�'3�Q'
a. Slab -On -Grade Edge Insulation R=0.0
230.00112
b. Conservation features
" • • • • •
.
b. Wood Framing above grade R=
1,720.00 ft2
15.
None
Credits
•
C. N/A R=
ft2
Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Date: (a . Z 7 • n
Address of New Home: I l j f 06T111 S'Tale-e-7 City/FL Zip: (M 14y.,t S H.Ly,•a7
F11 . a 135130
OS THE S 74 l��
Vy=Y _ c..
A °'"f•� w :'O
'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
9/27/2016 7:19 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
Miami Shores Village
Building Department
10050 NE 2"d Ave.
-per Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL
INSPECTOR UNDER THE FLORIDA BUILDING CODE.
I (We) have been retained by E 1 &W) J to perform special
inspector services under the Florida Building Code 2010 at the 1 144 n/ y, 10 %'4- J��
project on the below listed structure as of 4 - (o • r1 (date). I am a registered
architect/professional.engineer licensed in the State of Florida.
Process Number: fir✓ y-�7 [���
_ Special Inspector for Piling, FBC 1822.1.20 (R4404.6.1..20)
—Special Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (R4409.6.17.2.4.2)
*CSpecial Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) ....
_ Special Inspector for Steel Framing, FBC 2218.2 (R4408.5.2) . • • • • . •
' Special Inspector for Soil Compaction, FBC 1820.3.1 (R4404.4.3.1) �' • • • •
_ Special Inspector for Precast Attachments, FBC 1927.12.2 (R4405.9.12) ' •
_ Special Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917,Z.CP*4405.12.21•
Other_ ......
]\Tote: Only the marked boxes apply. •..... .• •
The following individual(s) employed by this firm or me is authorized representative to perforn'i.. •
inspection* ; • •; •
1. 2.
3. 4.
*Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by • • •
education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a
professional engineer or architect: graduation from an engineering education program in civil or structural engineering;
graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
I (we) will notify the Miami Shores Building Department of any changes regarding authorized
personnel performing inspection services.
I (we), understand that a Special Inspector inspection log for each building must be displayed in a
convenient location on the site for reference by the Miami Shores Building Department
Inspector. All mandatory inspections, as required by the Florida Building Code, must be
performed by the Miami Shores Building Department .Inspections performed by the Special
Inspector hired by the owner are in addition to the mandatory inspections performed by the
departmenkA"Yal4pon completion of work under each Building Permit, I will submit to the
Building°% Q�a�.�l �YVe of the final inspection the completed inspection log form and a
seal�et1 t, t he best of my knowledge, belief and professional judgment
tho�s`e ortior*6)f he d above meet the intent of the Florida Building Code and are
injubstantial co '} a ap oval plans.
=_ Engineer/Architect
Name
si Dat�i�•S� OF ,��7 Print
Address
1 -7 IS 4)
• P.E. #038398 F( 4- W (O G ,S'j`aae- t
Edward A. = ��
LARDERS 'RE. 34&18�3,
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Edward A.
LARDERS, RL
CONSULTING ENGINEERS
P.E. #038398
(305)823-3938
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P.E. #038398
Edward A
LANDERS P.E. (305)823-3938
CONSULTING ENGINEERS
TABLE 3.2.1.2: Reinforced Wail Properties for Load Combinations Not Including Wind or Seismic
Concrete Masonry Wall Properties Steel Reinforcement Properties
tAGm 8 in E, 29.000,000 psi
For Effective Depth d = 3.8125 in FY 60,000 psi (Table Arranged by Increasing MR)
Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall
d
c 'i
fm = 1,350 psi
fm = 1,500 psi
Bar
Bar
Bar
Bar
Bar
Spacing
A,
MR
Bar
Spacing
A.
Ms -
Bar
Spacing
A,
MR
Bar
Spacing
A,
MR
Size
(in)
(in2/ft)
(in-lb/ft)
Size
(in)
in2/ft)
(in-lb/ft)
Size
(in)
(in'/.t)
(in-lb/ft)
Size
(in)
(in'/ft)
(in-lb/ft)
8
8
1.19
20,072
4
24
0.10
8,311
8
8
1.19
21,860
8
72
0.13
8.928
7
8
0.90
19,008
8
72
0.13
8,310
7
8
0P0
20,647
4
24
0.10
8,348
6
8
0.66
17,730
6
56
0.09
7.804
6
8
0.66.,
19,201
7
72
0.10
8,114
8
16
0.69
16.609
5
40
0.09
7,753
8
16
0.96
18,055
6
56
0.09
7,840
5
8
0.47
16,221
7
72
0.10
7,582
5
8
0.47
17,511
5.
40
0.09
7,786
7
16
0.45
15,650
6
64
0.08
6,829
7
16
0.46
16,963
6
64
0.08
6,860
8
24
0.40
15,040
5
48
0.08
6,508
8
24
0.40
16,306
8
96
0.10
6,696
6
16
0.33
14,499
4
32
0.08
6.306
6
16
0.33
15,660
5
48
0.08
6,534
4
8
0.30
14.301
8
96
0,10
6,232
4
8
0.30
15,381
4
32
0.08
6.331
7
24
0.30
14,067
6
72
0.07
6,070
7
24
0.30
15,196
6
72
0.07
6,097
8
32
0,30
13,987
7
96
0.08
5,687
8
32
0.30
15,118
7
96
0.08
6,085
8
40
0.24
13.160
5
56
0.07
5,578
8
40
0.24
14,181
5
56
0.07
5,600
5
16
0.23
13,134
4
40
0.06
5,086
5
16
0.23
14.127
8
120
0.08
5,357
7
32
0.23
12,972
8
120
0.08
4.986
7
32
0.23
13,963
4
40
0.06
5,104
6
24
0.22
12,896
5
64
0.06
4.881
6
24
0.22
13.871
5
64
0.06
4,900
8
48
0.20
12,465
6
96
0.06
4,552
8
48
0.20
13,392
7
120
0.06
4,868
7
40
0.18
12,103
7
120
0.06
4,549
7
40
0.18
12,982
6
96
0.06
4,573
6
32
0.17
11,758
5
72
0.05
4,339
6
32
0.17
12,592
5
72
0.05
4,356
5
24
0,16
11,506
4
48
0.05
4,264
5
24
0.16 -
12,315
4
48 :
0.05
4.278
7
48
0,15
11,374
4
56
0.04
3,655
4
16
0.15
12,171
4
56
0.04
3,667
4
16
0.15
11,374
6
120
0.04
3,642
7
48
0.15
12,171
6
120
0.04
3,658
6
40
0.13
10,836
5
96
0.04
3,254
8
56
0.17
11,479
5
96
0.04
3,267
8
56
0.17
10,684
4
64
0.04
•3,198
V :
• 40�
Q •16
10,888
4
64
0.04
3,209
7
56
0.13
9,749
4
72
0.03
•J,843
7•
•
66
0.13
10,432
4
72
0.03
2,852
5
32
0.12
9,598
5
120
0.03
•J.60;
6•:
•
••64:
0116
10,044
5
120
0.03
2,614
8
64
0.15
9.349
4
96
0.03
2,132
5
32
0.12
9,643
4
96
0.03
2,139
6
48
0.11
9.105
4
120
0.02
1,706
6
48
0.11
9,146
4
120
0.02
1,711
7
64
0.11
8,530
• • • •
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• • 64
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9,128
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CONSULTING ENGINEERS
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CONSULTING ENGINEERS
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AMERICAN
4001 WOOD
LIP C-0#FNCiL.
March 2013
ADDENDUM
to the 2012 and previous versions of the
Design Values for Wood Construction
(a supplement to the National Design Specification° (NDS®) for Wood Construction)
Effective June 1, 2013, design values for all grades of visually -graded Southern Pine and Mixed Southern Pine lumber,
2% 4" thick will change. The design values to use with the 2012 NDS, 2005 NDS, and the 2001 NDS are shown below
(values that will change on June 1, 2013 are shown as underlined). These values supersede values published in the
AWG March 2012 Addendum.
Table 413 Reference Design Values for Visually Graded Southern Pine Dimension Lumber
(2" - 4" thick)1,2,3,4,1 (Tabulated design values are for normal load duration and dry service conditions, unless
specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 413 ADJUSTMENT FACTORS
values in pounds per s uare inch i
Bending
-Design
Tension
parallel
to grain
Shear
parallel
to grain
Compression
perpendicular
to grain
Compression
parallel
to grain
Modulus of
Elasticity
Species and
commercial
grade
Size
class iflcation
Specific
Gravttyb
Grading
Rules
Agency
Fb
Fe
F„
F
F�
E Emm
G
• -PINE
Dense Select
Structural
Select Structural
2.700
2.350
1.900
1.650
175
175
660
565
2.050
1.900
1,900,000
1,800,000
690,090
• •
6@0,000
•
••
• • •
•
• ,
•
•
Non -Dense
Select Structural000000
No.1 Dense
No.1
No.1 Non -Dense
No.2 Dense
2' - 4" wide
2.050
1.660
1.500
1,300
1 200
1 650
11100
11 800
875
750
175
175
175
175
175
480
660
565
480
660
1 0
1,750
1.650
1-550
1,500
1,600,000
3 ia
660,000
%9(f ov
ou e
•
• •
• • �
; •
SPIB '
•4 4
1,800,000
1,600,000
1,400,000
%i(ld00
1,600.000
VC.&M
1,400,000
No.2
1.100
675
175
565
1,4450
4510,000
• •
•
1,300,000
No.2 Non -Dense
1.050
600
175
480
1,450
-ffM
•
1,300,000
No.3 and Stud
1
6.10
400
175
565
$50
470.004
•
• •
• •
Construction
Standard
4" wide
875
475
Soo
275
175
175
565
565
1 600
1.300
1,400,000
1,200,000
510,600
•aaL&
•
0.55•
•
• . •
Utility
29
12
175
565
820
1.200.000
440,000
•
•
Dense Select
Structural
Select Structural
22,400
2 100
1.650
1 4 0
175
175
660
565
1.900
1 800
1,900,000
1,800,000
690,000
660,000
Non,Dense
Select Structural
No.1 Dense
No.1
5" - 6" wide
185
1.500
1 0
11300
1.000
M
175
175
175
460
660
565
1700
1.650
1 550
1,600.000
580.000
0•�
SPIB
1,800,000
1,600,000
660,000
580.000
1,400,000
510,000
No.1 Non -Dense
1.200
775
176
480
1�50
1,600.000
58D.000
No.2 Dense
1 0 0
650
175
660
1.450
1,400,000
510,000
No.2
1.000
600
175
565
1.400
1 300,000
4770,000
No.2 Non -Dense
M
175
480
1 =
1.300.000
470.000
No.3 and Stud
E5-
350
175
1 565
800
Dense Select
Structural
Select Structural
z•aoo
1.950
1.550
1350
175
175
660
565
1.850
1.700
1,900,000
1,800,000
690,000
660,000
Non -Dense
Select Structural
No.1 Dense
No.1
8" wide
1.700
1,350
11.250
1.200
900
800
175
175
175
480
660
565
1.550
1.600
1,500
y600.000
580.000
0•55
SPIB
1,800,000
1.600,000
660,000
580,000
1.400,000
510,000
No.1 Non -Dense
1,100
700
175
480
11.400
1,600.000
No.2 Dense
975
600
175
660
1,400
580,000
1,400,000
No.2
925
550
175
565
1.350
510,000
1,300.000
No.2 Non4:)ense
875
500
175
480
1.300
470,000
No.3 and Stud
525
325
1 175
1 565
1 775
1 1.300.000
1 470,000
222 Catoctin Circle, SE, Suite 201 • Leesburg, VA 20175.202 463-2766 • www.awc.org ■ info@awc.org
2012 NDS Supplement Addendum
March 2013
Page 2
Design values in pounds per square inch(psi)
Species and
Grading
Tension
Shear
Compression
Compression
commercial
Size
parallel
parallel
parallel
perpendicular
parallel
Specific
Rules
grade
classification
to grain
to grain
to grain
to grain
Modulus of Elasti '
Gravity6
Agency
E E b
Fb
F,
F�
F
Fc
G
SOUTHERN
Dense Select
11950
1�300
175
660
1_ B00
1,900,000
690,000
Structural
Select Structural
1.700
1.150
175
565
1.650
1:8001000
660,000
Non-Dse
1 0
1.050
175
480
1.600
1,600.000
580,000
Select tru
Select Structural
No.1 Dense
i.200
800
175
660
1.550
1,800,000
660,000
No.1
10' wide
1.050
7700
175
565
1,450
1,600.00
580.000
0.55
SPIB
1 400.000
510,000
No.1 Non -Dense
am
¢�3`
175
480
1.400
1.600.000
No.2 Dense
850
525
175
660
1,350
580,000
1.400.000
51 D.000
No.2
800
475
175
565
1.300
1,300,000
470,000
Not Non -Dense
750
425
175
480
1y5g
1.300.000
470,000
No.3 and Stud
475
275
175
565
750
Dense lect
11800
1.250
175
660
1,750
1,900,000
690,000
Structuralral
Select Structural
1,600
1.100
175
565
t 650
1,800,000
660,000
Non -Dense
1.400
975,
175
480
1.550
1.600.000
580,000
Select Structural
No.1 Dense
1.100
7550
175
660
1.500
1,800,000
660,000
No.1
12" wide
1.Qpp
5
175
565
1.400
1,600,000
580,000
0.55
SPIB
1,400,000
No.1 Non -Dense
175
480
1.350
610,000
No.2 Dense
800
500
175
660
1.300
1,500,000
85 0,000
1,4
510,000
No.2
M
A.�Q
175
565
1.250
• •
•
1,300.000
47�¢0
No.2 Non -Dense
700
400
175
480
1,250
•001*
•
1,300,000
No.3 and Stud
450
1 250
175
565
726
47 OP
F
Select Structural
2,050 1,200 175 565 1,800 1,600,000
58p000
No.t
4"
1,450 875 175 565 1,650 1,500,000
Iglfdbt 041
No.2
2" - wide
11100 5 175 565 1y450 1,400,000
67
Sfd,Obp • •
•
• •
No.3 and Stud
4000 175 565 M 1,200,000
"IP@00 •
Construction
51
,�QQ
175
565
1.600
1,300,000
•1ft#1000
• •
•
Standard
4"wide
475
275
175
565
1.300
1,200,000
s14(kWt
•
011 •.
•
Utility
2255
125
175
565
850
1,100,000
•M1QQ"
Select Structural
1,850
1,100
175
565
1,700
1,600,000
68Q,II�
No.1
1,300
750
175
565
1,550
1,500,000
550,200
• • •
•
No.2
5" - 6" wide0*1
1000
600
175
565
1.400
1,400,000
510,000
•
No.3 and Stud
575
350
175
565
775
1.200,000
•441),080
• •
•
Select Structural
1,750
1,000
175
565
1,600
1,600,000
580,000
•
No.1
1,200
700
175
565
1,450
1,500,000
650,000
0.51
SPIB
Not
8" wide
925
550
175
565
1,350
1,400,000
510,000
No.3 and Stud
525
325
176
565
800
1,200,000
440,000
SeBectStructural
1,500
875
175
565
1,600
1,600,000
580,000
No.1
1,050
600
175
565
1,450
1,500,000
550,DD0
0.51
No.2
10" wide
800
475
175
565
1.300
1,400,000
510,000
No.3 and Stud
475
27 ,
175
565
YM
1,200,000
440,000
Select Structural
1,400
825
175
565
1,550
1,600,000
580,000
No.1
975
575
175
565
1,400
1,500,000
550,000
0.51
No.2
12' wide
ZK
!L5Q
175
565
1,250
1,40D,000
510,000
No.3 and Stud
450
1 250
175
565
1 M
j 1,200,000
440,000
LUMBER DIMENSIONS. Tabulated design values are applicable to lumber that will be used under dry conditions such as in most
covered structures. For 2" to 4' thick lumber the DRY dressed sizes shall be used (see Table 1A) regardless of the moisture content at
the time of manufacture or use. in calculating design values, the natural gain in strength and stiffness that occurs as lumber dries has
been taken into consideration as well as the reduction in size that occurs when unseasoned lumber shrinks. The gain in load carrying
capacity due to increased strength and stiffness resulting from drying more than offsets the design effect of size reductions due to
shrinkage.
STRESS -RATED BOARDS. Information for various grades of Southern Pine stress -rated boards of nominal 1 ", 1'/.", and 1'/a" thickness,
2" and wider is available from the Southern Pine Inspection Bureau (SPIB) in the Standard Grading Rules for Southern Pine Lumber.
•
(1)
2012 NDS Supplement Addendum
March 2013
Page 3
3. SPRUCE PINE. To obtain recommended design values for Spnice Pine graded to SPIB rules, multiply the appropriate design values for Mixed
Southern Pine by the corresponding conversion factor shown below and round to the nearest 100,000 psi for E; to the nearest 10,000 psi for Ern:,;
to the next lower multiple of 5 psi for F, and Fc; to the next lower multiple of 50 psi for Fb, F,, and F, if 1,000 psi or greater, 25 psi otherwise.
CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR 5PRUct I-INC
Tension Shear Compression Compression Modulus
parallel parallel perpendicular parallel of
Bending to grain to grain to grain to grain Elasticity
Fb F, F Fa F. E and E,,,,"
Conversion Factor 0.78 0.78 0.98 0.73 0.78 0.82
4. SIZE FACTOR. For sizes wider than 12", use size factors for Fb, Ft, and F, specified for the 12" width. Use 100% of the F.,, F�.L, E, and
E,,;, specified for the 12" width.
5. When individual species or species groups are combined, the design values to be used for the combination shall be the lowest design
values for each individual species or species group for each design property.
6 Specific gravity, G based on weight and volume when oven -dry.
• •
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Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
2s
71- 3
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P.E. #038398
(345)823-3938 COGS.
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Edward A.
LANDERS, POE,.
CONSULTING ENGINEERS
P.E. #038398
(30S)823-3938
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CONSULTING ENGINEERS
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MecaWind Pro v2.2.7.5 per ASCE 7-10
Developed by MEGA Enterprises, Inc. Copyright www.mecaenterprises.com
Date 5/16/2017 Project No. 1715435-01
Company Name Edward A. Landers, P.E. Designed By Edward A. Landers, P.E.
Address 7850 NW 146th Street Description Wind Pressures
City Miami lakes Customer Name Customer
State Florida Proj Location 7260 NW 5th Street, Miami, F1
Lc(�ation: C:\Pr^gram Files g61\y_ccaw_nd\.:71 4C<:-G:.wnd
Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2
V: Basic Wind Speed 175.00 mph
Cat: Structural Category(I,II,III, and IV) = II
Exp: Exposure Category(B,C, or D) = C
RHr_: Ridge Height = 15.00 ft
EHt: Eave Height = 9.50 ft
Ht: Mean Roof Height of Building = 12.25 ft
Theta: Roof Angle = 10.74 Deg
L: Length of Building(If Gabled, along Ridge) = 45.00 ft
B: Width of Building(Perpendicular to Ridge) = 58.00 ft
Kzt: Topographic Factor = 1.00
Lambda: Adjustment Factor for Building Height and Exposure = 1.21
I: Importance Factor 1.00
a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 4.50 ft
2a: Length over which Zone A acts on Each Corner = 9.00 ft
Wind Pressure on Main Wind Force Resisting System (MWFRS) ••••
• •
• • •••• ••••••
Load A B C D $ F G B EOH •GOH• • •
•
Case psf psf psf psf psf psf psf psf psfposit • ••• • • • •
------------------------------------------------------------------------•-••*•• •• ••••••
1.00 40.56 -16.25 26.94 -9.45 -42.45 -26.20 -29.58 -20.13 -59.49• J&:3
2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00• • i••••i
•••• • • • •
• • ••••••
Note (1) ps = Lambda * Kzt * I * ps30 •••• • •••••
Note (2) Directionality Factor(Kd) is not an input during a Simplified•Arb-46rais. •• • ••0•••
• • • • •
0000 • •• ••••••
•
Wind Pressure on Components and Cladding (Ch 30 Part 2) i••i•i • ••
Al! pressures shown are based upon rSD Design, with-. a Load Factor of t • • • ••••••
••••••
•
,Description Width Span Area Zone Max P •Tjin ••• • •••••• •
ft ft ft^2 psf psf • •
••
-------------------------------------------------------------------------
UPLIFT 2.00 10.00 33.3 1 19.86 -35.09
UPLIFT 2.00 10.00 33.3 2 19.86 -55.75
UPLIFT 2.00 10.00 33.3 3 19.86 -84.71
WINDOW A 4.16 4.33 18.0 4 38.67 -42.05
WINDOW B 1.33 3.33 10.0 4 40.11 -43.49
WINDOW C 1.33 4.33 10.0 4 40.11 -43.49
WINDOW D 3.33 4.33 14.4 4 39.32 -42.70
WINDOW E 3.33 3.16 10.5 4 40.02 -43.39
WINDOW F 3.33 5.33 17.7 4 38.72 -42.09
WINDOW G 3.33 3.33 11.1 4 39.92 -43.29
WINDOW H 3.33 5.33 17.7 4 38.72 -42.09
DOOR 1 3.00 6.67 20.0 4 38.31 -41.69
DOOR 2 6.00 6.67 40.0 4 36.71 -40.08
DOOR 3 2.67 7.00 18.7 4 38.55 -41.93
Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3.
Note (2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt.
Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H.
Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5.
CIO
M IAM 1-DADE MIAMI-DADE COUNTY
i PRODUCT' CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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 A14J (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 the Florida Building
Code, including the High Velocity Hurricane Zone.- • • • •
l'DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - IZ.Maf • "" " ' 0
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Wincicwv Details•, LM &• • • •; •
SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, pmparod by manufacturer
signed and sealed b Anthony Miller, P.E. bearing the Miami —Dade Coun dtt t Co l vision' • • •
g'n Y Y Yan � gtY � G �:q .fig
stamp with the Notice of Acceptance number and expiration date by the Miam2 71Ade County Product •; • • •
Control Section. • 0 • •' • :00 00 '""
.. .. . . ......
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, o .. s . .• •
LABELING: Each unit shall bear a permanent label with the manufacturer's dame 8r logp..city state! • • • � •
model/series, and following statement: "Miami -Dade County Product Control Apo 54", unless otherwisf....;
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# 15-0519.13 and consists of this page Wevi pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel fer4
NOA No..16-0629.21
xpiration Date: April 11, 2618
`�t Approval Date: August 11, 2016
j Page 1
N � �
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.12-1218.09)
2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM",
sheets I through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94 • • • •
5) Cyclic Wind Pressure Loading per FBC, TAS A3-94 •' "• "' •'
6) Forced Entry Test, per FBC 2411.3.2.1, and.T'A$,202-94 • •; • • •; •
along with marked -up drawings and installation diagram of a serias•EA740 outswing .
aluminum casement window, prepared b Fenestration Testing, L ato 1:q Test
P P Y g �4F rYv. Q.•.
Report No. FTL-7065, dated 10/05/ 12, signed and sealed by Marlin D. Brinson, P.E. • • ; • • •
...... . .....
(Submitted under NOA No. 124218.09) .. •
.. .. . .. ......
C. CALCULATIONS • • • • • •
1. Anchor verification calculations and structural analysis, complymg'with FBC-551h ;. •, •
Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealeabi '
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.13)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E-1
Manuel E.
Product Contro Exa iner
NOA No. 1 629.21
Expiration Date: April 11, 2018
Approval Date: August 11, 2016
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5`s Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.13)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.13)
3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No.15-0519.13, issued to PGT Industries for their Series "CA-
740" Outswing Aluminum Casement Window - L.M.I." approved on 07/16/15 and
expiring on 04/11118.
• •
0 *0
......
Manuel ere
Product Control Ex mine
NOA No. 16- 24 1
Expiration Date: April 11, 2018
Approval Date: August 11, 2016
E-2
GENERAL NOTES: SERIES 740IMPACT-RESISTANT
CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30 IN THE HVHZ, THE
OUTBOARD LITE (CAP) MUST TEMPERED.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 5.9
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
501LAMINATED G �I
GLASS STACK �7I
1/S"ANNEALED
GLASS
MV BUTACITE•PVB
BY KURARAY
AMERICA. INC.
IV 3T'W UIM -
25.476" MAX. O.C. IF �D- IS EXTEwoR GLASS
UNDER 33.476' (HEA1 �L.,4"MAX. B, SEE SHE11/16" GLASS SITE
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE I _
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR r
EVALUATIONS WERE SOUTHERN PINE, ASTM C9D CONCRETE MASONRY UNITS i r\
AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. A I \
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I.1/2" THICK OR \
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY I
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION / \
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
sw
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT
TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL (DLO)
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS,
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS I /
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED /
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-7065. 3579, 3580, 3724; ELCO ULTRACON
NOA; ELCO CRETEFLEX NOA ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL.
Giese Types
Sheet #
1
5/16" Lami (1/8 An —ow PVB -1/8 An)
5
2
7/16" Lami 16 An - .090" SG - 3116 An)
6
3
7116" Lemi (3115 HIS - .0SG - 3/16 ?1*
7
4
7/8" Lemi. IG (1/B" An - 7/16" Air -1/8" An - .09D' PVB - 1/8" An)
5
5
718" Lami. IG (1/8" T - 7/16' Air - 1/8' An - .090 PVB -1/8" An)
8
6
7/8' Lami. IG (3/18" An - 1/4" Air - 3/16" An -OW SG - 311T An)
9
7
7/8" Lemi. IG 3116" An -1/4" Air - 3/16" HS -.090" SG - 3/16" HS)
7
8
7/8" Lami. IG 3/16" T. 4/4" Air- 3/16" An - .090" SG - 3l16' An
9
9
7/8" Laml. 10 (3116" T -114" Air - 3118" HS - .090' SG - 3l18" HS)
7
"PVB"= BUTACITE ' P®VB BY KVKAKAT AMCM1 . 1 Irva..
'SG"= SENTRYGLAS BY KURARAY AMERICA, INC.
4" MAX. J
7116" LAMINATED
GLASS STACK —I
.Ow sd'HBY KUiARAY
3/18" ANNEALED OR
AMERICA, INC.
HEAT-MENGTHENED
GLASS
3I76'ANNEALED OR
HEAT-STRENGTHENEO
EXTERIOR3$
GLASS
, F
11/16" GLASS BITE
—
"
1 MAX.
A. SEE O.C.
GLASS TYPE 1
GLASS TYPES 2 & 3
SHEET2
6" MAX.
r O.C.
I
Ire'NOM. TAP NOM,
GLASS STACK yi8" LNAINATED GLASS SLACK GLASS STACKED
OLA6S STACK
cuss STACK
ANNEALED GI.A66 OI
OBp•gUTACRE®pVB
mc-
HEAT-SANNEALED
1/4'AIRSPACE HEAT-STRENGTHEI
USE ANCHOR
uaNrhhlFooR
PAIR AT EACH
11B,
rt
JAMB IF
HEIGHT IS
TEMPrRED GLASS
LJ
26" OR OVER
EXTERIOR
Rr
HEIGHT
14.lir MAX. O.C. IF WIDTH IS
33.476" & OVER (HEAD & SILL)
30" VISIBLE_ J
OPENING (DLO) �I
TYP. ELEVATION OF CASEMENT WINDOW
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-ASTM E1300-04
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
•AISI-S10G-07/S2-2010
GENERAL NO'9S.a.....•.....•.....•.1 • • Y�'�F
Et@VATI ON.&.•.........0 •......... 1
GLAZING DETAILS ........................... 1 = �' : �• Ns�
.................................
INSTALLATION2 : # •;
ASSEMBLY TUBE DETAILS ............. 3 '
4ICI",jPECIFITIEBIQNIS&+. �. < �, • • ��
AtNCHOW QUANTIy..........•...... 4
OESIGtOPRESSURES ............. •..... 5-9 �• '•.•AZ DF, �i`tl`�
• ASSM.......
RUSIeNS/SPAe R&•.•.. 11� • • ,� Lrs .• �`' ���`
s .•• 1NALLj1A�
A LYNN MILLER P.E.
• • • • • • • • • •
• •• •• • • • •• ••
BY KURARAY
Se BY KURARAY
9/1B, ANNEALED
AMERICA, INC. GLASS
.090"
AMERICA,INC.
118"ANNEALED 38
3n8'ANNEALED OR
EXTERIOR
HEAT -STRENGTHENED GLASS
a
11M8" GLASS BITE
e,
11H6" GLASS BITE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
718" NDM.
GLASS NO.
I �I Lam— B' LAMINATE
GLASS 6TACIC
&IB' ANNEALED GR
EATSTRENGTHENED GLASS
1M'NRSPACE .09w 500 BY KURWAY
3H8'TEMPERED AMERICA. INC.
Gi,AS9 NIB' ANNEALED OR
.I—
HEAT -STRENGTHENED
4 EXTERIOR GLASS
-_
11/16"GL#ASS SITE
V
PRODUCT REVISED
w complying with Ow FkWWA
GLASS TYPES 8 & 9
Building Cods
Acetptomblo I(o-06?21
'latim Date A 1Z1
Revised By: Date: Revision B.
n
JR 05/05/16 ADDED SHEET 11
WITH SPACERS,
By
Mimi T'rodecC
Revised By: Dote: Revision A:
®
Description:
Drown By:
GLAZING DETAILS
J ROSOWSKI
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
Title: Oote:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
P.O. BOX 1529
NOKOMIS, FL 34274
Series/Model: Scole: She t:
Drowing No. Rev:
CA-740 NTS 1 OF 11
I
MD-CA740-LM I B
CERT. OF AUTH. #29296
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER C
TABLE 3, SHEET 4
3537
ATTACHED TO
FRAMEJAMS
all
EXTERIOR ATTACHED TO
VENT JAMB
WINDOW 81
HEIGHT
VISIBLE 14
LIGHT
HEIGHT
(DLO)
ATTACHED TO
FRAME JAMB
ATTACHED TO
VENT JAMB
4�
38 39
INSTALLATION
INSTALLATION
— EDGE DISTANCE
OPTION 2
OPTION 4
INSTALLATION ANCHORS
INSTALLATION ANCHORS
CONCRETEICMU
DIRECTLY INTO MASONRY.
DIRECTLY INTO METAL.
PERANCHOR
EMBEDMENT
REQUIREMENT
BUCK WIDTH
ATTACHED TO
TYP. ANCHOR
1/4' MAX
15 16 FRAME SILL
10
11
ATTACHED TO
TYPE,SHIM
EMBEDMENT
VENT SILL 7
89
13 #12 STEEL
AND EDGE
4 8
80
12 83
SELF -DRILLING
DISTANCE PER
32
SEE 4 ABLE
//
SUBSTRATE,
20
3, SHEET
1
SEE TABLE 3.
O
SHEET 4.
l/
i
DADE APPROVED
/
EDGE
18 84
MULLION, ALUMINUM,
DISTANCE
BEL OPERATOR ARM
38
STEELOR
/
.
1
�I bt
L STUD.
L7 ATTACH TO VENT SILL
3rr37 81
/
EMBEDMENT�7
1 24
SIBLE LIGHT WIDTH (DLO)
3 5
70
FOR SNUBBER REQUIREMENTS,
8
EXTERIOR
OPTIONAL ADDON
SEE TABLE 4, SHEET 4. WINDOW WIDTH
—
FLANGE @ HEAD,
SILL &JAMBS
HORIZONTAL SECTION A -A
1
SEE DETAfI
EGRESS FORMULAS:
JAMB
HARD-
WARE
BUCK
HEIGHT
TO FRAME
JAMB
NOTES: Al. BEI
1) USE ONLY SUBSTRATE-
APPROPRIATE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
2) ALL WOOD BUCKS LESS THAN 1-1/2-
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1.12' THICK OR
GREATER. I AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 114".
1
19 84
ta1W00D •
SUCKSTRIP, • •
w •
• •
• •
• •
•
•
SEE NOTE 2, •
• •
• •
•
•
THft%HEEI! • •
• •
•
•
1/4' MAX SHIM
•
.•
•.
EMpEDM5NTee
•r:
000
CONCRETE
,'
• •
•
•
PER ANCHOR
• •
•
•
•
REQUIREMENT
• •
• •
• •
•
INSTALLATION OPTION 3
VERTICAL
• • • •
SECTION B-B
•
•
•
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
DETAIL
Al
••
•
A. LYNN MILLER, P.C.
•
• •• •• • • • •• ••
••• • • • 060 0 •
WIDTH, WASH HINGE: WINDOW WIDTH - 13.1/2
NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2
1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - B
COMBINATION UNITS,
ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
10" MAX.
ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7
INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7
WINDOW FRAMES AT 10" MAX.
I
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
1
!�
W
SEE TABLE BELOW:
L, SEE DETAIL A2, BELOW
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
CERT. OF AUTH. J29296
AdationN Awhm Re4obed on each
Side of the Frame Asswft Tube (FATI
LL
Window
Wift
And -Type
A
B,C&O
17' - 22.9*
0
0
23-1.r
0
I
2r.
1
1
r
4
WhMow
Hawm
AmJw
Type
A
B, C & D
o
0
23' -'m W
0
1
Revision B:
Revision A
PRODUCT REVISED
ea _.vIy" wIN Oa Fla
AocaFlmce No ��O'�i0�.�
'nti Datc f ��
By
Miami ProduN
Description: r
CROSS SECTIONS & INSTALLATION J ROSOWSKI
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
ieries/Mooef: Scale: Shsef: Drawing No. Rev:
CA-740 NTS 2 OF 11 MD-CA740-LM B
CASEMENT (X)
I
WINDOW �a HEIGHT
_ WINDOW
—� WIDTH
740 SERIES
CASEMENT EXTERIOR
WNDOW (-I
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET 4.
3) FROM SHEETS 5-9, FIND THE
SHEET FOR YOUR GLASS TYPE.
FIND THE PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED "DESIGN PRESSURE
(PSF) FOR SINGLE WINDOWS, ALL
ANCHOR GROUPS".
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
5) USING THE TABLE LABELED
"WINDOW ANCHORS REQUIRED'
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET 2.
CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (MO)
r+— 1(", SEE NOTE 7, THIS SHEET
FIGURE 1: r•� -� FIGURE 2/
1
740 740
SERIES FRAME SERIES
CASEMENT ASSEMBLY CASEMENT
WINDOW TUBE WINDOW
1 � �
MIN. 11112 X 1" SMS
'THROUGH
740 SERIES
AWNING /
WINDOW
D FRAME
— ASSEMBLY
TUBE FRAME ASSEMBLY TUBE NOTES:
10", SEE NOTE 7, D
THIS SHEET
1) DIMENSIONS SHOWN ARE
740 SERIES TIP -TO -TIP DIMENSIONS FOR EACH
—CASEMENT INDIVIDUAL WINDOW. FOR SIZES NOT
/ WINDOW / SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
/ DIMENSION SHOWN ON THE TABLES.
�E
FRAME 2) ANY 740-SERIES PRODUCT
ASSEMBLY._ (CASEMENT, AWNING OR FIXED
/ E TUBE CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE. FOR
/ ALL WINDOWS, USE THE WINDOWS
74D SERIES
FIXED WINDOW*
\` DOA FOR ANCHORAGE, SIZE AND
/ DESIGN PRESSURE LIMITATIONS.
'SEE PRODUCTS NOA FOR 3) ALL WINDOWS IN THE
INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
Jr REQUIREMENTS OF THEIR
RESPECTIVE NOA.
740 SERIES 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE
AWNING CASEMENT FASTENED TO WINDOW, AS SHOW IN
WINDOW WINDOW DETAILS, WITH MIN. #12 X 1" SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
FRAME OPPOSITE FRAME MEMBER.
HOLES
MIN. If 12 X
1" SMS
THROUGH
INSTALLATION
HOLES
740 SERIES
CASEMENT
EXTERIOR FRAME � 740 SERIES
CASEMENT
WINDOW
ASSEMBLY
„I TUBE WINDOW
��//
EXTERIOR
HORIZONTAL SECTION C-C
FRAME
-
ASSEMBLY
—ASSEMBLY
TUBE
TUBE
M1 .012X
1" SMS
740 SERIES
THROUGH
CASEMENT
INSTALLATION
WINDOW
HOLES
'q 740 SERIES
EXTERIOR FIXED
CASEMENT
WINDOW
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBIMAD ASaMBL`R • WRTIC06L SBCTIOr6y#D VERTICAL SECTION E-E
• • • • • • •
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GAV MAKER I. SEI I•IQURCS A 2,. H19SHLE£T. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4.
2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPr• • • 000 • • • • • 0 0 • • •
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSP) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE' OR "DESIGN
PRESSURE (PSH) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
MUST BE SNOT SHOWN, ROUNOME FOR EACH WINW IN THE ASSEMBLY, AND DO P TO THE NEXT AVAILABLEW 4011 T DESIGN HEIGA 131�IENS141}SHOWN ONRESSURE APPLIES TO THE E:ABLE$RE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP.
OR SIZE
4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2. IHE`T 4), DETF'tMINF•THE Wfto OSANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF
YOUR WINDOW. • • • • • • • • • -
5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE
SHEET 2), AND THAT MIN. #12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
• •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
5) THE FRAME ASSEMBLY TUBE MAY
NOT EXCEED 62- IN LENGTH (AS USED
IN AA 63" FLANGED WINDOW) OR BE
USED IN TEE OR CROSS
CONFIGURATIONS.
6)THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CLIPPED TO
THE SUBSTRATE. ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
7) FOR ALL COMBINATION UNITS,
ADDITIONAL INSTALLATION ANCHORS
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMES AT
10" MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE
f:FNTFRI.IMF. SFF TARLF RFLOW:
Addkl•ul Arohon RwIulmd on sseh
Bids of a• Frsrt• Assen TLihe FA
LL
Wkdow
Wklh
Anrtwr
A
P
B, C 6 D
17" • 22P.
0
0
27' • 25,P
0
1
�
2fPs
1
1
LL
WIrdow
H-lom
Anoher
i
A
B, C 6 D
17 -22.P
0
0
23'-25.P
0
1
2Pa
1
1
PRODUCT REVISED
. �pPpnB wim ale Fmridlt
Boildtn6 Code l%-Ori�cl•'Zl
Aecaytmce No
C 'ration Date IS
By 18,11-1
Mini ode
2
zU
LLI H J LL
a LLI < .O
N D
F_ >
7
p NZ
CD Z
Y 0 3
fn �
Q W et
O ..LLI 2 ali
0 g� _QU
8WL �U
A. LYNN MILLER, P.E.
P.E.N 56705
Window Anchors Required
Window Width On)
under 23" 1
25-1511a'
2744"
30'
33.1/7
35'
37"
Anchor Group I
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor
Anchor Group
A
B
C&DI
A 1
B IC&D
A 1
B IC&D
A
B JC&D
A
B
C&D
A 1
B
CAD
A
B
CAD
Jamb1es
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
xder �,
FW
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
Jame
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
25.15M
Hes"Id
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
Jamb
4
4
4
4
4
4
♦
4
4
4
4
4
4
4
4
4
4
4
4
4
4
36-018'
HeadlSle
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
Jamb
4
4
4
4
6
4
4
6
4
4
6
4
4
a
4
4
6
4
6
6
4
�„
Headl9a
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
Aft
4
8
1 4
4
6
4
4
a
4
4
a
4
8
8
4
6
6
4
1 6
6
4
60-18„
HadlSll
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
Jamb
6
a
4
6
6
4
6
6
4
6
6
4
a
8
4
6
e
4
6
6
4
6V
Head/81l
2
2
2
2
2
2
2
2
2
2
3
2
9
3
2
3
3
3
3
4
3
Jsmb
6
6
6
5
a
8
ale
6
6
8
6
1
8
6
6
8
6
8
8
8
e3"
Head/516
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
Jamb
6
a
6
6
8
6
6
8
6
a
10
6
8
10
6
B
10
6
8
10
6
72,
Hsed/SAI
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
Jamb
6
a
6
8
a
6
8
10
6
6
10
6
8
10
8
8
10
8
a
10
8
�,
Head1861
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
9
3
3
84'
Jamb
Jamb
8
6
6
e
10
6
6
10
6
a
10
8
6
10
6
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
Getup
Anchor
Substrate
IDIstence
Min.
Edge
Min.
O.C.
Distance
Mla.
ntnca
Anchor
Plate
RegWnd7
1l4' steel lAhaeon
Follow Block I
1'
6"
1.1/4'
No
A
iY14, steal SMS (G5)
of #14, 410 69 6MS
S. Pins
518"
1'
1318"
No
6063-TB Alum.
318'
518"
.050'
No
A36 Steel
3/8"
5/8"
.050'
No
A853 Stud, Gr. 33
319-
5/8'
.035" 20 Ga.
No
B
012, steel SMS (G6)
or #12, 410 SS SMS
S. Pine
5/8"
1"
1J/8"
No
608345 Alum.
316'
Ste.
.050"
No
A36 Steel
3/6'
6/8"
. 550
No
A8W Stud, Gr. 33
31W
518"
.035", 20 G&
No
1/4" steel Uhrecon
2.85k Concrete
2.1/7
4"
1.3/8'
No
2.85k Concrats
1"
4"
i V4"
No
Holow Btock
2-112'
S"
1-1/4"
No
C
012, else[ SMS (435)
or#12, 410 SS SMS
S. Piro
5/8"
1"
1Iva"
Yes
6083-TS Alum.
3/8'
6/8"
.0713"
Yes
A36 Steel
318'
1 518'
Aw
I Yes
A653 Stud, Gr. 33
318"
1 5/6'
.045". 18 Ga.
Yes
#14, steel SMS (G5)
or 014, 410 SS SMS
S. Piro
518'
1"
1J18"
Yes
6063-75 Alum.
315'
Ste"
.0713,
Yes
A38 Steel
3/8'
Orb'
.050'
Yes
A663 Stud, Gr. 33
316"
S/B'
.045", 16 Go.
Yes
D
1/4" steel Ultraeon
2.85k Concrete
1"
4"
144"
Yes
2.85k Concrete
2-117
4'
1-ye"
Yu
Hollow Bkok
2.112"
5'
1.1/4'
Yes
Filed Block
1
4-
1.Y4"
Yet
114" 410 Be
CreteFlex
3.35k Concrete
Hollow Block
S"
1-1/4-
No
SMW steel Ultrecon
3.5k Conorate
fl2-1/r
S'
1-Y4"
No
Hollow Block
5
1-1/4"
Filled Block
5"
I-Yr
No
PATES:
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD,
TABLE 4:
Jamb Snubber Locations
Glue Type:
PVB
SG
(Types 1, 4 & 5)
(Types 2, 3 & 6.9)
BY and
None
17 max. from
feu
Required
each end & Xr
mu O.C.
�
12' max. from
12" max. tom
over 67
each end & 30"
sack end & 311
max O.C.
max O.C.
'PVB'- BUTACITE'ePXIB BY KURARAY AMERICA. INC.
"SG"- SENTRYGLAS-BY KURARAY AMERICA, INC.
1) USE THIS TABLE FOR
ALL WINDOWS PER THE
ELEVATIONS ON SHEET i
DIMENSIONS SHOWN ARE
WINDOW TIP -TO -TIP.
2) FOR SIZES NOT
SHOWN, ROUND UP TO
THE NEXT AVAILABLE
WIDTH OR HEIGHT
DIMENSION SHOWN ON
THE TABLE.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16' ANNEALED SG LAML GLASS,
1/4" MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE
CASEMENT ANCHORS:
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD A. SILL.
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 A. 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMB
TUBE SIDE OF THE AWNING (HEAD & SILL).
FIXED CASEMENT ANCHORS ( SEE 8EPERATE NOA):
A) FR0 WABLRiIRANtHOstS C esD ALLOW DP Cif 670/-83.1.
B) F8 THE JAVIZ FROM TAS& 3,gkN(*I0R+TYPE C HAS THE ANCHOR AND
SUBS TE DEgRE JAN: D f S IjOT9t9 jlRE-R4EANCH0R PLATE.
C) FROM TABLE 28, 5 ANCHORS ARE FREOCREA IA EACH JAMB.
D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
E) E:STFt41E ANCHDRIFOLLA•NING GUIDELINES FROM ELEVATION ON SHEET 1.
FOAR RLLES OW S49T 2, IN LL 1�D DRjOAAL� OR ON THE FRAME
4ASSEMSLV TUBE SI09 OGTHEWXfD LSASFe(r1�i4T (V4 SILL).
••• • • • ••• •
• % • • • • • • • •
• •• • • • •• ••
••• • • 0 ••• • •
SAMPLE CONFIGURATIONS:
777
? /Ill'' i1f11 i�X\
Xi r%errs x�, ,/xrU O
i
r
? i
/X` 0 /rX`
J,O O
J
.Y 4" I
10'
r"i 4
10'
4"
_1 4•4 1
44-
PRODUCT RBYISSD
an twmplym wisk ON F�io�dlAyrBuilding Code
Accoprmtt� I�'���1.2t6
By �O
,Lliaxn'� Prods+
13.25"
T
T
A. LYNN M9LLER, P.E.
OC
�Mp
Design Pressure (pn br Side Windows, All Anchor Groups
Window yydth
wrier 23-
25.15115'
27-WV
3W
33.1?
35'
37'
under 23"
�M-9D
+7a-00
+7a•90
+7a-00
+7a4D
+7a40
+7a40
25-1&18'
+70/40
+7a40
+70140
+7a4D
♦701.00
+7a40
+7a-90
3"8'
+7a-BO
+70140
+70140
+701-9D
+701.90
+7a-00
+7a40
-4r
+7a-90
+70/40
+Ta40
+la4o
+701-00
+7a-00
+7a-01
50-0/8-
+M.00
_ +7a40
+70/40
+7a-0SD
+701-00
+7a-W
+7a-09.2
80'
+7a-00
1+7a40
+70140
+7a4&5
+701.80.8
+701-77.7
+7a-74.3.
or
+Tor
+7a40
+7a40
+7a-04.3
+7a-78.5
+7a-73.7
♦7a-70.1
72"
+7a-00
+701.87.2
+701-77.7
+9a-71.5
+Ba- 82.4
+ea- 00.9
+/- 59.3
75'
+7a-90
+7a-04.8
+7a-75.7
+/-07.3
+l- 58.It
+/- 572
+/- 55.5
B4'
+7a40
+70f-W.4
1 +700-71.3
+00/-021
+/- 54.2
FOR GLASS TYPES:
1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN)
4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN)
'PVB'- BUTACITEAPVB BY KURARAY AMERICA, INC.
-F- [I
WINDOW
HEIGHT
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pressure W for Windows Attached to a Vertical Frame Assembly Tube
Window Width
m
under 23'
25-15l18"
27-314"
30'
33112'
35'
3r
Anchor Group
Anchor Graq
Anchor Gawp
Anchor Group
Anchor Group
Anchor Group
- Anchor Group
A I
B
C
I D
A I
a
C&D
B
A,C&D
B
A,C&D
A
B
C&D
B
A,C&D
A7,aC4&9D
und2
+7a-90
+7a-90
+7(YM
M-90
+701-90
+7a-90
+7a-90
+701-90
-701.90
+790
+701.90
+70/•90
+7a•90
+7aAD
+7(V-90
+7a•90
+7a-90
+7a-90
25-1&18'
+7a•90
+70190
+7a-90
.7a•90
«7a9D
.70-90
+7a•90
+7a•90
+7a-9D
+790
+701.90
+7a-90
+701-90
+7a-90
+7a-90
+701.90
+70(-90
-701-90
3838^
+701-90
+7a-71.0
+701-90
+701-90
-7a-01
+7a-90
+701-90
+701.90
+7a-90
+71-9
+7a-9D
+70190
+701-90
+7010
+7a9D
+701-90,
+7a9
+701-90
48'-.
+7a-73.1
+147.3
+70190
+7a9D
-
-1-64.8
+7a-90
+7.90
+7-9
7a
8
+7a-9D
+?W-90
+a-78.8
«7-90+
+7-9D
+70I8 .9
.-B
+701.90
a518'
+/-0.3
+1-54.3
,7a-90
,7J-90
.181.4
r+7a-90
+7a-90
+70
+7.90
+73.2
+7a90
+7aA0
+70(J46
+7a-90
+701.89.2
+7a•90
+T-84.3
+
+/-58.5
+1.458
+701.84.7
+701-9D
- +151-8
+701.81.2
+7a90+7
-759
+7a-90
7or
+7a-712
+7a•74.3
BY
+I.5&T
+1438
+M-80.7
+7a-895
+1-093
+7a-77.3
+7a•90
+7a•72.3
+7a•90
+70t•843
1 +701-76.5
1 +1.599
1 +70•78.5
+7a-71.6
+7a73.7
+1-07.8
*7a-70.z1
Design Pressure (pat) for Windma Anse hod to a HcdzontW Frame Assembly Tube
WhdaY WWM
Elunder
29'
2515/18'
27-0I4'
30'
33.117
35,
9T
Anchor
Group
Anchor
Grail
Anchor
Gmup
Anchor
Grow
Anchor Group
Anchor Group
Anchor Group
Ali
Ali
A8
Ali
B
A,C&D
A
B
C&D
A
&O
under 23'
+M-90
+701.90
+7a-W
+7a-00
+70-82.1
+M-00
+7a40
+701.78.8
+70I40
+7a40
aA0
25-15/18'
+7a-00
+7a-00
+701-00
+701-w
+=.Go
+7a40
+7a48.8
+7a40•
+V/�
•+
01
3e-3/S
+70140
+70140
+7a4o
+701-N
+M-90
+701-00
+7a-00
+7a
+701-90
•+70890 •4o
Q+701-70.1
4w
+7a-e0
+701-00
+701.90
+7%.00
+7a40
+70'-90
+7a40
+7a-00•
+7a
+ -90-00
50'.VB'
+7a-00
+7a40
+701-00
+70W0
+7a-00
*7a40
+7a40
+70/-80
+70/4*
•70AM.3-0BQ
eT
+7a40
+7a�
+7d-00
+70148.5
.70/40.5
+7a40.e
+7a-77.7
+7a-
+7 - .
+ - 4.S
44.3
53"
+7a-90
+701-00
+70140
+7a-04.3
+7a-70.5
+7a-78,5
+Tor-73.7
+701-73.7
+M-73.7
+7a-70.1
-7D.1
72'
+70J40
+701472
N0/-77.7
+701-71.5
+0a-02.4
+801-02.4
+11a-00.9
+8a-80.9
+80I40.9
+/4p.3
+149.3 +149.3
78'
+701-90
+7a-04.6
+7a-75.7
+1-07,3
+/48.8
+I-W.9
+1-872
+/4M
4+N57.2
• it-i5.8 •
ri45.8 +ks&8
84'
+70f-90
+7a-80A
+70f-71.3
+60142.1
-1-54.2
+1-541
• •
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
U
T-
WINDOW
FRAME
HEIGHT
ASSEMBLY
iLTUBE
10' MAK
ADDITIONAL
ANCHOR
(4). IF REQ.
-�I
WINDOW
WIDTH
1
Y�-
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES, SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
• TUBE.
•
• • • • • • • • • •
••• • • • ••• •
• • • • • • • • • •
• •• •• • • • •• ••
FRAME
10' MAXXW�IN�DQW�
ASEMBLY
BE
WINDOW
HEIGHT
IDDITIONALNCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
a csmptying with the Florida
BuBday code
ay
Misnri P1'o4d
Tr
4
2
O
P,
U
a r
J 3
r
J_ LL
d to
LUco
H Z
Z
Z O
W , r�
L o Q
� CU
U
�o
a m N N
Y„Nv ac
oe 2
=U my a
U Z 2
p.w�D O
>aY
'z z
U
Deaf Pressure (pat) for Single Windows, AN Anchor Grotps
Window Width
under 23"
25.15f16"r2744
30'
33.1/2'
3S
37"
under 23"
+9a-130
+90/430
+9a•130
,901-130
+90'-130
+901-130
25-15/16"
+M.130
+W.130
+9a-130
+9a-130
+9a-130
+Ba-130
31W
♦9d-130
,9a-130
+.-130
+9a-130
+..13D
+9a•130
46"
+9a-130
+901430
+90/-130
+9a-130
+9a-130
+9a-130
504/6'
+9a-130
+9a•130
+W.IW
+9a-130
+9d-130
,901-130
80"
+9DI-130
+9d•13D
+9a-130
+9a-13D
+90/-13D
,901430
63"
+001-130
+901-130
+9d-130
+901-130
+901-130
+9a-130
+ga-129.6
72"
+9E-130
+90r-130
+9a-130
+9a-13D
+9W-129.1
+9a•122.5
,901-113.6
76"
+901.130
+9a•13o
+80/-130
«90%130
+9a-124.1
*Bd-118.7
.901-1o7.e
84•
rW.130
+9a-130
+9a-130
+9a-130
.9a-116.4
WINDOW
HEIGHT [7 1
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES
FOR GLASS TYPES:
2) 7/16" LAMI (3/16 AN - .090" SG - 3116 AN)
'SG'- SENTRYG Y KURARAY AMERICA INC.
TABLE 9:
Design Pressure (ps0 for Windom Attached to a Vertical Frame Assen" Tube
Window Widh
m
under 23"
2515!18'
27.314"
30`
33•i!2'
35'
3T
Anchor Group
Anchor Grou p
Anchor Grotto
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
I B
C
I D
A
B
C&D
B
A,C&D
A
B
C&D
A
B
J C&D
B
A,C&D
A
B
C&D
under 23"
+701-90
+701-911
+701-90
+701-90
+701•90
+701-90
+701-90
+7a90
+7d-90
+7a-90
+7d-90
+70140
+70140
+70f-90
1 +70-901
+701.90
+701-90
+70/-90
+7a•9D
+701-90
ZS15118"
+7a-90
a7a9D
+Tor-90
+7a-9D
a7a-90
aTa-90
+7a90
+7a-00
+7d-90
*7a•90
+7d•90
+7d90
+ro90
+7a90
+7d90
+7a-go
+7a90
+7a•90
+Ta9D
+7a-90
38318"
+7a-90
+ro-T1.6
+7a•90
*7a•90
.7a41
+7a40
+70I-g0
+7d•90
+ro•90
+7a90
+7d-90
+7a-90
+7d-90
.7a-90
+7d90
+7a90
a701-90
+7a-90
.7a90
a7a90
j
48"
+7a-T3.1
+I-5T.3
+7D/-90
+7a-90
+1-64.8
+7a-9D
,701-90
+701-90
+70'-90
+701-90
+70147.6
+Tor-90
+7a-90
+7a.90
+70-9D
+7a•90
+7aAg
+701-90
+70/46.9
+7a•90
5D-518"
+1.09.3
+/-%3
+701.90
+7d•9D
+181.4
+701.90
+701-90
+7a-9D
+7d•9D
+701-90
+701.83.2
+7a-90
+7a-9D
+7a•90
+7a-9D
+7a-09.2
+701-90
+701.90
+7a-84.3
+7a•90
o'
83"
+I-W 5
+I-55.7
+1�5.8
+1-43.6
+7aA47
+70180.7
+7a•90
+7d89.5
+1-51.8
+1-49.3
+7a-81.2
+ro-T7.3
+7a90
ii 0
+70/.75.9
+7d-72.3
+7a-90
+7a90
+70189.6
+7a85.3
+Ta•70.2
a188.9
+7a-90
+7d90
+Ta-80.3
+7a-T8.5
+70/48.6
+7a-T1.9
+701-90
+7d-90
+7a-T52
+7a-71.6
1701-911
+Tor-9D
+7a-90
+7a8fl5
+7d-71.2
H87.8
+7a-90
.7a-90
r roc iv.
Design Pressure OM for Windows Attachedto a Horizontal Frame Assern4 Tube
widow Won
R
under ii"
25-15118'
27.3/1"
30"
33.112'
35'
31"
Anchor
Group
Arches
Group
Anchor
Group
Grata
AnchorF��'
Anchor
Group
Anchor Group
Anchor Group
AN
NI
NI
AllA,
C& D
A
B
C& D
A
B
C& D
under 23"
+7a-90
+7a-90
+7d-90
+7a-90
+7d-90
+7a-90
+701-78.5
+7a-90
+701-90
+701.74.3
+70'•90
25-15116"
+7a.90
+701-90
+7a-90
+Ta-90
+7a•90
+70148.8
+Tor
+'�"
• +7I144
+70a90
+7"
38.3/B'
+7a-9D
+701-90
+7a-9D
+701-90
+7a-90
+701M
+70W
+7a-
+ -
a-90
48"
+7a-9D
+7a90
♦701-9D
+7a-90
+7d-90
+70'-90
+7a-9A
+7At98
• +TM-90e
v70696
+7%90
508IB'
+701-90
+7a-90
+7a.90
401-90
W.
+7aS0
+7a-90
+70/&%
y7
+
+7a. Ob
IHJ"
+Tor-90
+7a•90
+7a-9D
+7a-90
+7a•9D
+7d-90
+7d•1
+7a-90
+7a•90
+7a•90
+7a-90
+ro-90
83"
+7a-90
+701-90
+701-90
+70190
+701-90
+7a-9D
+7a-90
+700D
+7a•90
+701-90
+7d•90
+7a-90
72"
+7d90
+701-90
+7a-9D
+70'-90
+7a90
+701.90
+7a-90
+Ica-90
+7a•90
+RN-90
a701.90
+79•90
75"
+ro-90
+7a-90
+7a-9D
+70'-90
+701-90
+7d30
+7d-90
+
+ -90
+7a-9D
*/0190•
84"
+7d-90
+701-90
+7019D
+701.90
+701•90
+)a90
•
•
•
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
WINDOW
FRAME
HEIGHT
ASSEMBLY
TUBE
10 mokx
ADDITIONAL
ANCHOR
(4). IF REQ.
I
'1
WINDOW
WIDTH
I
Y�
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REOUIRED FOR THE FRAME ASSEMBLY
TUBE.
•
••• • • • ••• •
•
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 009 • 0
FRAME
to- MAX.
ASSEMBLY
TUBE
r
T
WINDOW
HEIGHT
-I WINDOW
'1 WIDTH
ADDITIONAL
ANCHOR
(4), IF RED.
SEE SHEETS t & 4 FOR WINDOW ANCHOR
LOCATIONS AND OUANITITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE,
PRODUCT REVISED
0 Ccroptyiog wtd; at 71"Wsn
.061
Acmpraoce No �"y 8
E ra Dew
B7
G
J
O
LLJ
EL
r ti
r
to z U
h
Z
J
r �
J LL
Q .O
LU o
LU
LU e F-
O 0 Z
O U) Z
s5 a (z
(n o
Z r-
N o
0
0 g w in
0 0 L) y
�� rn
N
Y m ry N
N M
o�-
OLLx4 5
= U V
U Z
H a Y O
^ U
�C 16
A LYNN MILLER, P.E.
P.E.4'58705
Design Pressure (pa0 for Single Windows, All Anchor Groups
Window Width
wrier 231
25.15r1e•
27.314^ 1
30'
33-1r2'
35•
3r
under 23-
+9a-130
+Ba-130
+Sa-130
+M-130
+201430
+90/430
+90-130
25-1505'
+9a•130
+9a-13D
+90-130
+9a-130
+9D1.130
+9a-130
+90-130
38.US
+901-130
+9a•130
+90/430
+90-130
+Sa-130
+9a-130
-WA30
4W
+901-130
+9a-130
+90-130
+901-130
+9a-130
+SW.130
+1101.130
a"it,
+ea-1.
.410
+9a•130
+10-130
*2014 0
t90/4-
+ -Iw
eo'
+9a•13o
+90-130
+901-130
+901.130
+901-130
+90-130
+8a-130
63'
+9a-130
+90/-130
+90-130
+9a-iso
+OD/430
+901430
+90-130
72'
+9a•130
+9a•130
t80/•190
+9a-130
+90-130
+90I.130
t90•130
7C
,90'-130
+W430
+901-130
+9a-13a
+W-130
+9a-130
+9a-130
84•
+9d-130
+9a-130
+901430
+9a-130
+9a430
FOR GLASS TYPES:
3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS)
7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS)
9) 7/8" LAMI. IG: (3/16" T - 1 /4" AIR - 3/16" HS - .090" SG - 3/16" HS)
'SO'= SENTRYGLAS")3Y KURARAY AMERICA, INC.
WIND
HEIGHT
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES
TABLE 12:
Design Pressure (psi) for Windows Attached to a Vertical Frame Aeeem0ly Tube
Winrbw W idh
D
under 23"
2515718"
27J14•
30"
3312'
35'
37•
Anchor Group
And1or Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A 1
B
C
D
A
B
C&D
B I
A, CILD
A
B
C&D
A
B I
C&D
B
I A,C&D
A
B
C&D
under 23"
+701-90
+7a-90
-701-90
+701-93
+7a-90
+701-90
+701-90
+7a-90
+70-90
+70/40
+7a-90
+701A0
+7a-90
+70190
+70-91D
+701-90
+701-90
+70190
+701-9D
.71Y-90
2515/10"
+701.90
+70Pw
+70190
+701-9D
+701.911
-701.90
+7111-90
+7a-9D
+70f-9D
+7a90
+7a-90
+701-90
+7110-90
+701-90
+70f-9D
+7a-90
+701-911
+7a-90
,701-90
+70/-90
3ti-3/8"
+7a-90
+7a-71.6
+701-90
+7a90
+7a-81
+701.90
+7a-90
+701.90
+70190
+7a-90
+7a-90
+701-90
+7a-90
+7a-90
,7a-9D
+701-90
+7a-90
+701.90
+7a-9D
+7a90
}
4B"
+7aa3.1
+/-57.3
+701-90
+7a-90
+1-84.8
+7a-9D
+7a.90
+7a-90
+ro-90
+701-90
+7a-87.8
+701-90
+7a-90
+701-90
+7a-90
+Ta-90
+7a-9D
+7a-90
+7a-08.9
+701-90
5D-5/9•
+/89.3
+/54.3
+Ter-90
+70/AD
+1-61.4
+70f-9D
+7a-90
+7a-90
+70f-90
+701-90
+701$3.2
+7a-90
+701-90
+70190
+7a-91)
+701$9.2
+7a-9D
,7a-90
+7a-B4.3
+7a90
g
60"
+158.5
+/-45.8
+7ab4.7
+701-90
+/51.8
+70'-81.2
+7a-90
+M-75.9
+7a-90
+7ab9.6
+701-70.2
+701-90
+7a50.3
+7a-78.6
+7a-90
+7a-75.2
+7a90
+7a-90
+7a-71s
+70190
83"
+155.7
+1.43.8
+7a-807
+7a99.5
+/-49.3
+7a-77.3
+7a-90
+70-72.3
+7d-90
+70/-853
+I.86.9
+7a90
*7a-78.5
+7a-74,9
+7d-9D
+7a-71.8
+7a•90
+7a-B85
+157.8
+1a-90
rMpLC rJ:
Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube
Window Width
D
under 23•
25-15/18"
27.if4•
30'
33-12"
35'
37'
Anchor
Grote
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
All
A9
All
All
B
A,C&DM*7+M�D
C&D
A
B
C&D
under23"
+7a-90
+7d-00
+7d90
+7a90
+7a-02.1
+7d-90
8.5
+7a-9D
+701-90
+701-74.3
+7d-90
25-15/18•
+7d-00
+7d-00
+701-90
+70'-00
+7d-90
+7d-90
D
• +7if-90
-�
+�-9D
+�-�
3&3/B•
+7ds10
+7d-W
+7d-00
+7d-90
+7d-90
+7d-00
*1N-90
•+7DIF90•
07d-90
*7a-90
48'
-7d-90
+M-90
+7d-90
+701-90
+7d-90
+7a-90
D
+ -
7a-90
-701-W
50-&&8•
*70-90
+70'-90
+7d-90
+7d9D
+701-00
+701-90
+M-W
•+7WW,
+7a,011
+70/-W
BD•
+7a-90
+7d-90
+701-90
+70190
+7a-00
+7d-90
90
-90
-90
-W
+70PW
3
67•
+7a-90
+7a-W
+7d-90
+7a-00
+7d-90
+701-90
+7aA0
+7aAg
*7d 90
+7a-90
*70' 90
*7a 9D
72•
+7d-00
+7d-00
+7a-90
*7a-00
+7d90
+Ia-00
+7d-90
+7a•90
+M-M
+7d-90
+7W-W
-M/-90
76'
*7d-00
+70'-90
+7a-90
+7d-00
+7a-00
+7d-00
+7
90
!b/-99
• +701-90
4170
+70/-90
84•
+701-90
+7a-W
+7d-90
+7(y-90
1 +7(Y-00
I +70f-90
10
.
• •
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
••• • • • ••• •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
WINDOW FRAME
HEIGHT ASSEMBLY
TUBE
10• MAX.
ADDITIONAL
ANCHOR
(4J IF REQ.
I WINDOW I
-�I WIDTH t�-
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 TOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10' MAX.
ASSEMBLY
BE
WINDOW
HEIGHT
XWIN�DOW
-DDITIONALNCHOR
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
m -ptying. ith ilw Fk[ids
DAprarrce too W':��0%R.Z)
'rslinn Data t$
D
Miami
O
gV
0
Z _j o�
1 U_
� J L
Q
UJ d LU �~
O
Go
OH
5 0 Z
o w Z
LU
Y
dZ c)
LU
O Z or
O W �Q
O
�W
Design Pressure (pe j lor Single Windows, All Anchor Groups
Window Width
uulter 2r
25.15719'
2744" 1
3P
33-1rZ
35•
3r
under 23"
+70f4D
+70140
+7a-00
+70140
+70/.90
-701-N
+7a-90
25-15114"
-70140
+701.00
+70J-00
+70f40
+701-00
+701-00
+700-00
3Mr
+70d40
+7a40
♦71Y40
+70/40
+701-90
+70/40
+7a40
4r
+7a-90
♦70/40
+7a40
+7a-00
+70f-00
+701-00
+70/-90
50.&W
+7a40
+70/-00
+7a40
+7a-eD
+701-00
+7a-00
+711/-90
AT
+70/40
+70/40
+70J40
+70/40
+70f40
+70/4e.6
+70144.5
03'
+7a40
+70140
+7a4O
+70140
+7W-W.2
+701fi4
+7a-79.9
7r
+7a-0o
+7a4o
+7a 88.5
+7a 81.s
+ea-70
+.4
601�
+ead7.e
7e'
+70/40
+70/-00
+7a-e8.3
+7aae.7
+ea-07.2
+M-85.2
+10-03.3
e4'
+7a4o
+70/40
+70141.3
+8a-70
I +M-61.e
FOR GLASS TYPES:
F5),E718."LAMI. IG: (1/8"T- 7/16" AIR - 1/8" AN -.090"PVB -1/8"AN)
ACIT BY KURARAY AMERICA. INC.
WINDOW
HEIGHT
E
WIDTH
SEE SHEETS 1 A 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
I XCLL 1J:
Design Pressure 0w0 M Winds» Attached to a V•tical Freroe Assembly Tube
wlydew worm
m
under 23'
25-15I16•
27 7/4'
30'
38-1/2'
35'
3r
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
I B
C
I D
A
B
CAD
B
A.
A
B
CAD
A
B
CAD
B
A.CAD
B
under 27
+7a0
+7a-00
+7a-00
+7a40
+7a40
+701-00
+7a40
+7a4D
-90
+74
+Ta4o
+701-90
+70/W
+7a40
+70140
+M-90
+7a40
-70140
+-0
+a
+7014
+4
«a
.7a-0
7o-15+1e 4
-0
+7a
wa
wa4
«a
aa4
+7ao
+a4
+7a-0
+7a4+7a-90
638'
+7a.71.8
+7a40
+7a4
+701-81
-70/40
+7a40
+M-90
70140
+74
+7a4
+7a40
+701-90
+7a40
+70140
+7a0
+a40
+7a40
-70140
q6e0'
7
+7d0
+7a47.e
+7a4o
6-70/40
+7a-00+70
+7a40
+Ta48.9
+7a-00
50-5/5'
+/-N.3
+1di.3
+70140
7a-0
+/41.4
+701-00
+700
+7a40
74
+a0
+7a43.2
0
e
+7a9.2
+7a4
.A,CAD
+7a443
+7a-90
+ a6.5
+145.6
+7a-04.7
+7a40
+/-81.e
+7a-01,2
+a89
74
9+
+4
7a40.3
+/429
+7a-00
+7a-7s.2
+aAe
+7a-71.2
+7a44.6
or
+/.M.7
+143.6
+7a4o.7
+7a�.5
+149.3
+701-77.3
+70/40
+7002.3
7
+/A9
+70/40
1 +701-76.5
+/d9.9
+7a-87.2
1 +701-71.8
+70/44
+/47.8
+701-79.9
Design Pressure (psf) or Window. Attached to a Horizontal Freroe Assembly Tube
wN,daW wldm
e
order 23'
25.15118'
Z7-&4'
30'
337/2'
3v
97'
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
Anchor Group
Ali
A9
A9
All
B
A, CAD
A
B
CAD*0+
B
CAD
under23•
+7a40
+7a40
+7a40
+70140
+7a42.1
-7a40
+7a40
+701-78.5
+7w.90
a-74.3
+7a40
25-15116"
+70/40
+7a40
+7a4o
,7V-W
+70/40
♦7a40
+7a49.06
+7Q/ f
+7 40
a40
+70140
3&Wr
+7a4o
+7040
+70/40
+70140
+701-00
+7a-00
+70/
+701.OP
e,70W
+70/40
4r
+70140
+7a4o
+7a40
+7a40
+70140
+70140
+7a40•
+7a
+ 4001-00
+70140
WO &r
+7a-00
+7a40
+7a4o
+7a40
+701-90
+7a40
+7a
+7a41s
•+70190 •+70/40
e0"
+70d40
-70140
+7a40
+7a40
+70/40
+7a40
+7a4e.6
+7
+ .8
•/a74.8
+7a$4.6
or
+7V40
+7a-00
+70/-9D
+7a40
+7a47.2
-7a47.2
+7a44
+7a-64
+7a44
0/41.9
+7a-79.9
72'
+701-00
+70/40
+70148.5
+70041.5
+ea-70
+eaa0
+81
+80149.4
+60149.4
+ea-07.8
+e01d7.e
+6ad7.6
7e•
+70/40
+fa-00
+7a4B.3
+701-70.7
+ao/-07.2
+tW -87.2
+8a-4.2
•9U45.2
•rA0r8ti.74
yaa43.3
+ -G13
+6a43.3
84"
+7a-00
+7a40
+701-81.3
+6a-70
+ea41.A
+e0/-01.e
•
• •
WINDOW
FRAME
HEIGHT
ASSEMBLY
TUBE
10" MAX.
AAL
ANCHOR
(4). IF RED.
WINDOWI
WIDTH
SEE SHEETS 1 A 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10" MAX. ---� f *
TASSEMBLY
UBE
T
T
WINDOW
HEIGHT
WINDOW I
ADDITIONAL
SEE SHEETS t A 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
mce ptyie6willthemeAa
Building Cade
Aaxpta000 No �o•Oio�.7.'!
Hx �ratian Date ,
By
Miami cPtndutt
2
0
L0.
LUU
Z o
N I
JQ •I+ �
0 ¢ LL-
a0
W Do
01
O d' LLJ
0 �Z
o Z
C 3
Y
a LU
O ZLLJ
oW
AID L)
ON Q,N m
z�mN a
•- U
G 6.1�_l6
NOTES: • • • • • •
000
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. •
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS A. LYI P.E MILLER P.E.
.N 88706
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
FOR GLASS TYPES:
TABLE 17'
6) 7/8" LAMI. IG: (3/18" AN - 1!4" AIR - 3l16' AN - .090" SG 3/16" AN) PRODUCT REVISED
8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) B Ong Code.�mdleFtortda
Building Code
Accepunce No 1G^ 24•�1
"SG"= SENTRYG BY KURARAY AMERICA, INC. Elaine—Date
By
Munn P
a m
WINDOW
HEIGHT 2
W
WINDOW (L
WIDTH
Z U
SEE SHEETS 1 a 4 FOR
WINDOW ANCHOR (7 P
LOCATIONS AND QUANTITIES. Z � o
r
TABLE 18 c J
LL
Q.' m O
UJ a 0 rn
N
vH
O Lij
O -a Z
8 80 � Z_
Y
0- W o
Z _ti
m� a� .Q� W 'Q
ro O ?F5 (q \U
FRAME n
10" MAX —"•-{ ASSEMBLY
TUBE
TABLE 19- o n v m
rnn
WEIGHT 0 "a'� N n x
HEIGHT o
x
WINDOW FRAME j Z W o�` 1j
HEIGHT ASSEMBLY J_ _ m ui a
TUBE I WINDOW I— ADDITIONAL r Z o O o
—"-( WIDTH f ANCHOR a Y
10" MAX. (4), IF REO. o i it
oZ w
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET
ANCHOR 3 FOR ANY ADDITIONAL ANCHORS
(4), IF REQ, REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
WINDOWI
WIDTH SEE
mo—
SEE SHEETS 1 a 4 FOR WINDOW ANCHOR '
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
NOTES: • • • • • • . ' .- .
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • •
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A LYNN # 53705 P.E
P.E.tl 59705
a Design Pressure (pad bt Single Windows, AN Anchor Groups
Window Width
uMar 23"
2575118•
27J14"
30'
33-117
3S
3T
under 23'
,9ar-130
+8a-130
+Ba-130
,Ba-130
+90/-130
*9a-130
+C01-130
2S1YtS
Na-130
+90V•130
+Ga-MI
,9p1-190
,9a-130
+9a-190
+lla•730
363/8"
+OOI-OW
+9a-130
+9D/-130
f9a-130
+9a-130
+901-130
+Ba-190
19^
+80/-730
+9a-130
r{Ay-130
+pa-130
+9p/-130
+90/-130
+90I-t30
50dJ8'
,9a-130
*9a•730
*Bol-130
,9a•190
+901-130
+p0/-430
+9a-130
80"
aa01-190
,B01-190
*9a-130
,9a-130
+9D1-130
+901-130
r1101-130
or
+aa-1�
+ea-73o
+9a-73o
+aa-73o
+90/-730
+ea-73o
+saol-190
Tr
+9a-73o
«ea-73o
+9a-73o
+9a•190
+9a-13o
+ea-724.e
+OOI-tta.T
79•
+ea-13o
+9a-tso
+sa-73o
+9a-13o
+9o/-tze.z
+9a-tte.T
+9a-tou.s
e4•
«9a-130
,fp1-130
.Ba-130
+90V-130
,60I-71e.a
Design Pressure (psp for Windows Attached to a Vertical Frame AssMItlY Tube
Window Width
m
ands 23"
2515118"
27-374"
30"
331lY'
35"
37•
Anchor Graf
Anchor Group
Antltor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
CaD
B
A,CBD
A
B
CaD
A
B
CaD
8
ACaD
A
B
CaD
antler Z3"
,m-90
+7a-90
+m-90
+7a-90
+mao
+7a-90
+Tp/-90
+7a-90
a7a-90
+7a-90
+7a-90
«7a-0o
+Ta-90
+7a-90
+7a-99
+7a-0p
+la-90
+7a-90
+7a-90
+7a-90
zs1517a"
a7a•90
+Tol-90
«7a-90
as-eo
+m-0o
+laao
+m-90
a7a-90
+Ta-90
«7a-90
«m•90
«7a.90
+m-90
+Ta-90
«7a-0o
+7a•90
+m.90
+m-90
,7a-90
«m•90
�
3e-31a•
a7a-90
+Taa1.e
+7a-90
«Ta-90
.m-et
+la-0D
,m-0o
+7a-90
+1a4)tl
+Ta-90
am-0o
aa-90
+m-�
+7a-so
aaao
+7a-00
+la-9D
as-90
+7a-90
+7a-90
�
48"
+7a-73.1
+1.57.3
+m-9D
+Ta-0o
a/$t.8
a7a-90
+m50
+7a-90
+7a-0o
+Ia-eo
a7a-07.8
+7a•90
+7a-90
+7a•90
«7aao
+ia-90
+7a-9D
+7a-90
«7a-88.9
+7a-90
5osra"
.1e9.3
a1-54.3
r7a-90
,7a-90
al$1.4
+m-90
fm-90
+7a-90
+7a-00
r7a-00
+7aA3.2
+7a-90
+m-90
+7a•90
,7a-0o
+7a-09.2
+7a-9D
+m-90
+7a•84.3
+m•90
�
90"
+l•58.5
,1-45.8
+7a-84.7
+7a-90
+1-51.8
+7a-01.2
+m-eo
+]a-75.9
+m-eo
+7a•89.6
+7D1•70.2
+7a-90
«7a•80.3
+7a•78.6
+7a-90
r7a-752
am-90
+7a-90
+7a-71.2
+7a-90
83"
+I-55.T
+143.8
+7a-8(1.7
+7a�89.5
+1d9.3
+m•77.3
+m-00
rla-72.3
+7a-90
+7a-05.3
+IA8.9
,7aA0
+7a.78.5
r7a-74.9
+1a-90
,7a•71.8
+Ta-9D
+7a-Bfi5
HFI.B
+7a-90
Design Pressure (pen for Wlrldava Attached to � Horizontal Frame Asasmdy 711Ee
Wlndow Width
R
order 23•
ZS1a/1a"
27.314"
30'
38-712"
3a'
37'
Anchor
Group
Anchor
Dnwp
Anchor
Group
Anchor
Group
Anchor
Grout
Anchor
Group
Anchor Getup
Anchor Group
AN
All
All
All
B
A,CaD
A
B
Ca0
CiD
uraierz{•
+7a-0o
,7a-90
+7a-0o
+7aco
+7a-02.1
«7a-ta
+m-0o
+7
+Ta4i0
,7a-eo
2s1s/1a•
+m-0o
wa-0o
+7a-0o
wa-0o
+m-0o
+Ta-so
,Taaale
,Ta-e�
•+T
+m-eo38JI8"
,7a-90
+7d-00+7a-00+7d-9D,7a-00
*7a-90+7a-0t1
f�0)WO•+7a•90
V7+7"
48"
«m-00
+7a-0o+7a-0o,7a-0o+7a430
+7a-90
,7014iG+7a-eo.+7-00
+m-0osoak•a7o%ao+Ta-0oaa-9o+Ta-0o,Ta-0o+7a-0o.ra+1p1M4►ar-0owa-90
+7a-00
+7a-00
+Ta-00
+7a-00,m-0o+7a-0o+Ta-90+Ta•9o«7a-00
+Td-0o
a3"
+7a-90
+7a-00
+7a470
+7a-00
+m-0o
+Ta-00
.7a-0o
f7a-90
,7a-0o
+Ia-60 *7a-90
+m-90
T2"
+m-0o
fTa-0o
+7a-0o
*Ta47o
+7a-0o
wa-90
+Taaso
aria-90
•
aa-0o +7a-90
,Ta-0o
76"
+m-90
+7a-0o
+ra-0o
wa-0o
+m-0o
.Ta-so
«7a
,7a-0o
+nr•eo
+7a-•o iTa-po
aa-0o
ea•
+Ta-eo
+Ta-0o
+Ta-90
wa-0o
wa-0o
+7a-90
•
• •
• •
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 20
Item I
owl;. #
L>facd on
IAatedal
1
7002
Main Frame Head, Sill & Jamb
W63-76 Alum.
2
7071
Anchor Plate
6063-TB Alum,
3
7003
Sash Too. Bottom & Side Rall
6063T6 Alum.
4
7006
Frame Corner KeySteel
S
7009
Sash Corner KeySteel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Corner Gasket
VkuyiFoam
8
7070
Bulb Weatherstrip.187" x .275"
Flee' PVC 70
10
7024
Maxim Multi -Point Lock
Steel
11
7026
Lodz Support Plate
Steel
12
7014
Multi -Lock Kee er
Steel
7013
Tle BarGulde
Nylon
7015
Tie BarAssembl
Steel or SS
7028
Maxim O rator WWv24"
Steel
P
7027
Maxim Dual Ann 0 rator W W>24"
Steel
7030
0 eratorGasket
Vinyl Foam
7031
0 ratorBaddn Plate
Steel
7051
Operator Spacer Block
Nylon
20
7032
Stud Bracket
Steel
21
7033
Operator Track & Slider Duel Arm
Steel
22
7023
Egress HingeHe D Manuf. b Truth
Steel
23
7050
Egress Hine ashable HD Manuf. b Truth
Steel
24
Snubber Anti-blowoutdl
Steel
32
1713
SettingBlock 32" x 3/16' x 1- 4"
EPDM
33
1714
Settin eiock 5 32" x 7 16" x 1- 4"
EPDM
3S
7036
Laml Bead B
6083-TB Alum.
36
7042
Laml Bead C
�-TO Alum.
37
7059
Lemi Bead D
6083-TB Alan
38
1224
Vinyl Bulb Ws Thick
Flax PVC 70
39
1225
Vinyl Bulb Ws Thin
Flex PVC 70
SO
Dow 8WSIIimn Backbeddin
60
7006
Screenframe
31054414Alum.
61
7040
Screen Corner Key
Polypropolem
62
Screen Cloth
Fiberglass
63
1635
ScreenSpline
EM. PVC
64
32D
Screen Spring
Stainless Steel
70
134
Add -on Flange
6063-TS Alum.
71
7004
Frame Ass Tube
W&I-TS Alan
8o
#8-32 x 2" Ph. Pn. Mach. Scr TYPE B
Stainless Sted
81
1 1157
1#8 x 2" Ph. Pn. SMS
Stainless Steel
82
1
1#8x 8" Fl. Ph. SMS
Staldess Steel
83
1
1#8 x 7 8" Fl. Ph. SMS
Stainless Steel
84
In x 1" Fl. Ph. TEK
Stainless Steel
8s
#8 x 1" Quad Pn SMS
Stainless Steel
66
#8 X 1- 2" Quad Pn SMS
Stainless Steel
87
#lox 2"Ph. Pn. TEK
Stainless Sted
89
#10.24x 9 16" Ph. Pn. TYPE F
Stainless Steal
90
#12 x 1" Ph. Pn. TEK
Stainless Steil
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE INTERIOR
AS
TI
•••
•••
•••
,,
'e
•
••
• •
••
•
A. LYNN MILLER P.E.
P.E.e 58705
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
CERT. OF ALITH. #29296
SASH
r.�raurrsc+
Revision B:
Revision A:
PRODUCT REVISED
as complying with the Florida
BuilAccc4p�taaoe�Na 16-0629.21
Expimiae D w 18
6
M13?t�
Description: .ann ey:
BOM AND CORNER VIEW J ROSOWSKI
Title. Data:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Seder/Model: I Scale: I Sheet: I Drawing No, Rev:
CA-740 NTS 10 OF 11 MD-CA740-LM B
••• • • • ••• • •
SILICONE
HOT -MELT BUTYL
STRUCTURAL
SILICONE 3(16" NOM.
STRUCTMI/4"NOM.
FOAMPOLYISOBUT
WITHWITH
DESIC
DESICCANTEXT.GLASEXT.
GLASSNT
GLASS
INT.GLASS
KODISPACE
SUPER
4SG TPS
SPACER®NXTTM
ALUMINUM
EMENT
POLYISO- DESICCANT FILL AREA
BUTYLENE
5/16• NOM.
SEAL
SILICONE SEAL
BUT
DESICCROLL-FORMED
STEEL
FSTAINLESS
fINT.
EXT.GLAS
EXT. GLASS
ASS
INT. GLASS
DURASEAL®
„a
XL
,D2
SPACER
103 SPACER
Part 0
Deserlption
Material
100
Kommerling 4SG TPS Spacer System
See this
Shed for
tftn
101
Quanex Super Spacer nXr with Hot MeR Butyl
102
Quanex Durasea pacer • • • • • • •
IS
Jig • •
'i •
103 Cardinal )(L Edge Spacer • • • • • • • •
REFERENCE EST T : FTL-8717, 8 �0 • • •
•• ••• •• • • • ••
• • • • • • • • • •
• •• •• • • • •• ••
••• • 0 0 000 0 0
NOM.
2.919•
.439'
�— 2.784"
OFRAME HEAD,
SILL & JAMB
#7002, 6063-T6
I
1.35W
2 ANCHOR PLATE
#7071, 6063-T6
708" A
.050"
.865"
f
35 BEAD B
#7036,6063-T6
,172'
.870" ,050"
, �— .569"
37 BEAD D
#7059,6063-T6
107D TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOM IS, FL 34274
CERT. OF AUTH. #29296
0—I.
T1
I
062•
NOM.
1.159�
2.139'
3 SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
.040• 00 1.0.--��00"
.423" Imo—}
FIXED I
60 SCREEN FRAME
#7D06, 6063-T6
-527
.865"
`7
36 BEAD C
#7042, 6063-T6
JR 05/05/16 ADDED THIS SHEET
WITH SPACERS.
,t.d By: Oat.: I Revision A:
—+i 1.124" �--
.125'
2.7f01'
.062'
.093'
8 8FRAME
ASSEMBLY TUBE
#7004, 6063-T6
�+- 2203' --{
093'
.093'
70 ADDON FLANGE
#134,6063-T6
PRODUCT REVISED
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Miam' howl
Description:
EXTRUSIONS & SPACERS J ROSOWSKI
ritte: Date:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
SM./Model: Scok: Sheet: Drawing No. Rev:
CA-740 NTS 11 OF 11 MD-CA740-LM B
NIIANII--DARE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadg goy/economy
PGT Industries, Inc. --
1070 Technology Drive,
Nokomis, Fl. 34275
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 the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD 750" Outswing Aluminum French Door w/ Sidelites -- L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-I1, titled "Alum. French Door & Side Lites, Impact',
sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11 prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section
Renewal stamp with the Notice of Acceptance_ number and Expiration date by the Miand-Dade County
Product Control Section. ....
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's ia"d br logo, city, state,' • • %
model/ series, and following statement: "Miami —Dade County Product Control Ai3lit�o� � a", unless otherwisF
.....
note herein.
REVISION of this NOA shall be considered after a renewal application has been.fi6do and there h s 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 has4 en I revision of change,...;.
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an:ddddr'sement
of any product, for sales, advertising or any other purposes shall automatically tefvak atso this VGA. failure •
to comply with any section of this NOA shall be cause for termination and removal of NOA. 000
ADVERTISEMENT: Tire 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
distributors and shall be available for inspection at the job site at t
This NOA revises and renews NOA No. 11-1013,24 and c ns' 1
E-2, E-3 and E-4, as well as approval document mention e,
The submitted documentation was reviewed by Jaime D. c n.
MIAMFDADE COUNTY
No= sum
to the user by the manufacturer or its
request of the Building Official.
of this page 1 and evidence pages. E-1,
. E.
NOA No.14-1117.05
Expiration Date: February 24, 2020
Approval Date: February 19,'2015
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09 1028.10)
2. Drawing No. $000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No.11-1013.24)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked up drawings and installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94 0000
5) Cyclic Wind Pressure Loading per FBC, TEAS 203-94' • • • •' • • • • • •
6) Forced Entry Test, per FBC 2411.3.2.1, and- As 202-194. •,
along with marked -up drawings and installation diagram of ari: aluminum doors Jr
OXXO configuration, prepared by Fenestration Testing Labori;* * * Inc.„ Test Repoit • • •;
No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largae4* 5da,'P. E.e *: a 0
(Submitted under. previous NOA No. 05-04.19.03) • •: • •: : •. •. see**
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading FBC, TAS-202-94"'
2) Large Missile Impact Test per FBC, TAS 101 -9.4
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94:""'
4) Forced Entry Test, per FBC 2411.3.2.1, ai:(+ A.A 202-94. :
along with marked -up drawings and installation diagram of an aluminum $hors of
OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
Jaime D. Cascon, l'. E.
Product Control Section Supervisor
NOA No. 14-1117.05
Expiration Date: February 24, 2020
Approval Date: February19,2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL- 4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed
by Edmundo J. Largaespada, P. R (Submitted under previous NOA No. 05-0419.03)
5. Test reports 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 aluminum doors of
XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4529, dated 02/14/05, FT"530, dated 02/14/05, FTL-4311, dated
09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada P. E.
(Submitted under previous NOA No. 05-0419.03) •
. . .... ......
.. ... .
C. CALCULATIONS •
...... .. ......
1. Anchor verification calculations and structural analysis, cohiMing with TBC 5:'.0.9;
Edition 2010, prepared by manufacturer, dated 10/11/11, sigrlgj •andIe;• by 4.. • • , •
Lynn Miller, P. E. ...... .. . ..... '
2. Glazing complies with ASTM E1300-04/ 09 000000 • • • • 000000
.
. . . ......
.
D. QUALITY ASSURANCE • • • • • •
1. Miami -Dade Deparhnent of Regulatory and Economic Resoui%WXR).... ;' •' •;
E. MATERIAL CERTIFICATIONS
1,_ Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0423.15 issued to°Eastman Chemical Company (MA) -
for their "Saflex CP - Saflex and Saflex'HP Coinliosite Glass Interlayers -with
PET Core" dated 06/19/14, expiring on 12/11/18.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.14-1117.05
Expiration Date: February 24, 2020
Approval Date: February 19, 2015
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTENUED)
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14118.
F. STATEMENTS
1. Statement letter of conformance to FBC-2010 and complying with FBC !'' Edition
(2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,
P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14,
signed and sealed by A. Lynn Miller, P. E.
3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
01/27/15 and filed by Ken Detzner, Secretary of State. .. • •
4. Statement letter of conformance to and complying with FBA-;010,* Kssaed by • • •:0
manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 6" ' ••
...0"
(Submitted ruiner previous NOA No. 11 1013.24) • � """
5. Statement letter of no financial interest, issued by manufactar" dated 1 Q/11/11; • • • •;
signed and sealed by A. Lynn Miller, P. E. ; • • •
.... . .....
(Submitted under previous NOA No. 11-1013.24) • • • • •
00
6. Notification of Successor Engineer for manufacturer's NOA• jppWnent pe : Section •.
61G15 27.001 of the Florida Administrative Code, notifying original Ti hat...:.
the successor engineer is assuming frill professional and legal r�sponsibility for ad....
engineering documents pertaining to this NOA, dated 10/07/11, signed anYae,4ed bj '
A. Lynn Miller, P. E.
(Submitted under previous NOA No.11-1013.24)
7. Laboratory compliance letter for Test Report No. FTLJ5941, issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
8. Proposal No. 08-1891 issued by Product Control, dated 0.1/26/09, signed by Ishaq
Chanda, P. E.
(Submitted under previous NOA No. 09-1028.10)
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-1117.05
Expiration Date: February 24, 2020
Approval Date: February 19, 2015
E-3
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
9. Laboratory compliance letter for Test Reports No.'s FTL--4921, dated 07/17/06,
FTL--4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04,
FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL--4311, dated 09/01/04
and 14TL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc.,'all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
G. OTHERS
1. Notice of Acceptance No. 11-1013,24, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites -- L.M.I., approved on 11/24/11
and expiring on 02/24/15.
. .
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.0000
••••••
00*90
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0*00*0
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Jaime D. Gascon, P E
Product Control Section Supervisor
NOA No. 14--1117.05
Expiration Date: February 24, 2020
Approval Date: February 19, 20L5
E-4
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE S
1. GLAZING OPTIONS:
A. 7/16" LAMI CONSISTING OF (1) LITE OF 31'16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN ,090 PVB INTERLAYER OF DUPONT
BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM,
B, / 6" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM.
C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE tOF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER.
E. 71B" LAMI 1,07. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" A,.090 PVB, 3/18" HS}
F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE; 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/18" HS).
G. 7/8" LAMI I.O. CONSISTING OF (1) LITE OF 3M6" TEMPERED GLASS OUTSIDE] 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE
(3/16" A,.075 VANCEVA, 3/16" HS),
H. //7 8 MILA I CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE
(_�3/1�1 HS,.0 5 VANCEVA, 3116" HS),
I2. DESIGN PRESSURES: TABLE 1, SHEET 3.
®, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130D-02,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02,
3. CONFIGURATIONS: X O O„ (, O , W& MOCXX MQ, OXXX. OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.
ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE
FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX AND
O UNITS TO MAKE THE ABOVE CONFIGURATIONS.
4, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11.
5. SHUTTERS ARE NOT REQUIRED.
I0. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT.
I7. REFERENCES: TEST REPORTS: FTL-4311, FTL•431Z FTL-4315, FTI- 4627, FTL452.8, FTL-4529, FTL•4630, FTL-4921 AND FTL-5941.
® ANSI/AF&PA NDS-2006 FOR WOOD CONSTRUCTION
ADM-2005 ALUMINUM DESIGN MANUAL
THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
CHM MS m19 sneer
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SLUM, FRENCH DOORS SIDE LITES,
•,xvih
F0760 FUL 1 d 12 8000-11
NOA DRAWING MAN
TOPIC SHEET
GENERAL NOTES..........:.
1
CONFIGURATIONS ...........
I
GLAZING DETAILS...........
2
DESIGN PRESSURES.,....
3
ELEVATIONS ....................
4
VERT. SECTIONS .............
5
HORIZ, SECTIONS...........
8
PARTS LIST ......................
7
EXTRUSIONS ...................
8.9
ANCHORAGE ....................
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A. LYW UIILL6 P.E.
FL P.E.# 58705
7/16" NOM.
- 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
_ .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER
- 3/16" HEAT STRENGTHENED GLASS
91 oR 92 .
5/8"
7/16" NOM.
- 3/16" ANNEALED OR HEAT STRENGTHENED.GLASS
- .075" VANCEVA INTERLAYER
—3/16" HEAT STRENGTHENED GLASS
93 OR 94
6/8'.
EXTERIOR T_t� ERIOR EXTERIOR ITN ERIOR
SETTING BLOCK SETTING BLOCK
GLAZING DETAIL GLAZING DETAIL
7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER
7/8" NOM. 7/8" NOM.
3/16" TEMPERED GLASS 3/10" TEMPERED GLASS
AIR SPACE AIR SPACE
3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
090" DUPONT BUTAGTE OR SAFLEX/ 075 VANCEVA INTERLAYER
KEEPSAFE MAXIMUM PVB INTERLAYER
+- 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS
n 95 OR 98 97 OR 98
5/8"
6/8"
EXTERIOR INTER it• • • • t6TEIRIOR • INTERIOR
• •* G o • • • • • ••• •
GLAZING DETAIL sErrlr�m • •: •. • : : .. • GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER• • • •718" AMI I.G. GLASS W VANCEVA INTERLAYER
`;wlz10 NOC"`""1sM10eer
1 • GLAZING DETAILS
• • f070 HOL pRNE
NOClWlp!l1NIBOHFET 0 CM13, F1IP7d . 11M
i1�,10 NOCHMMSTHIS &rEEf �.. •• •p�BgXf�I • ' ALUM. FRENCH DOOR &SIDE LITES,I
r�3roo �.r u roa Holbonus,� 9e27e • ® °iFo 14
FUL 2 d 12 •""`�9000a1
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A. L1�fJ/1�11GflLL , P.E.
FL P.E.# 58705
Table 1. Maximum Design Pressures (Dsf)
Configuration
Width (In)
Allowed
Glass
Types
Height (In)
79 3/4" (6B)
83 3/4" (70)
87 3/4"
91 3/4"
95 3/4" (80)
French
X
37" (30)
A,E
+70,0
-80.0
+70.0
.80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100,0
+400.0
-100.0
+100.0
-100.0
Door
XX
71 314" (60)
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80,0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Full
Jamb
3811/16"
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100,0
-100.0
+100.0
-100.0
+100.0
-100.0
Sidelite
Narrow
3011/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
33 11/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+97.4
-97.4
Jamb
3611/16'
A, 0, E. F
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
�80.0
C,G
+100.6
-100.0
+99.9
-99.9
+96.3
-95.3
+91.4
-91.4
+87.9
-87.9
D,H
+100.0
-100.0
+100.0
AD0.0
+100.0
-100.0
+100.0
. -100.0
+100.0
-100.0
r% - if 10 1.MMI V71 19 n,.unu r-v o, of 10 nJ)
P I L-4311. 4312, 4316
B -7/16" LAM) (3/16"HS,.090 PVB, 3/16"HS)
UPGRADE FTL-4311, 4312, 4318
C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"1-16)
FTL-4527, 4528, 4529, 4630
D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS)
UPGRADE FTL-4527, 4528, 4529, 4630
E - 7/8" LAMI I.G. (3/16"7, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS)
FTL-4311, 4312, 4315
F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS)
UPGRADE FTL-4311, 4312, 4316
G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS)
FTL-4527, 4528, 4529, 4530
H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.076 VANCEVA, 3/16"HS)
UPGRADE FTL-4627, 4528, 4529, 4630
OVERHANG"
LENGTH
OVERHANG �
HEIGHT o
L in
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SILL
(PART 10, SHEET 8 OF 12), THE
OVERHANG HEIGHT MUST BE GREATER
THAN THE OVERHANG LENGTH (SEE
DIAGRAMS IF NOT, THE MAXIMUM
POSITIVE (+) DESIGN PRESSURE IS
LIMITED TO +50.0 PSF FOR ALL STYLES
AND SIZES OF THE DOOR AND ANY
ADJOINING SIDELITES. (REF. FTL-5941)
rWvL1LT aRv(%v°
p{ nE w111. .tbt F1nMN,
A�iwptnllrn iN D 3
RENEWED
• widl"Solid*
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• •
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NO. 5870°
(
11bI
Frc
ralane
R«rar
a
• • •
UVATETMWITOASTMEIMM •
• • • • • •
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DESlt3N PRESSURES
��1''• f E F
STAT
' OT ' •. a a,. '
'�SS/ONA���G\
'�r
JR
0*=W
MaUA4F0RL0WPAE8 • •
ALUM, FRENCH DOOR & SIDE L/TES IMPACT
• •
J,R
Or/1Nr0
0
N01YiVloEB rxrs 6HEEr
_ • • •
pA�60X 1�
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•
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F.F.K.
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3N4
L.T.
F0700
NTS
3 d 12
8000-11
E
FL P.E.# SB705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
7313/18" MAX. WIDTH
96 3/4"
MAX.
HEIGHT
ALL
X OR XO
37°
MAX. WIDTH
+-' 110 5/8" MAX, WIDTH
OXO
25" MAX. H71 9/4" MAX, WIDTH
f DLO ALL X
UNITS
79118
MAX,
DLO
ALL
—145 318" MAX. WIDTH A —►{
OXXO (SHOWING EACH VERSION
38 11l16" r3611/18"36 WIDTHMAX. WIDTH2V' - 33 3/16" _�t
/r
•• ••• • • • • • ••
X • � • •: %: • p, (FULL JAMB)
NOTES: • • • • • • • • •
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VENSIOA. • • •
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11.
3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
FJL ratws a NO tins ssr
• • tomreg4moofoRim EXAMPI
art ofllryt0 No agAwrs Ans SHOST • • • 4.gg, Rqx rss! • i ALUM. I
,m NOtf✓lAfIB, 1074 W.
KK 1?/21roro4 L.r. F07M
•••
•
•
• •
•••
• •
•
• •
•
• •
•
• • •
•
••
••
• •
•
•• ••
•••
•
•
•
•••
• •
O (NARROW JAMB)
OOR A SIDE LITES, IMAACT
4 112 RE
/ 0RUCF RRVISRa
In. {wllY thi Flo"
WIiF {R� �Md�+►�������t5
or
.r
PJMWF.D
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de 4.a--1
IIIIItI
\.\` ; y 1.YNN 4t, //"
k : No, 58705
%�'••.• � l° lull � u/�
STATE OF
SS0NA1- t� ON
NX 14fILL�'r�, A. �YP.E.
FL P.E.l158706
VERTICAL SECTION A
NARROW AND FULL
JAMB SIDE LITE HEAD
MAX, DLO
EXTERIOR
VERTICAL SECTION C
NARROW AND FULL
JAMB SIDE LITE SILL
rnw spider
INTERIOR
ERIOR
VERTICAL SECTION B
OUTSWING HEAD
4OR7
ORIGINAL VERSION TOP RAIL
21 ® 55
ALTERNATE VERSION TOP RAIL -
MAX. DLO-J
4OR1NAL VERSION BOTTOM RAIL
� 68
ALTERNATE VERSION BOTTOM RAIL
• • : ••• : • ®23OR2
..; • yL"13l'I(•�•I'S ND
OUTSWING SILL
VL USI
• • 107077ttf�NOL00/eRNE
` M�, FL SWO •
00
••• •
HOl(OAfi fL we
PN
•
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ILUM. FRENCH DOOR & SIQF UTFS A
PQ7ao 1/2 1 5 d 12800011
k,\ul Ifill,,
` * No. 58705
�0' .TAT..
"',,S%NAI. E \..
A. LY{�IIGIMILt�R, P.E.
FL REA 58705
OXXO HORIZONTAL SECTION SHOWING M OF EACH SIDE LITE TYPE o
NARROW JAMB SIDE LITE
(AT HINGE JAMB)
cmNw* mis &Rear
•• ••• Ur+, M6T\ • • •••
-TINGE JAMB TO HINGE JAME
10B TECHIMOOPYDRM4WKWUk WV
•
� � R B� ti'61& •
lvaioM1+rs FL 04274
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
m
1„
SPAN
0
JAMB, FULL JAMB JAMB, NARROW
SIDE LITE JAMB SIDE LITE * x a=
HORIZONTAL SECTION DEWS _ %�p� •.. FLoa�QP ' ��:
ALUM. FRENCH DOOR & SIDE ITES, IMPACT ''�FSSlONA�;�`
`' A. LYNN ILL��, P.E.
FD750 1/2 B a 12 0000.11 E FL P.EJ 58705
.062
T
K
#8006 6063-T6
O FRAME, HEAD, JAMB
AND SIDELITE SILL
3.018
.050
O7 #8009 6063-T5
INSTALL PLATE
-- --I 1.278 F
.062
2,230
.583 1
Ti+--3.836-+{
.050
4.027
1.0331 ) 0
50
--{ 1,1Go I•--
. 4 I--T
00
O® #B
OUT -SWING SILL O OS SILL COVER O4 DRIP CAP 5 O CREW COVER
.h .062 .074
2.000 49 jam— ,.940—►{
�G
.563
Ti---r-- 3.836 ----. I i 3.990.060
10 #8056 6063-T6 9#8012 6063-T6
OUT -SWING LOW SILL STILE
.075
1.938 .100 1.938 T
l l 1.0'
r+ 8.250— 4.434---+{
22 #8013 6063-T6
BOTTOM RAIL
21 #8014 6063-T5
TOP RAIL
O#8017 6063-T5
23 TOP SWEEP
050
.797
C72.fM
O24 #8016 6063-T5
BOTTOM SWEEP
T 075 L2.644�--a
075
1.038 .100
1 1,938
1,467 �0
8.250 I 1L .
I4.434---.•{
#8013A 6063-T6 • • • • • • #8014A 6063-T5
56 BOTTOM RAIL, LAG BOLT DESIGN ems/ t* kA;L,:LAG BOLT DESIGN
True MEFr
i • •
• HOMO%
• ALUA
• • • A.a AWN
RoxouiWN
FD)60
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
26 #8015 6063-T6
ASTRAGAL
1/2 1 8 d 12 1 8000.ff
ruouuc'r uvw*
.„kph & M
REMWED
B W lh tM FIwf&
%,ilnj,
* ; 140.55105
S,A1Eof
O.c •'•.. FLORIOP•' (� �:
A. LYNR, P.E.
FL P.E.# 58705
+`-2.280— +-+ 076
27 #8021 B 6063-T6
GEAR HINGE, JAMB
L050
I.436
�4�,1122--�
61 #8028 6063-T5
SL HEAD TRIM
.045
442
965
--�{ .742
�_3J1b..3
4J.T
.072
28 #8020A 6063-T6
GEAR HINGE, COVER
�3.776---�
326
126 0504 r
B4 #8056, 6063-T4
SUBSILL, OPTIONAL
.142 1.812
3075
01 �TTS 1000
.100
29 #8018 6063-T5 30. #8019A 6063-T6 37 #8039 6063-T6
HINGE, BACK-UP GEAR HINGE,'DOOR TRUSS CLAMP
082
.000
— 3.636 —�
70: #8010 6063-T6
NARROW SL JAMB
1.169 r j
?I—
04D
L 165 750,045 .437
. .045 � ..818 r — .057
10 BACKBEADS 10 #SLOBACKBEAD 10 #87 16A 6063 BEADT6 108 480 GABEAD-T5
..
...
. . . . . ..
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•
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,125 3,251
1.636
#8033B 6105-T5
80 FD ASS'Y BEAM
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.!4=
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Ir
aeo°ucrReNOWSD
�, ro�np�y� wim u,e Floria
raiding Code
050
#8029 6063-T5
9p
62
SL JAMB TRIM
„i Dade P�pd Ky Cbnppi
SLUM. FRENCH DOOR& SIDE LITES, h
ea.� ema
w�oea
FU760 vz e d is eooall
LYNN M1((F'rrrri
,k t No, 58T05 '
A. LY{fi4 iN11P.E.
FL P,E.# 68706
--1z"
s"
�S T. I I ( 3"
11 11 3" MIN. HEAD & SILL 11 3` MIN. HEAD & SILL 11"
ATYP. ANCHOR ATYP. ANCHOR
CLUSTER CLUSTER
10.671" (TYPICAL) (TYPICAL)
10,671"
MAX, MAX..
1 O.C. 1 O.C.
A CFIORS 18.500° JAMB
�® NCH
1188.600" NJ HM RS ®
HT. QTY. MAX. HT, QTY. H QTY. MAX, H QTY.
96 3/4" - (6) O.C, 96 3/4" - (8) 96 3/4" - (6) D.C. ® A 96 3/4" - (8)
91 3/4" - (5) 91 3/4" .(8) 91 314' - (6) (2) EQ. (3) EQ. 91 3/4" - (8)
87 314" - (6) 87 3/4" - (8) 87 314" - (6) SP. TYP. SP. TYP. 87 3/4" - (8)
t83 3/4" - (6) 83 3/4" - (7) 83 3/4"- 6) 83 3/4" - (7)
.f. . I t 4—
79 3/4" - (6) 11• 79 3/4" - (7) 11" 79 3/4" - (6) 11" 79 3/4" - (7) 11"
DE_ TAII. A (CONCRETE) A D_ ETA11 ¢ (WOOD A DETAIL 0 (CONCRETE) SEE NOTE 6 A DETAIL D (WOOD)
RE
A (SINGLE. PANEL) (SINGLE PANEL) (2 OR MORE PANELS) A PLIOCABLITYARDING1 (2 OR MORE PANELS)
ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES:
1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3
LOCATIONS
ANCHORAGE SPACING REQUIREMENTS: or4xv
1. DETAILS A AND 8 ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D _ 4�
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -114" ELCO 884 CRETE-FLEX 3 - #12 STEEL SCREW (G6)
A
CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN, EMBEDMENT OR TYPE 2 AT 1 3/4' EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT.
3. SII-NNQLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE)
A HEAD AND SILL 6" MAX. FROM FRAME CORNERS. PRODUCT RENMD
JAMBS ..................... 11" MAX, FROM FRAME CORNERS, 18.500" MAX, D.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.671" MAX. D.C. WOOD SUBSTRATE (DETAIL B} r °PlyNgvnlgme Florida
Buila"ding Code •�G.. '1'}'I'-1 n
4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE)
HEAD AND SILL ,,....6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). M MD."". w Cm w
JAMBS ....11" MAX. FROM FRAME CORNERS AND 18,600" MAX. O.C,
5. TWQ QR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SIWfj( Q 11 l i i i f I r
• • i i • • • i '!• R• • `��� NY L NN M/
® HEAD AND SILL....,.6" MAX, FROM FRAME CORNERS, AND AT 3% ", 9" A D12" %*. (oN r•4CY 4E I F ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). ��� 4�C '',CENs. ��
PLUS ENCIRCLED ANCHORS OUTSIDE CLU3�4R3, UIgE['; O LYbNr1,4EL NNDTHS OVER 27 3/4".
JAMBS.....................11" MAX. FROM FRAME CORNERS AND 10,8Yf' MAX.4iC, • • • • • • • No. 58705
O1TNorE Rr NI To E6—mioP NRR • • • • • • • •- D %�Q STATE OF 40
AK tcwttxw g REvi3 O RFB AN REMSNo7E8 M,. • T'•,. F �'
�R mmm. c NocNAwsrwsswer • to &Vomla r�s ie� • • ANCHORAGE SPACINQ �.ss., LORIO �G;
dR. of fo u �R+NOEOTA"ccw7oumAcarr: • • • • • ,'qx,�g• ; ALUM. FRENCH DOOR A SIDE LITES IMPACT ''�fi ONA1LL- `�,.�`
1"
,w N Mfg, n.*274 • o ro.rr °"'"- A. LYNtJ I(AytLC�, P.E.
O.K. 1WVM L.T. 4/"5 ro760 114 10 N 12 8000-11 E FL REA 58705
• •• •• • • • • • •
••• • • • • •• ••
CONCRETE ANCHOR 1
(NOTE 1) /4" MAX
IM' MAX. GROUT,
GROUT, . SEE
SEE NOTE 5
NOTE
EMBED.
i.•:: ' SEE
CONCRETE' '. ?'
. r •. " ...:,NOTE 1
TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE)
nnAlnoCTC AAIP.I�M
OPTIONAL SIDE LITE SILL
(SUBSILL TO CONCRETE)
pT10NAL WOOD ANCHOR,
SEE NOTE 2
84 1/4" MAX.
GROUT
SEE
NOTE 6 ,
EMBED.
SEE
NOTE 1 MIN. 2x WOOD, SEE
NOTE 3
® TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
'
K91 MIN.• fa:, EMBED.
}
KSI M113,
' rEMBED.
..,,3.4
1/4"® / i:';«:.ONCRETE' :{';. NOTE
MAX. _'�
t3.4
+' ."'CONCRETE;
SEE
J`:
SHIM
i' NOTE 1
ix WOOD
SEE NOTE 3
1/4•J
MAX.
SHIM
®
CONCRETE ANCHOR, SEE NOTE 1
®CONCRETE ANOHOR SEE NOTE 1
®
TYPICAL DOOR & SIDE LITE HEAD
2x WOOD
SEE NOTE 3
,WOOD ANCHOR SEE NOTE
1/4" MAX. WOOD ANCHOR,
GROUT SEE NOTE 2
SEE
NOTE 5 IL
1 1
318-7MIN. 2x WOOD, SEE
OPTIONAL SIDE LITE SILL
(SUBSILL TO WOOD)
1 /4" MAX.
SHIM
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 11411 SS4 CRETE-FLEX. MIN, DISTANCE
FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 'M4" ULTRACON - 1 3/811, 1/4"SS4 CRETE•FLEX -1 3/4".
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05) OR ELCO 1/4" SS4 CRETE-FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER,
3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION j(jT1fj8 18STRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ). • • • • • • • •
4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6i63-T{ ANgA NIN jF3/81:fH1CK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT §HO N IHEL@bETAILlS OW491S SWEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM, IF THESE CRITERPOARE MEi,aTHE PJTS9(#1tS sHCp%0j1PSHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAY BE USED.
5, IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
• • • • • auaFare
RK f4F1Eg0 ! AW ANGIDIt.IQETE8 • • • •
o s 90ar�""i mg ors as,1070rfwn0L0Q*DR&T • ANCHORAGE
.6401/YbPo ` • • • •% • _ _ �QXf6 •
GKWWD 7AW 70 %47mcow. • • ' ALUM. FRENCH DOOR & SIDE LITES IMPAi
. caa; trs , ft o rw..ee.e aaA, algt
AK 12naw L.T. 4em ll a 12 8000-11
•••
•
•
• •
•••
•
•
•••
•
• •
•
••
••
a�J[7:lV
PRODUCT RENEWED
as complying with Ow Florida
EDRding coee �a.. � 1 �
`,Ilnnlf7,
010 LYNN (�i ''•�
* ' No. 58705
'�010 IA
O STATE OFI
��s'• FC 0RI0P•.•'G�C��V
,S,�/!ONAL
LYN
A. N4tS11W1 , P.E.
FL P.E.# 68706
EXTERIOR INTERIOR
(ALL SILL SECTIONS)
CONCRETE
AANCHOR
SEE NOTE 1,
1 MAX, SHEET 11
O RO
GUT,
SEE NOTE
t
SHEE711 t
5:3.4 SIMIN.%�j`
H@ NOTk
SHEET 11 ; %
,'CONCRETE. •` ?
; , ; ; •c '
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
10�
INTERIOR
(ALL JAMB SECTIONS)
EX ERIOR
107
EMBED.
® SEE
NOTE 1,
SHEET 11
3.4 KSI MIN. '
CONCRETE``
1/4" MAX. SHIM—]
tINNOae mis girae7
CONCRETE
OPTIONAL
ANCHOR,
SEE NOTE 1,
84
SHEET 11
b�
ANc
1/4" MAX.
SE NOTE P
H66i 1 {
GROUT,
SEE NOTEv,,j,'
1/4" MAX.5,
SHEET 11
GROUT
® SEE
NOTE 6,
lip
SHEET 11 .t
=�y70;t;i,•i EMBED.
.'+ . I •
.. a.4 KSI M(N: '•:' SEd NOTE 1
! .p;.,,. CONCRE7Ek:: MIN. SEE NOTE 3
...;t; ;•.;�:�: , .: > z. �.: , SHEET 11
SHEET 1�
OPTIONAL'DOOR SILL TYPICAL DOOR SILL
(SUBSILL TO'CONCRETE) (DIRECT TO WOOD)
WOOD ANCHOR,
Q
SEH NOTR 1, SHEET 11
1/4" MAX,
GROUT,
SEE NOTE
5, SHEET 11
1 3/8"
SEE NOTE 3;
SHEET 11=
OPTIONAL DOOR SILL
(SUBSILL TO WOOD)
EMBED. r"apo ' wwo
® SEE � ttlN a* now
CONCRETE CONCRETE
NOTE 1, ® ANCHOR, & ANCHOR,0�5
24.
HEFT 11� SEE NOTE 1, SEE NOTE 2, ,t,,�
soft
SHEET 11 MIN. I SHEET 11
CONCRETE
ANCHOR
SEE NOTE 1,
SHEET 11 3.451 MIN.' :':
CONCRETE
OR 1.5 KSI `' `• ';J.;.• Q a
MIN. CMU
2X WOOD, PRODUCER@NfiN7iD
1xWOOD, SHEET11 "IC
SEE NOTE3, astompiyingwiththe Home
'"% fSuitdlnda A
SEE NOTE 3, ,; Axrplw::epNo y��
SHEET 11 "' 1/4" MAX. SHIM pf e
1/4" MAX SHIM1. L
• • 1"fPIQA� DOOR@& 81DFeLITE JAMB
N -J(iR.09
• • • • • 41,
. rAol
AVKeAl18, FL aati74 •
•••
•
•
• •
•••
•
•
•••
••
•
••
• •
•
••
••
•
•
•••
•
iNCHORAGE DETAILS
SLUM. FRENCH DOOR & SIDE L/TES I
F07450 1/4 12 s 12 7 8000.11
x LYNN 11/(-'''i�i
` * N0.58705
STATE OF
A. LYlfls �illl!t �ii, P.E.
FL P.E.1i 58705
IMA
M IAWDADE 1*1IA111I-DADS COUNTY
WIN=' PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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 brylding clbM . •
This product is approved as described herein, and has been designed to complywlth:the FWjda,Building 08•
Code, including the High Velocity Hurricane Zone. • • • • • • • • •
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion �1VY.I. • • • •
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant kon6 olum =dl Mullions.". • •
sheets 1 through 25 of 25, prepared by manufacturer, dated 0NJ#14; widw • re vision . jl• • -
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the 11"aft-Dade Comm ProdwA...
Control Revision stamp with the Notice of Acceptance number and expirati®n 491t. by the Miami -Dade- •
County Product Control Section. • • • • • • • i •
LABELING: Each unit shall bear a permanent label with the manufacturersriafe or 1g8p, city, sfrte,••
model/series, and following statement: "Miami -Dade County Product Control Approved", unle*94otherwise
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 Miaini-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 t user by the manufacturer or its
distributors and shall be available for inspection at the job sitUthn q est of the Building Official.
This NOA revises and renews NOAN 14-1105.01 and consisp ge 1 and evidence pages E-I and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manue�P ere
MIAM1•DADB cvulvrY
NOA No. 16-0218.03
�FJUW. W , j1 ] 40 Expiration Date: May 26, 2021
if r j Approval Date: April 14 2016
•,,/, Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-081 9.OS)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E. 0000
(Submitted under NOA No.10-0819.05) •.., •
C. CALCULATIONS •
1. Anchor verification calculations and structural analysis, dying with• FBC-MU.:
and with FBC 5uh Edition (2014), prepared by manufactths,.dked 6y14f5, sijUe4.
and sealed by Anthony Lynn Miller, P.E. • •; • •; • • •
.. .. . .. ......
D. QUALITY ASSURANCE • •
1. Miami -Dade Department of Regulatory and Economic Resource: (REItj' • • • •
E. MATERIAL CERTIFICATIONS •
1. None.
7daMU4�
yl a ez, P.E.
Product Cont of ambler
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-1
0
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion —L.M.I., approved on
02/12/15 and expiring on 05/26/16.
....
......
....
.
.....
.. ..
. ..
......
Manuel , P.E.
Product Contr I E miner
NOA No.-0218.03
Expiration Date: May 26, 2021
E-2 Approval Date: April 14 2016
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON -IMPACT R LARGE AND SMALL
MISSILE IMPACT --RESISTANT PRODUCTS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE • '
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD SUCKS IF USED, GENERAL NOTES.- ........................ 1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 p o
FIGURE 1: ELEVATIONS .................................. 1 llq
MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULL TO 2X WOOD ........................ 2
MULLIONS - ti INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL MULL TO 1X & MASONRY .............. 2 c�
` SEE DETMLS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. INSTALLATION NOTES ........ ........... 2
AP,O,H; SHAPE MULL TO MASONRY ........
....... •.....,. 3
_ SHEETS 23 MULL TO STEEL STUD ................... 3
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........ ............... ......... 3 }}--
�' DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS ............................. 3 U) , W
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4 Z y
BAY MULL INSTALLATION..............4 Q
1 X 2 X.125 MULL SPECS ........_..... 6 J
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE J W
\\ 1 X 2 X X. MULL SPECS ............... 6
rr \` INSTRUCTIONS, 1 X 276 X.376 MULL 8PEC5..........7
5 X 2.75 X .65 MULL SPECS....,......8 Z "1 $
sEATHRU G � � I 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3A26 X.500 MULL SPECS...._..9 LU O O O
SHEETS 2-3 AETMDREUTQ LS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER / X 4 X .125 MULL SPECS, ............_10 �
I LI— ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 1 X4 X .376 TUBE MULL SPECS..,.11 Q O
III SHEETS 23 1 X 4 X .376 T MULL SPECS........ 11 7 J
PRESSURE OF MULTIPLE MULLIONS OR FEN EITUAT(ON PRODUCTS SHALL APPLY. 1.26 X 3.155 X .265 MULL SPECS...1OPE6G2 W
HEIGHT 1,25 X 3.26 X.100 MULL SPECS.....13 Z LLU d
MULL FOR 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.26 X .624 MULL SPECS.....14
LENGTH _ HORIZONTPL 1.28%3.54 %.024 MULL SPECS..,..16
MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 2 X 4 X .25 MULL SPECS ................ 16 Z'
SEE DETAIL E. 2 X S X .28 MULL SPECS-.._....,,.... 17 Z
SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REWIRED TO PREVENT 1.26 X 2.11 X .125 MULL SPECS.... 1s
REACTIONS. 30' X 3.25 SAY MULL SPECS......... 10
46' X 3,26 BAY MULL SPECS......... 20
MULLION& CLIP DIMENSIONS...... 21.23 F-
FENESTRATION 8) REFERENCE; TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGREGATOR NONS EXAMPLES 1 82.......1...............
_.....
24 (0 J
PODUCTS MAY LOADING EXAMPLES ......................25 y (DDQK::
_ �;R
UST EOF eE Y rrPE• 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W •� Y
ANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH Z y y
r POT. PGT-APPROVED FENE51RATION PRODUCTS HAVING CURRENT APPROVALS,
L^�� 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, � O � �.� �
,/SEEDETAILS
HORIZONTAL—A-D,G,H; 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING SHEETS 2.3
MULL W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH
_HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD,
WILL HORIZ. MULL LENGTH 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
LENGTHI' h--OPENIHG WIDTH � i_ '-"1
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR" OR'TRIANGULAR(TRAPEZOIDAL'.
OPENIHEIGHT NG - 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIM FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING PRODUCT REVISED
y FOR I THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE 61 Cp ifig cn6 wIN tke Florida
H�EIGH T LENGTH 1� � HDRR• f. f, �. VE . %L_UI N CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT•1 FOR THE OPENING OBTAINED IN Ac Ids C�oda� , �1
LENGTH pim1l Date
rr ! I 5LFACM TAB AMP_ TABLE USED IN ISTIiP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE By
LLLL--- _j REPRESENT87HE%IIVLDAD tRANSFIRRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Miun' Ptedud
I —� • • • • •
SINGLE MULLION SINGLE MULLION -.{ OPENING WIDTH • • • •
FOR VERTICAL MULL 6) FROM THE .&NCYO%CA&CffY ffACrABLlPN THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE \\\\ \ LYNN
OPENING WIDTH ClaHORf9UBACITY IS M/ETRAVJANCHOR•CL+P TTW7MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \�,1�ONNSSA�/ze
FOR VERTICAL MALL
T.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS••
�. FROM FIGURE 1 ABOVE. 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE }1T
OPENW400YOU M4&)"E y)1E ;ANCHOR C PACI ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS No. 58 (0.5
VALUElk LOWER ANCHOR WACITY OPTIIRN 64AYj3E SELECTED FOR THE SAME SUBSTRATE - -
STANDARDS USED: • •Sj VEIL THE D�51GN PREESURRRATIYG (LBB/F'ir) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL M LLION
02014 FLORIDA BUILDING CODE FBC , 5TH EDITION �S
$ANSIIAF&PA NDS•2012 FOR WOOD CONSTRUCTION ' ��
• • A LBS/ �TAII FOR THE MULLgN48YS7EM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
•ALUMINUM DESIGN MANUAL, ADM-2010 PRODUCT ASSEMBLY. • • • • % (`�.••. �OR%u•" aC9
•AISISlOO-07/S2-2010 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 5I )
A. C1(Nj�it P.E.
FL P. 58705
••• • • • • •• ••
DETAIL A: DETAIL B: MULLION
MULLION TO 2X WOOD BUCK ,,—MULLION i
OR WOOD FRAMING MULLION ATTACHED TO 1X BUCKSTRIP TYP, ANCHOR 4P R SUBSTRATE,
ATTACHMENT
9x
WOOD BUCK AND MASONRY SEE BEE TABLES 10•160
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHEas, ^
SEE NOTE t, N
I MULLION SHEET 1. g (D
//r I SEE SHEETS a MIN 2.7 KSI ' • EDGE UJ
EITHERTNE _J a 1 21-27 FOR HOLE G 1 I CONCRETE OR CMU•• DISTANCE, ? _
STANDMDO I LOCATIONS A ° I t----FSEE SEE TABLES
OFFSET MULL a EDGE m m I
CLIP MAY BE DISTANCE u I ° EDGE DISTANCE 1B•180
FOR MASONRY W Q p8 N
INSTALLED BY O I 11 FOR WOOD I ANCHORS O THIS METHOD, /
scaEws T �.�FOR , <a SIDE VIEW 00 U)
9 111 ALL MULLIONS e p O_ J
° ° EITHER THE 2 r
n < e STANDARD 7 V m
e ° c e . OFFSET MULL ? 2
e EXTERIOR° ° a ° INSTA.LLEoev '
e
q c EDGE THIS METHOD. Z Z
° e DISTANCE C
FOR ° f' Z Q p1 C
e MASONRY
THE OFFSET CLIP 11A ANCHORS �, F:. co p
RECOMMENDED FOR
EXTERIOR ° e FIN -FRAMED 3o
WINDOWS, BUT MAYALSO BE USED FOR
Q
OTHER FRAME TYPES. 1 fn 2
1 TYP. ANCHOR TYP- ANCHOR L�
TYP. ANCHOR PER SUBSTRATE, 'PER SUBSTRATE,
PER SUBSTRATE, SEE TABLES 1 B-1115 SEE TABLES 18-188
SEE TABLES 1 B.18B EDGEIEND
DISTANCE BUCKSTRIP
SEE TABLES T _ AND
EMBE MENT BUCKSTRIP 15-lBB —, ^ — - ATTACHMENT
AND EMBEDMENT • BY OTHERS,
ATTACHMENT -
SEE NOTE I.
BY OTHERS, SHEET 1.
.. „ SEE NOTE 1, _
• SHEET 1. • ' ' •.
MIN 2.1 KSI CONCRET E OR CMU
SIDE VIEW FRONT VIEW PRODUCT REVISED
as conlplyily will Ile <:wift
FRONT VIEW wilding Code
AecsPlsnce No �� �
Ex ilnlion DMa /gyp
INSTALLATION NOTES:
• • • • • Mte1n1 de►endBci
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, • • • • • • • • • • • • I I I
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENT ION • • • • • • • • • • •
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DIrTfCE•T�j� • • • • • • • • • `�� `\c�0e`� lYtdM q,;��e�i, '
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • • • • ,��'� ,• • �aCLNSF •P
FOLLOWING SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. � '!-j � No. 58705
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. • • • • _ /.'
••• ••• (/( �y D
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. • • • • • • % -1) (�(a 16 11J
• • • • • STIa L- OF 41
5) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADS COUMY � PROTHD • • • • • • • '� '• FLOIi1OP,.
ELCO ULTRACON OR ELCO 5!4" S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • �S' •"....CN
A. &NNIMILLER, P.E.
FL P.E.# 58705
• • • • • • • • • •
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHER THE
STANDARD OR
LL
I TYP. ANCHOR
I PER SUBSTRATE,
j 1 SEE TABLES 1B-13B
CLIP MAYBE
1
I
INSTALLED BY
II
I EDGE DISTANCE
THIS METHOD.
I
FOR MASONRY
ANCHORS
EXTERIOR
4
e
EDGE DISTANCE
FOR MASONRY
ANCHORS
8
A
TYP. ANCHOR -
/'PER SUBSTRATE,
SEE TABLES I5-13B
.4
4
Q
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 16-13B
. • BY OTHERS,
--
- a SEE NOTE 1,
• SHEET I.
..
EDGE
DISTANCE
MIN 2.7 KSI CONCRETE OR CMU
SEETABLES
MIN 2.7 KSI CONCRETE OR GNU 18.13E
FRONT VIEW
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. • • • • • • • • • •
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • •
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • •
• •FROAT VIEW • •
• ••• ••• ••• EXTERIOR
see 0
••• • • • • •
DETAIL E:
12B MIN. MULLION TO MULLION
c INTERSECTION
(U•CLIP)
VARIES
ct' ,
TOP VIEW
VARIES -I ----I
r LINTERSECTION
U-CUP
FRONT VIEW
•
F;
NOTES:
1) MAY BE INSTALLED IN -TEE' OR 'CROSS'
lid
INTERSECTIONS.
o
S
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY,
N
3) SEE U-CLIP DRAWINGS, SHEETS21.23
11c'ol
V
FOR CORRESPONDING MULLION.
to
7
\ -
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
00 TYP. ANCHOR
A PER SUBSTRATE,
\ SEE TABLES 18-138
SEE SHEETS
21.23 FOR
HOLE
LOCATIONS
I','.
MULLION
R STEEL STUDS THINNER THAN
GA AND COMPLIANT WITH THE FL BU ILDING
ODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20, FOR QUANTITY OF SCREWS.
® PRODUCT REVISED
a w plying with Iho Fiolide
Building Code
Acttprouce Nou•^d1 •63
E=plreD Dale ?A21
By
�s�EBLs
SIDE VIEW ' -n
"� '•. s L: of j
a��' •.J'tcRlor-••'•G��
AAIYN , It ILEA P.E.
FL P.E.# 58705
• •• • • • •• •• ••• • • • ••• •
DETAIL F: DETAIL G: DETAIL H: •
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)' $
a
SE DETAILSAND 3F, 30OR 46 g.Y
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC 6UBSTRATES.
N
MULLION �� E W
O O Z� N
O W
O O 0 O 0 O O O J W
O O TOP VIEW
SIDE VIEW W V o O
SHOWN WITH 1' X 4' X .125' TOP VIEW En
MULLION I II Z LO —1
1 I t TYP. ANCHOR
EXTERIOR I /—PER SUBSTRATE,
I / SEE TABLES 168 OR 168 Z
I TYR ANCHOR
STANDARD MULLION CLM I PER SUBSTRATE, I I EXTERIOR 7 t�
MODIFIED TO FIT FIELD I J N
CONDITIONS. I SEE TABLES 18.148 ; I r) r
I I V- Q Z r e�-
I I 2'X6'ANGLE CLIP, Z Z Q Of p
I I I 2 PER MILLION ENO, MUST 8E
I I INSTALLED INSIDE OF BAY MULL. FQ„ O S!
MULLION _.O
` II II 1 N AO
I c r
m W Q
rxsx.lzs•
P.
2AIPPE MULILION END, :.% ? ¢ O O
I I MUST BE INSTALLED a{ N In
dI INSIDE OF MULL. Q
1• I I ' ...1
I
TYP. ANCHOR b
PER SUBSTRATE, --``
SEE TABLES W148
INTO WOOD,
STEEL, ALUM
INTO WOOD, STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM. CMU OR MASONRY MODIFIED INFIELD. 1
EXTERIOR l
OEVGIE -%_ fRGOUCl REVISED
PEa £ as complying with the Florida
� ® rr.'` Building Cock
INTO WOOD, STEEL, Acceplwlce
0 ® ALUM, CMU OR MASONRY 1 EDGE O FxPiralloo Datc
• • • • • DISTANCE 11y
• • • • • • • FWi Miami e d
DISTANCCHOR
E �-- • •'- • �•
PER ANCHOR • • • • NOTES FOR INSTALLATION OPTION G & K.
NOTES FOR INSTALLATION OPTIONS F; O• 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. .'�'rU ••�\GEN51? • F'P
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,25' X 2.11' X ,125' MULLION. 2) DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE .I; No 59705 _
• • • • • • • • LOCATIONS.
• • r
2) SEE TABLES 1 B•138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • • • • • • • ;
• • • • 3) DETAIL H: SEE TABLES 15B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �
; ,`1 g [/6
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • • • • • LOCATIONS. I� -� TE F ,•' `
•• •
A: ltY PIS, P.E.
FL h 68705
TABLE 1A
• • 000 • • • ••e
•. .•
••. 9 .
. . . . . ••.•.9
.
000
_• •• •-• 99 ":
Mullion Capacity Table IbelR • • • • •
Openingth(for veAicelly-aparTirgmullart6)or
Opening H
501n
601n
70In
601n
901n
f00N
1201n
1401n
ISO in
Ix2x.125
Rwlygxy
Waft
Trs"are.
Loedk9
FWsngNv
Ladng
Trapn11an9.
Loading
RxtnPWv
LaedMg
Trepadero,
laaro
Fbclenpeer
Ladrlp
Tepm.ro.
rcefeq
Reele.pear
Loadng
TMI)MIA s.
Loedro
t4.ct.ngour
n dnq.
dne
ftd gav
Lo.6g
TM dang.
IOaft
Reel. v
Loadng
Trap/INeog.
Ladkg
ReOteroWer
Losdkq
7rapRdang.
Ladro
Alum. Tube
Mullion
_
� �
�
yd
t
y� �
gDE
t7
_
��
�
_
'h�§ �
•
•
�•
**�^
•
•
�
� j•Q
_
yp �
Ly$
q6g
_
� �
gg�
_
�
Rg�� iQ�
_
421n
111,8
406
12a5
332
0&2
406
1%5
325
70.9
406
107.E
321
69.0
400
104.4
312
821
400
101.0
319
55.9
406
f04.0
319
46.6
408
104.0
319
39.9
408
50/.0
310
35.0
406
104A
316
481n
74.0
312
63A
268
62.4
312
73.1
262
63,4
312
07.0
210
46.0
312
832
2b
41.6
b12
81.3
2M
J7.8
Jig
81.0
2M
311
312
81.0
244
20.6
312
e1.0
2M
23./
312
6L0
214
5OAZ In
63.0
281
70.6
234
63.2
281
01.6
226
45.6
261
55.7
224
39.9
201
52.1
222
35.5
281
60.1
220
$1.0
261
40.3
219
26.6
221
40.7
210
22.8
261
46.3
219
20.0
28f
49.3
219
{
64 N
619
247
57.5
207
43.9
247
49.5
202
31.6
247
44.0
1"
32.0
247
41.5
196
212
247
39.4
194
26.3
247
344
193
21.1
241
30.1
193
16.6
247
38A
193
16.4
241
38.1
193
60In
36A
200
41.2
170
32.0
200
33.4
166
27.4
200
31.5
163
24.0
200
24.0
160
21.3
200
2T.1
5S9
19.2
200
25.9
t67
18.0
200
25.0
156
63In
33.1
101
35.3
156
27.0
141
30.3
152
23.7
1af
2a0
All
20.7
1S1
MIS146
1a4
161
22.8
144
10.6
151
M.7
143
66N
26.0
1 165
30.6
142
2{.0
iSS
30.1
130
20.0
165
23.1
136
18.0
165
21.0
134
72N
22.2
1 139
23.5
120
1 /8.6
139
18.9
110
10.9
139
17.6
11a
76N
14,9
126
WJ
1W
f67
12S
18A
f07
761n
47.8
tt8
1e.2
104
Anchor
Capacity
Tablefibs)
Soh4WA
27k Conorme
3.5k Coro.
Holm CMU
Filled CMU
Wood
Meld
Anchor Clip Patbme
Ip
Arot
31B EboUlkeeon
/4'EWoVlnoan
6 fe• Eko
uuaea
&18 EkoUk.ean
1/4"EkoUWacon
tlr SB Eko
AggieGalor
5116' 61CO
Uanoa
1M" 88 Eko
AWIG for
6t0 a"
8=(G5)
912 91.d
Soo"(05
et2 Bled
screw (O5)
Edo-IMIa:
V
2.1W
1 2-1/r
3-1A'
1•
2.11r
1•
24/r
r
3-1/0'
r
0.W
0'6V
0.324•
Embedm.
1.3/4'
Will
1�V4'
t•3/4'
r
f-1/r
1.14"
014"
1.1M'
1-1W
1414'
r
I've,
I"
WWI
2 Arolwn ® 4.75• MN. O.C. / BundSm
M 096e1 Qip :
3 b6
rA
4 b.
a90 16
1644 b.
2M b6
2 The
354 be
T40
TWIN
6841b
918 b.
30 lbt
442 b
W b6
4 Aroilon 1,1;r Mkt O.O I Blendyd
(OrOlket) Clip
4601W
7001b.
WA
WA
WA
WA
3W Ib
WA
WA
WA
WA
WA
082 bs
86S Ibe
1120 b6
4 Arol1y4 0 3" Min O.C. 1121 AngN QIp6 /
110 b.
780 Ibe
GNU
t500Ib
1890 b.
540 Ibe
500 Ib
WA
7W b1
745 iba
"a Ib.
10621b
062 be
655 it.
I i20 66
2 Anobon ®0.45• Min. O.C. I Ugip, N10 .126' Alum.
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NM
715 ba
'nrAv / F�C6p
195 b.
195ib
221 b.
4451.
122 ba
135 be
1401b
177 b.
370 be
107 Ib
3321b
b.
170 b.
221 Ib
250 b.
2AWhan; 1.15-MIn.O.CJF-C
TAO be
3. be
WA
WA1
WA
I WA
1601a
WA
WA
WA
I WA
IF:477
WA
341 rx
1 4421be
5W 8R
FIGURE 1: FIGURE 2:
FIGURE 3:
* -1 F
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURES: FIGURER:
(DP_) X MULLION cAP.,p,,,,i-ANCHORCAP.-
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURF,TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF .126"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (1B GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
e hli
Igo
O
F
PRODUCT RCVISBD
61 complying with 16e F1011d6
Building Code
Acaplytce No `
Bx I Dalo
By
Mnom o 9
�YNN A4141, i l
r1sE.
l< ; T1o. 50105
LU
�Q• � lb
to
FL P.E.# 58705
• •.. ...
.. .. . . . .. .. .
TABLE 2A
Mullion Cp achy Table IbalW • • • •
Opening Wldlh(for vaNCa9y-epenril
mU9one)orOpen A Ip (tr hoftontV&arr
kplillione) • •
50 in
80 in
70 in
!b In 1901n
100 in
1201n
1401n
100In
1 x 2 X .3Ta
ReclmgWar
Loading
TtaprTAwg.
Loading
ReWwgWar
Leafing
Ttaprrdanp.
Loodi g
RwUfvAw
Loading
T,agrAwg.
Loading
RmlongWar
Loading
TnplTAan9.
Lowing
RKWIlWer
tosarg
T1aplTowg,
Loadirp
Reetalgulat
Los•1g
T."ag.
Loading
Rut. Ww
Loading
Tnp/TAwn9
LoadnQ
R4etalgulal
Loading
Tm Barg.
Loading
Racwtgulw
Loading
T• il"Awg.
Loading
Aluu Mane
M
g
g'
$
!f
g
[,a
'•
•
410
•
11
5740
OW
1740
435
151.3
902
170.0
476
129.7
6W
170.0
NO
1136
aW
10ab
61e
IWO
eel
16a9
617
90.0
6W
1669
517
75.7
0W
IWO
517
649
W2
10a9
517
58.7
662
IWO
611
121.6
507
13a.0
410
101.4
507
119.2
410
86.9
501
100.7
403
78.0
507
1028
390
670
507
99.5
397
80.8
507
09.0
390
507
507
99.0
NO
43.4
507
99.0
306
300
607
09.0
30
103,7
458
1148
370
6&4
4%
90.0
371
14.1
466
005
304
04.8
460
046
360
576
458
01.3
3W
61.6
4W
a0.0
368
432
450
60.0
SM
37.0
450
80.0
ON
i,!
466
80.0
3B8
06-4in
55.4
400
93.3
336
T1.2
40D
BOB
326
01.0
400
72.7
322
53.4
400
67.3
310
47.5
400
64.0
315
42.7
400
02.3
314
1.8
$13
30.5
400
81.6
31S
28.7
400
81.8
313
623
324
7b.0
276
51.0
324
57.5
270
44.5
324
51.2
281
3d0
324
400
200
946
321
43,9
257
31.1
324
AS0
236
0.5
253
22.2
324
40.6
253
10.6
324
40.5
253
53.8
204
57.4
252
44.8
294
49.2
248
3&4
291
43.0
241
33.6
294
39.4
237
29.9
204
37.1
23!
SO
294
=2
232
3.6
230
19.2
294
33.4
230
16.0
294
334
23D
46.8
2%
49.6
230
30.0
263
424
226
33.4
28B
37.6
221
29.2
288
341
216
260
268
31.6
215
214
268
29.6
212
0.0
210
18.7
268
27.7
209
14.6
208
21.7721n
36.0
220
37.0
106
30.0
225
322
191
25.7
225
2a.4
1811
22.5
225
266
185
20.0
226
236
1W
160
226
22.1
IN
jn4
0.3
10.8
176
11.3
225
t0.6
176
76In
30.6
2W
32.0
177
26.5
2W
27.2
173
21.9
2W
23.0170
10.2
202
21.6
167
17.0
702
19.7
186
15.3
202
16.4
1W
1a.7
15.9
IN
0.4
202
15.6
ioe
76M
26.3
1W
28.6
168
236
1W
251
165
20.2
1W
220
182
17,71W
1P7
109
157
5W
te,1
157
14.2
1W
1&$
155
15.2
EOi
144
160
a8
1W
14.2
150
90N
18.6
1N
10.0
128
15.4
144
$&1
128
001"
161
127
150
1*
TABLE 2B
AnchorC
ao Trible lba
Anchor Clip Patama
8ubabaw;
2.71; Conaew
3.5a Cw1o.
koft. Gmu
Fred CMU
PT
Mewl
Anelx Typ:
7/10EoUwam
1 114' EbU 9m
0/1V EW
uft
3115' Eloe kAlmm
114-ElaomAgg•OaW
NIC Ewe
Ulb¢m
W 88 Ewo
AppeGW
1110 61eel
8ueW (05)
a12 8w d
6ero• (65)
a12 Mimi
Swea (05)
Edge Mime liq
i'
2-112'
1'
2-1r!
3-10
1•
2.11E
1"
2.1R"
i
3-wr
r
cam
0.6P
0.
Embe•11aM NY.
i-Y4'
1.34•
1.V4'
I V4'
2'
1-114"
I.1/4'
1-114"
1-IIP
1.114'
1-114'
2'
I-wr
I-w
rAe!
2 Anohow l.76' M O CO.C.I St..
m 0ep1 QI (F . 71:
390
390 t o
450 Wa
B90 Wa
164 Wa
270 to
tW
3541M
7
3T4lba
601 le,9461
1 W&
442 lba
580
4 AIAl 1.IV Min. O.C. 18landwd
wOlwel aip(Fla. 2):
400 PA
7W We
WA
WA
N/A
WA
Milos
WA
WA
WA
WA
WA
682We
W5 Wa
11
4 Anc0w1 3' Min. O.C. /(2) 2a5 Angw p I Fg, 3):
7%lob
780 IOa
ON We
15M"
IOAO Ia
540 We
580 it
WA
7001aa
740 Wa
a0016e
1822 V.21D11
0a51be
11
2 Anohoro 9.47 Min. O.C. I U-0 , Ntd .12V AIM (Fig, 4 :
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
1
1 AroWI F-a Fig. 5y
1951Ea
195Ia
2251D!
445 Me
6221De
135166
140 tba
1771ba
370IN
167 Loa
3321M
4731Da
1P0 We
22116e
28010a
2Amhon 1.15"Min O.C.IF-a F ,8.
240 tb6
350In
WA
WA
NIA
WA
touts
NIA
WA
WA
WA
WA
N2M
500Ioa
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
(DP-) X / ANL mullGAY.'-'- -ANCHOR CAP.-
`MULLION CAP.,,•„,,,,,/
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TOM
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
EVIwillB
as Complying Fk�eAlp
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
-'I 1.000" I"'-
➢ailding Cade
Ac plmwNo / "p . AD It
Expiration Dalc )
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
➢y
FIGURE3:
MLwi t �
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-21
2.000'
1 I I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,
`� I/
APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
.375"
.• �t C .• P "�;,
FIGURE 4:
FIGURE 5:
FIGURE 6:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
1i ' 1\0. 50'705
•
YELLOW SOUTHERN PINE WITH AN SG OF 0.55• ALUMINUM SHALL BE 8083T5 AND SEA MW IMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
1' X 2" X .375" MULLION
_
•S
71
THE MATERIAL. #10 & #12 ANCHORS INTO WO D MAYBE STEEL. 18 8 S.S. ORNTO METAL SHALL EXTEND AT P410 B.S.CREW THREADS BEYOND
�,/ 6
�'. •�
F 41
A L CNN MIhh _ P.E.
FL P.E.# 58705
.. .. . . . .. .. .
. . . . . . . . . .
TARLF 3A
mullion Ce ac Tolle • • • •
Opaning Width (for vereca*6par99rtg
601n 60 In701n 50 in
mUllon6) orOpanl•g Ne1gM (1ora47� w np m •
Po In
100In
120 in
1401n
160 N
1%2.75x
3M
Reet4rgraer
Leading
Tnplw-v'
L.Ong
RecbrlpAer
L4adn0
TrepfllNrp.
Loading
Reotanprlar
loading
Tmp(Tdmg*
Lading
Reotengler
Lowing
TmpgftM.
Loading
Ractaspdr
Lowing
TrWTdwg.
Leedng
R4clenpAer
Loading
mprrdanp.
Loe.n$$9
Rae
Lse•rpr
�Loadip .
ReL enpdar
T�� .
RaL� r
T�� .
lliongg��g
�����'
a
•'
6��
d�
����
42in
170.0
020
170.0
435
170.0
7"
170.0
476
170.0
ON
170.0
On
170.0
WZ
176.0
619
170.0
i110
170.0
521
170.0
1240
V0.0
621
146.7
1304
170.0
$21
127.6
1301
170.0
521
111.6
1301
170,0
521
40 in
170.0
706
170.0
524
170.0
850
170.0
6e4
170.0
992
170.0
630
170.0
11J3
171.0
661
151.8
H39
170.0
en
136.E
1139
170.0
eeo
113A
1139
170.0
000
97.6
1179
N6.0
eeo
65A
1139
170.0
880
50.826 in
170.0
7N
170.0
66S
170.0
806
170.0
631
187.E
1032
IMO
064
148.E
1032
176.0
723
130.5
1032
170.0
747
117.4
1032
170.0
756
97.9
1032
170.0
760
63.9
1032
170.0
755
73A
1032
170.0
IN
54N
170.0
707
170.0
012
IVA
907
170.0
601
1352
007
164.7
730
120.9
007
152.E
720
107.E
907
145.0
714
96A
907
141.1
7f0
SOS
907
140.0
IN
69.1
907
140.0
700
60.5
907
140.0
709
60N
14t.1
7S5
164.E
62S
117.5
7J6
190.J
611
100.E
736
110.0
601
e02
735
100.2
690
70A
735
90.5
663
70.5
736
05.1
570
50.4
735
91.8
674
50.4
735
01.e
$74
44.1
735
91.8
514
63 b1
121.9
ON
130.0
570
101E
850
111S
557
07.0
565
US
547
70.2
eee
90.1
536
$7.7
60S
63.9
531
60.9
6S6
79.6
526
SOS
e60
73A
321
43.6
6S6
73.8
625
38.1
680
75.5
621
p
66N
108.0
607
1124
622
BS.J
607
80.1
511
76.7
607
63.0
601
00.2
007
77.1
483
55.0
1107
71.5
408
63.0
007
0.6
481
44.2
807
63A
476
37.0
SO7
02,7
414
33.1
607
62.7
474
1�7
1261
51.0
410
VIA
443
68.0
$10
73.0
IJI
55.3
10
64.3
426
51.0
610
57.9
OR
45.4
$10
53.3
413
40.8
510
50.0
406
34A
510
46.9
402
29.2
510
44A
399
25.5
610
M.3
3B0
761n
09.4
455
72.6
400
57.8
458
61.7
392
US
454
54.1
345
43.4
435
US
373
30.0
406
44.6
373
34.1
486
41.6
368
25.1
1 455
37.7
302
24.8
45a
38,0
350
21.7
456
35.7
355
78In
54.2
435
67.0
301
53.6
435
58.8
373
45.9
436
49A
356
40A
435
44.7
300
35.7
435
40.0
355
32.1
435
30.1
351
26S
435
34.4
344
22.9
435
3Z0
341
20.1
435
32.2
340
90In
41.5
327
43.1
200
34A
327
30.4
285
29.9
327
31.8
210
28,1
327
26.3
275
23.2
1"
25.7
271
20.8
327
23.7
208
17A
327
21.0
202
14A
327
19.3
265
96 In
207
35A
257
M.7
287
20.9
252
24A
287
25.0
216
2f.6
287
33.1
20
1
10.0.9
287
2
210
17.2
287
19.3
237
14A
267
18.9
232
We In
242
227
24.7
205
20.2
227
20.8
201
17.3
227
1 10.0
198
15.7
10.0
t95
Ill In2Z3
215
22.7
194
Will215
18.1
191
16.9
216
16.5
18e
120in
17.6
164
f7.9
187
Anchor
Capacltv Table Ib9
AnehorCll Pattem6
P
BabstmUr.
2.7k Corcrele
3.5k Oa .
I
Holm CMU
Filed CMU
PTVAwd
Mehl
AWW Type:
31W Eko IAbaeon
I- Ebo UBracan
5116• Eke
U1Ueeon
Y55' Ebo Ulbeeon
IN' Eko UW.m
l/Y BB Eko
AppeGelr
5/lr Elao
U9mcon
1/P BB Ebo
A90mOetor
610 Sleet
ecfew (05)
a1251"1
Soma (05)
M28tetl
.. SOS)
E Miame k
1•
2-1/A'
1'
2-1/2•
3-118'
1'
2-1I7'
1'
2.1/Y
2'
3.118'
r
0Ar
0.6P
0.324'
Em009meol N
1-Y4'
t-V4'
I-YI'
1-YP
r
1-114•
1-1M'
1-1/4'1.1/4'
i•114'
I-ve
2•
1Iva'
1AI8•
wafts
2 Ancipm 1.76' MN. O.C. 18
r OISMCIO ft, 1 .
390 M
39D qs
450 ba-I
59O ME644
0b
Ibe
JSI M
740M
3741b
6& la
91816a
M1 •c
4421b
560IW4
Andhra 1.1S MN O.C. I SLendard
(r OMI I9. 4
460 M
700 M
WA
WA
WA
3801he
WA
WA
WA
WA
WA
662 We
665Ib4
11201be
4 Anellors 3' Mln. O.C.! 2`5 N I (F1p. 3):
780 M
ISO M
wo be
I Ibe
540 M
6601be
WA
7601W
746 We
aMl Ibs
10B214e
852 Me
0851be
1120 be
2 AdMin. O.C. I U , NIo.12V Abm. FI9 4k
WA
WA
WA
WA
WA
WA
1UA
WA
WA
WA
WA
WA
NIA
715 M1
Anctwr! F 1F4. 5k
193 bs
195lbs
225106
445 Es
135 be
140 it*
177 M
3M M
1071ha
JS210s
473 M
170 M
221 Ib
280Ihe
2 Andhra 1.16'MN. O.CI F421 W,
7AOIbs
350 be
WA
WA
WA
WA
iB0 Joe
WA
WA
WA
WA
WA
341M
4421ha
580 bs
FIGURE 1:1[- FIGURE 2:
FIGURE 3:
Le 9 1 F 0 q I
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
% 1111 0 --1 H* 181
(:�_DCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
9m1.mVm liA7•gVll7 AVJU, IMCmr FV141aVLq:
(DIR- ) X / ANCHOR CAP.,,,,,,,, =ANCHOR CAP.,,,
MULLION CAP.,e,,,,,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT 1S LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 30t SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8053-T5 AND BE A MINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045^ THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as camplyiry wish 60 Flaft
Buildin0 Cede.,6-O ii8
\,\�t'o\Ai•....
••�1/(�1jG
. ��.. '•�1GENSF '•. F� i
No. 5B705 'Y /
S r
7A 4YI){�4f R\ P.E.
FL # 58705
01
TABLE 4A
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
•••
Aulllon Cg ae 7 16 a • • •
anlnp V16dth (for %morkal"paMrp
501n 6D In 701n 601n
mU6ors) ote0 nVg N61Ohl ( rr6r10 m I •
Po In fooln 120In win 140 fi
1X2.76x
AI50A III
RectsnWlar
tAs4np
7tay70rp.
t.oWlnplp
Reclarpdu
Imdnp
TnpiT4ug.
Ludnp
Reolent78v
Loedkq
TrspTdrp.
Iteclenplar
Ladnp
T•yYOenp
Loadrlp
ReclugmW
Loadtg
Twv/Usn6
WeALgro$•
iieolsq#v
Lesdng
TrepRdeno
L64ft
RenenWlr
Leaft
TIyJTINnp.
Wadep
Raokp4u
pRdsp.
tmft
ReawWly
Losdkq
TrefU7dsnp.
tOWno
MuNlonT
�
Wig.
��.
�
I
�
�
�
`$Losdrq
3
�a
�
��
��
��
�•
cif
�
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�
��
$Loeav
d
$
�'
�
��'
�
��
Itk
110,0
020
170.0
p5
170.0
744
170.0
17e
170.0
e60
170.0
60a
170.0
eVl
170.0
SIP
170.0
Ilia
170.0
521
170.0
1240
170.0
621
170.0
14M
170.0
521
158.7
SOU
170.0
521
196E
1020
170.0
521
161n
170.0
706
170,0
574
170.0
eso
170.0
50/
170.0
091
170.0
670
170.0
1133
170.0
601
1T0.0
1275
170.0
On
170.0
$417
170.0
NO
141.7
U17
170.0
680
121.5
1417
170.0
600
100.3
1417
170.0
660
50.82S In
54b
1T0.0
170.0
717
797
170.0
170.0
667
612
170.0
WILD
698
05a
170.0
170.0
671
60t
170.0
170.0
1048
Ilia
170.0
170.0
Bel
764
170,0
150.1
1105
1130
170.0
170.0
723
S03
162.0
133.9
1206
1130
170.0
t70.0
747
a37
1463
12DA
12e6
1130
170.0
170.0
750
850
121.9
fool
1200
1131
170.0
170.0
760
eat
101.E
86.1
1288
1130
170.0
170,0
755
601
01.4
75.3
1258
1130
170.0
170.0
756
081
60fi
170.0
88S
170.0
701
140.5
WS
162.9
Tat
1265
e16
114.5
746
109.9
915
182a
736
p7,6
015
123.e
720
67A
015
NO.S
720
762
016
114.4
715
62.0
91i
114.1
715
54.e
915
114.4
715
8Sfi
IS1.8
e70
161.9
7{0
126,5
a
138.9
664
105.6
0a0
1282
651
04.9
NO
lI22
670
84.4
630
INN
W2
769
$30
99,4
056
0.3
630
94.5
649
54.2
530
94.1
649
47.4
830
04.1
649
001n
132.1
757
140.0
060
110.0
757
11eA
%a
04.8
757
10.9
0 4
02.6
767
061
614
73.4
757
0P.1
WB
NA
767
$4.2
600
55.0
767
76.0
593
47.2
757
70.2
68t
0.3
757
76.2
591
72M
101.7
830
106.e
662
a4.6
a"
01.0
60
727
6W
10.1
WO
03.0
030
72.2
521
58.5
$W
88.5
61{
S0.9
• 63e
a2.3
506
{21
696
57.3
500
36.3
e7e
563
407
glb
636
55.2
197
781n
671
90A
498
72.1
571
76b
4N
71
07.4
Q9
01.1
671
BOA
471
41LO
571
55.5
484
43.2
571
111.6
460
30.0
571
47.0
451
80.9
671
44.8
447
27.0
671
44.5
446
781n
90.6
60.0
542
13.1
474
00.T
542
70.6
465
67.1
542
02,1
456
50.0
642
567
449
44.4
542
51.0
4Q
40.0
542
41.5
437
33.3
542
42.0
429
20.6
542
40.6
425
25.0
542
40.1
423
go In
62.1
107
Sa.7
301
43.4
407
4SA
365
37.2
407
a9.6
749
D2.6
107
363
9q
20.0
107
32.1
330
26.0
407
29.0
D34
2L7
{07
25.1
327
18.6
407
24.1
322
18.3
407
23.0
3f0
00k
tODN
420
70,1
350
203
4{.1
a0b
920
255
35.6
26.1
aye
2e3
87.2
26.0
31f
2A1
aO.J
21.6
33e
201
30.4
22,5
300
247
26.e
18A
ase
283
28e
lee
904
244
23.0
167
350
283
2e.1
16.0
300
210
2I.6
16.1
3S0
1a3
24.0
16.5
208
237
17A
756
21,0
280
1Sb
gse
162
264
111 n
27.6
287
28,3
241
23.1
2a7
23.0
2a6
10.6
207
20A
235
17.3
207
1eb
23I
164
267
I8.6
22e
TAR[
f10k
F AR
22.0
220
72.3
200
t1.a
229
te.e
ZO5
MT 1
220 1
16.2 12D2
An
bor Cdoacltv Table b6
&AStrals'
2.7k Ocmrets
35k Cone.
H.110. U
Fltad CMU
PT Word
MNa
Amha Ty00-.
Anchor Clip Pattern*
3110' Eko
Ullnean
1N• Eko
Uerecrn
te16• Eko
y18' Eko
U6ruon
III• Eko
U6r-
I/V 89 Eko
51W Eko
1M• 58 EM
#10 Steal
012 8urel
#129ted
Edps Olsgme
2-12
P
ulvmw
AN.06Wr
ultm.
AomG"
S.,(135)Smw(05)
Sc"(051
Embeder6 ):
I-V4"
I.W.
1-314'
2-I1r
1414•
3-1/6'
r
1'
2-1/2'
1'
2-
r
3.9Y
r
0.4r
0.54"
0.331'
2 Am6as @ 435-Mln. O.C. I kndlyd a ff , t):
390 9u
3901b
450Ib
600
1-VP
1.1N•
1-,M'
1-fq'
1.114•
1.1H'
r
iJ16'
13/C
Wks
4 Amhas@1.tY MM. O.C./9kMrd (a 0es0 upffq. 2)'
IeO lbs
TOOIb
WA
be
1644 6a
MAW
2801bs
554 ft
7401W
3 41b
WN
9181M
34 •s
4421b
5801b
4 AmMn @ g' Min. O.C. r f212a5 Arge a" / ff . 3):
78010e
7So W
no rag
WA
,SOO lla
WA
1690 Iba
WA
3601b
WA
WA
WA
WA
WA
682 •e
31
1120 t1q
2 AmhOrs@0.46•Mfi.O.C.l Upip, Into. 125^Alsn,(Fq.ID
WA
WA
WA
6401bt
6801M
WA
7601b
T461b
$801b
15921b
O671b
1120 We
116
1 Argba I FC ff 5R
1951bs
195 Ns
225 am
WA
445 Ds
WA
622 roe
WA
135 ka
WA
WA
WA
WA
WA
WA
WA
•s
2 Amhon 1.tY Min. O.GI F{4 . 6 •
240 Ns
6501bs
WA
WA
WA
1401bs
1771A
7701;
157 Ibs
9 Ib
47] Ibs
1701b
2211b
2801b
NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR
PATTC-
--.
a.,n.,..e....
„..
NIA
1901Ds
WA
WA
,
WA
WA
WA
Mt ks
4l21b
580 Ws
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4:
FIGURE 5:
FIGURE 6:
•• �� - -11. F,�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
(DP.)X MULLION -ANCHOR CAP.,,,,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8•. #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S.
1' X 2.75' X .e5(r MULLION
PRODUCT REVISED
m complying with Wo Flail\
Duildhr4 Code w.4b Y.1il. C13
Acc<rAMm No
Eapira,i0n Dale )$G9 �
` �� `1GENSt •.'Q
;:. N..58705
,A)S'AT-OF.w
`,,, �o+•any- 11,; ,
`14111�t�'
A. LYNN MILLER, P.E.
FL P.E.# 58705
.. .. . . . .. .. .
TABLE 5A
MuNlon Capacity T. • • • •
OPoninp VWdth (for ver5ra*speru ng
mU6ans) or Sperling Height (Mr zy 1p ng Mk#&l•
SO In
OO In
701n
80 in
80In
tODin
1201n
1401n
160 in
Vx3.126•'x
RactaWw
Lowing
I nwTkno.
Loadrlg
RL..4.Aar
Loafing
ilan9.
Tr Lcedlp
Reotangt4.
Loadng
1Wdeng.
LoWng
Radar
wW
Loadng
Tracy lma%
L-**
Rwtagd•
Loaft
D WTdang.
R40Angdar
Laing
TmWTAu4
RWmg5lar
Lcadng
'nwTdeng.
Loedn9
Rectangular
Loadno
TupM.Ap,
Rectmp4er
Loafing
Tra"wo.
Loa**
.5001, Alum
Tube Mullis
��
Gi
�'
II
��
��"
�
�
11l
�>a
oil
�
!�
�
yiLAWm
B•
�^
�
��
YpLoadn0
3 •
�
��
g
+�
glLaadN
!r
B�
421n
170.0
1 020
170.0
435
170-01
744
1 170.01
476
170.01
Epp
1 170.01
We
110.0
0e2
17col
519
170.0
1,lei
170,01
521
1170.0
1240
170.0
521
170.0
1486
170,0
621
170.0
1735
170,0
521
164.4
1002
170.0
621
45In
170.0
700
170.0
524
170.0
050
1700
W4
170.0
992
170,0
839
170.0
1139
170.0
651
170.0
1275
110.0
677
17D.0
Ull
170.0
680
167.7
1577
170.0
680
135A
1577
110.0
86D
110.2
1577
170.0
M
60.826h
170.0
747
1700
563
170.0
696
170.0
631
170.0
1040
170.0
664
170.0
1105
170.0
723
1700
1315
170.0
747
170.0
1494
170-0
766
141.7
1495
170.0
7511
121.E
1495
170.0
756
100.3
1495
170A
766
64 in
170.0
797
170.0
012
17oA
see
170.0
Gel
170.0
1110
170.0
764
170.0
12T5
170.0
SM
164.1
1401
00.0
837
140,E
1401
$70.0
5W
124.5
1401
170.0
001
105.6
1401
170A
881
03.4
1401
170.0
401
EO In
170.0
886
170.0
701
17110
1053
170.0
707
158.S
1166
170.0
475
139.7
1156
167.0
On
123.3
1155
160.E
017
111,0
1158
140.7
010
02.1
1166
144.5
003
76.3
1156
IM,5
903
80.4
116p
144.6
003
63h
170.0
D3D
170.0
745
150.0
1049
170.0
050
137.0
1040
05.5
M
119.8
1049
141.7
50
100.5
1040
132.0
a*
25.9
1010
125,6
826
70.0
Will
119.3
020
See
10411
IWO
61g
We
1049
11.9
519
0010
105,8
055
170.0
709
130.0
065
151.3
804
1/g.1
055
133.7
786
104.2
05
12t.1
775
92.0
VA
112.6
786
83.4
O55
10&4
167
60.5
955
90.5
749
59.0
00
08.7
748
52.1
OMS
96.7
748
nin
1245
803
134.9
097
OLD
607
114.11
U2
81.0
SM
101.1
070
60.3
603
912
850
7IA
803
69.0
849
84.2
003
78.0
$42
53.6
803
722
832
45.0
603
69.8
628
4al
803
V.7
027
781n
721
t111
62D
01.0
711
07.0
610
18.0
711
06.1
605
68.3
771
70.5
595
60.7
721
70.1
NO
54.6
721
65.4
570
43.5
721
50.4
See
30,0
721
50.8
W
34A
721
50.1
563
78 h
S14
105.4
509
84.2
884
Sal
587
72.2
ON
76.4
570
87.1
664
70.4
567
561
654
64.4
558
50.5
684
60.0
651
42.1
511
54.1
541
38.1
664
51.3
538
31.5
8M
SOA534BO
n
F1000.2
614
8i.0
ISO
6L0
614
57.3
M6
{7.0
614
60.0
MO
11.1
51{
4/8
4]3
38.6
29
27.4
611
39.0
112
2J.5
51/
30.4405
20.0
64420.0
403
981n
4%
55.7
404
45.2
452
47.0
306
38.7
452
40.0
300
SSA
452
38A
J84
301
27.1
22.8
452
20.6
1G6
IDA
452
24.7
M
16.0
452
22.6
355
106h
157
38.0
722
]L7
767
]27
J1T
27.2
367
2DA
312
Zd.B
3S7
252
3011
2L1
*20
%0
M2-
15.9
357
18.0
203
13.6
357
10.2
207
11.0
347
15.0
283
111 h
35.1
3J8
35.8
308
20.2
336
30.1
701
i6,0
130
i6.1
206
21.0
338
23.1
2e2
19.6
17.5
Ile
3-
166
278
12,6
938
14.8
273
11,0
338
13.0
250
120In
27.7
219
26.2
M
23.1
28e
23.7
259
19.8
280
20.5
255
17.1
28B
1.1
252
18A
111)
11A
2S0
12.6
T10
0.0
289
11.4
236
6.7
260
10A
232
AIII
orCe eG T@ble 9m
An0h07Clip PelMme
2 Anc7gs d.78' MIA O.C. / S
subsume:
2.7k C=
03k Cmt.
cmu
FNMCMU
WooO
Mdal
S116'EIGO URwcm
111•Eko UllratM
SII(r Elco
Wiftan
S'1s" EIt9 Uorw.m
114•ExOUmecan
1/!• 83 Ek
Agge�dor
5ne Ek0
U1twon
114• SS Eire
AggmGdor
010 Sled
Sc10w(Q5)Screx(G5)
III Real
M2 Steel
Suwl(G5)
E nslame
1'
2.11T
1"
2412'
3-10
t'
2.117
1"
2-vz
z
SIf9
r
0.46•
a5d'
D.3u•
EmisdneM n
a.rd w.81 1
13I4•
3001D5
I.J14"
3 to
I -VA,
46D es
1.Ve
No to
2"
16" me
1-114-
270 Oa
1-td'
260 9s
1-1/41
851 CS
1.11r
7401tS
1.114•
J7/ ws
1.114,
664 Im
z
1.39•
Da
t.aa•
auras
1 ArcOara ®1.154 Mm G.C. / Stamen/ (or o") Cop Me. 2)
4 Arch0 . 9' M61. G.C. / 216 A I
9 Arc1101e 0.46•Mh O.C./U•C1p,IM0.129 Alum.(F
45) fall
75O ID!
NIA
700 is
7BD os
WA
NIA
fi0p lbs
NIA
WA
16E0 Iha
WA
NIA
1896 W3
NIA
NIA
5401s
NIA
30D •e
See Ce
WA
NIA
NIA
NIA
NIA
76010e
WA
NM
748IN
N/A
WA
66010a
WA
WA
1802105
WA
682es
682 ms
HIA
88510a
am I
WA
1130 6s
112D Its
1073 08
1 Arclprl FL
195 b
105 k0
6Ibs
446Ibs
522 ffa
195•s
140 to
177 DS
S/Olbe
187 W3
932 i0e
d73 to
1 OM%
221 IM
0IDs
2 Andras 01.15• MIn QCJ f pY
NOTE' POR TWIP n-= - 10 n
240 Es
350.a
NIA
WA
NIA
NIA
100 is
NIA
WA
WA
WA
WA
94110t
421�
!7,'0 qs
(OP•")X MULLIONCAP.,,,,,,ti =ANCHORCAP.-
USE THIS FORMULA TO ,OBTAW THE"ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE I:
•
�,.,...,....,,,UHUR VALUES no i HE a l mrtw cu wv.
FIGURE 2: TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SE£ SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
h 1.000"�
PRODUCT REVISBD
as c0mplyin8 W M she Fjb"
Aaceptanm N0 CQ-b 21$"03
8 iret'oODal. 7D2t
By
Mi Dade Product
1t1111111)l]
FIGURE 3:
FIGURE 4:
•
•
•
•
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 5: FIGURE 0:
•
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 0003-TS AND BE A MINIMUM OF .125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
3.125"
•
_ '500".
'..
1"X3.125•X.5"MULLION
(1' VF MULLION)
\ y IT /
Lim .......
,` \ �,,-'oCU'NSf,
= `{'• �k
• ?: Nu. 56705
a -
-O '. �j�Ib-filj•
%?� •'. 111
�(�"�'• y1At[ F •'�,�
•• F(OR50�'• • CJ
�� �� • • • • • • 1\ .,
I71SSI0I `) ��- ��.�•
A. LYI�NMll LER, P,E.
58705
.. .. . . . .. .. .
. . . . . . . . . .
TARI F NA
etuillon Capacity Tait I • • • •
Opening Width (for velHce67-speMng
muillons) or Op•nhtf Heigh m11
60 in
"1n
701n
801n
00In
WDIn
WO in
1401n
IBO In
1 x 4 x .125
Reeteniana
LoadkV
Trep/Tdwg'
Loading
wwn•lar
L zo
TfWTeang.
Loading
Raelanguler
fogn9
TraplTd•g.
Loadng
ReUer19Jer
Loading
Trsp/rdenp.
Loading
Realeapuler
Lading
Trey MNV.
a
Lading
R..UngWr
Wading
Trap7Tdang.
Loading
R.WVIr
Leading
TreprTdang.
Loading
Reetangul r
Lading
Traprrdarg,
laeding
Reclm•alar
Loading
T,&Pmwv
Ladin9
Alum. Tube
Mullion
q
!�
3g
a
qy
gg
g}
yg
421-
170.0
620
170.0
435
170,0
744
170.0
476
170.0
866
170.0
6"
170.0
992
174.0
519
1780
1116
170.0
621
170.0
1240
170.0
1 W170.0
1468
17ao 1
621
145.8
14891
170,01
521
127.6
1489 1
170.01
821
44In
170.01
706
170.0
624
170.01
850
170.0
504
170.0
992
170.0
e00
170.0
1133
170.0
661
1M.0
12751
170.0
din
150.3
1303
1170.01
080
130.3
1303
170.0 1
No
111.7
1303
170,0
60
97.7
1303
170.0
080
50.025 In
W0.01
747
170.0
553
170.0
896
170.0
631
170.0
1046
1711.0
$64
170.0
1105
170.0
723
156.1
12351
170.0
747
140,E
12351
170.0
750
117.1
1235
170.0
1W
100.4
1234
170.0
756
67.6
1235
170.E
750
"In
170.0
79A
170.0
612
170.0
966
170.0
691
170.0
Ills
t70.0
754
154.4
1158
170.0
a03
137.2
1158
170.0
637
123.6
1150
IMA
056
Ing
1168
170.0
061
06.2
1168
170.0
061
77.2
1168
170.0
051
801n
1704
686
110.0
701
181.7
1042
170.0
707
142.0
ISO
I81.1
832
125.1
1042
148.7
$15
ttt.2
1047
13a8
001
100.0
1042
1=2
701
$3.4
1042
125A
102
71.5
1042
125A
762
1042
1261
702
11In
170,0
930
170,0
746
161.2
992
163.6
a14
129.6
992
A4.4
709
1tSA
902
13t.0
782
100.8
992
IVA
768
90.7
092
114.E
758
75.8
992
106.4
745
84.8
9e2
105.0
744
992
108,0
444
56N
166.1
017
570.0
7K
137.6
947
146.0
786
110./
947
1bA
766
103A
90
117.7
762
91A
917
108.7
798
62.7
947
102.2
777
66A
917
93.1
713
30.1
947
94.0
711
947
94.0
711
72In
135.0
$49
142.7
737
1132
849
121.0
722
07.0
049
t0a9
706
54A
So
944
006
75.5
840
66.7
eee
67.0
646
62.7
670
56.6
$49
76.3
659
48.6
849
rL5
6M
[42
1
n.4
65,
Min
116.E
762
120.7
865
90.3
782
102.8
60
62.5
762
00.0
640
72,2
782
80.0
629
$4.2
782
74.2
No
$7.6
762
69.2
613
46.t
762
62.8
002
41.3
762
69.6
507
742
59.4
69670
N
106.9
724
111.4
634
00.0
724
94.e
621
76.3
724
92.9
609
06.0
724
74.4
digs
50.4
724
WA
691
53A
724
63.4
553
41.5
724
57.3
673
38.2
724
54.3
507
724
63.5001n
69.6
643
71.0
483
60.0
543
00.7
474
0.7
W
52.0
460
43.5
543
47.1
456
386
613
428
452
34.8
60
30.6
448
29.0
843
34.9
Ne
24.6
543
32.1
430
50
30.7
426
00N
$7.3
478
48,9
427
47.6
474
40.7
419
40.0
478
43.2
412
35.8
478
36.6
408
31.0
478
34.6
400
2&7
478
32A
396
23.0
478
2&1
366
20.5
478
25.6
380
17.9
478
24.2
376
106 In
40.3
371
41.1
441
33.6
377
34.0
336
28.0
3n
30.0
330
25.2
377
20.6
325
YL4
377
24.0
321
20.1
3n
22.0
317
16.8
377
19.0
!10
14.4
377
17.1
304
III In
37.1
057
37,6
323
bA
357
31.6
Ste
20.6
761
Z7A
913
23.2
357
24.4
300
20.6
367
22'a
305
10.6
357
20.1
391
i6.a
357
t7A
211
120In
20.J
306
29.1
279
24.5
Us
25.1
274
21.0
J06
21.7
270
1aS
308
/9.Z
267
18.J
306
17.3
283
INN
17.0
212
17.2
106
Anehor
aW
Table Ibe
AOCIIor CN Patterns
P
BuOet•le:
2.7k Cononds
35k Caro.
I
Hollow CMU
Fined CMU
P Vrood
Maw
Type:
3118' Eka Ulueaon
1/1• Eko Ullrroon
dills' Eke
Ulbacon
Y56' Eko Ulreca
1!d• Eko Unecan
114. 66 Eko
Agaaealor
511C Elw
Ullraoon
I/C 38 Eko
A004461a
4.0 B1'.
earew (0!)
012 Steel
Solow(05)
412 Sled
80rew(G5)
E Distance(Nk
1
2.1/2'
1'
1 2.10
3-wr
1•
1 2-112'
1'
2.1/2'
7
3.118'
2-
0.40'
0.64'
0.324'
Emtxdnnt(Nk
1.314'
1.314•
1,314'
1-3N'
V
1.1I4•
1 MW
i-ve
I 1-lle
1-114'
1-1A'
2-
1818•
f-w
.nine
Anotan 4.76' MN. O,C. f Bt
--- 18 k
100 ba
390 be
450 ba
09011a
15441G
270 We
280lbs
354 Ibe
740 be
374 lbs
"'I Ibs
940 9N
141 be
4 22 a
ba
411 O 2.2Y MN. O.C. 161x1d•d (a Obet) C1p ffq. 3):
700 We
700IN
580 Ibs
14101M
962 ba
WA
6501bs
WA
630 h
WA
0001a
WA
02 ba
6651be
11Z0 M
B Anttant 1.fY MN. O.C.I BIanO•d (or06se1 C9 .4}
9801W
14001b
WA
WA
WA
WA
7601a
WA
WA
WA
WA
WA
1363 We
17701M
2240 be
1 Arohws S Mln. O.C. / 205 Cp 1 . Sk
780 be
780 b
8001ba
5660 We
1808 gas
MO list
5001be
WA
760 We
7461b
8501be
1892The
6821a
us la
11201bs
0 Anchors a 3• Mln. O.C.1 20 / . 6):
11701W
1I701W
1020 be
2340Ito
2544 ba
I B10 M
NO The
WA
1140lbs
I 1122 Ws
1320 the
2538 I W
1022 We
1327 ba
low W.
I Anch= g 0.45• MN. O.C.1 UL(p, NW .12W Ahen. (Fq. 7k
WA
WA
WA
WA
WA
WA
WA
WA
WA
111A
WA
WA
WA
NIA
14b Ibs
2AMhus ®2 2S MN. O.CI FLU (F19 Bk
3501De
1501a
290Ia
7051W
470 no
WA
25010s
WA
315 be
I WA
4401be
WA
341 b6
4421b4
580 In
1 Aroltaa 1.15'MN, O, C/F.Ciq q. 9}
480 Wa
700 We
WA
WA
WA
WA
360 The
WA
WA
WA
WA
WA
6B2Is
8851he
1179 be
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:
• • • • • • • • • • • •
• • • • • • • • • •
FIGURES: FIGURE & FIGURE 7:
• • • •
ANGLE CLIP (FIGURES 6&6) MUST BE USED IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(Dp a) X /ANCHOR CAP.,,,,,,,,, j ANCHOR CAP.,,,
`MULLION CAP.,•,,,,,,, J
USE THIS FORMULA TO OBTAIN THE *ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125• THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 1&8 S.S. OR 410 S.S.
1.000• r
4,000'
�.126'
1•X4'X.125
MULLION
PRODUCT REVISED
as -plyins with the Flotilla
Building Code
Acaplance hle)(P-621$• O
_ NNo.550705
a.
A. LYNN iALLER, P.E.
FL P.E.# 56705
TABLE 7A
. . ••• • . •••
.. .. . .. . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
• • • •• • • •• •
Mulllo Ce cl Table Ibs7Re • • • •
OpeningWMth(torllereca*eparlA
ffMi o)orOpent Iph (7 hommnlal rinl mU9on5)
NN
$01.
7014
80 k1
to In
1001n
1201n
140In
160 In
1 %4x.376
AIUm.Tube
ReoWrgdv
I TwffknO.
Reotan0uly
Ladng
Tw0llarl9.
I.W kga¢q
Reowgular I
LoedNp
Traprrdmg.
Reatan0uly
t.oedn0
Mq Mane.
LaW'nng
Reotni lar
L.1.0
Reprill m.
Loedny
RaolmpNer
Lwdng
Trap/Tdmg
Leahe
Rw4npuly
Ladr4
TreplTrNng.
LosdnO
Rectwo
Lmdhe
TrepfTi{en0.
Loa*g
Reetvlpuly
Lwdine
'Irwrd t
laadn0
D b MUl
'gD$beMp
.1
11
yD¢Loadna
1
11
if
il
if
11
.11111
yDaL.ad'nng
if
I
I '1
4. 1
if
Rill
M
p.
fi
11fill,fill,lilt,
42N
170.0
On
170.0
435
170.0
744
170.0
476
170.01
NO
1 170.0
508
170.01
002
1 Woo
5t9
170.0
Ill$
170.01
521
170.01
1240
170.01
621
17to
14aa
170.0 1
521
170.0
1735
170.01
521
1170.0
1203
170.0
521
481n
170.0
1 706
1 170.0
524
OVA
850
170.0
6B4
170.0
992
170.0
ON
170.0
1133
170.0
651
170.0
1275
170.0
677
170.0
1417
170.0
ON
170.0
1700
17&0
660
170.0
ION
110.0
ON
151.0
2024
170.0
650
60.02S In
170.0
A7
170.0
663
170.0
618
170A
631
170.0
ION
170.0
M
170.0
1195
170,0
T13
170.0
1345
170.0
741
170.0
1494
170.0
Me
170.0
1793
170.0
758
150.0
1019
170.0
758
IWO
1910
170.0
7N
64N
/70,0
707
170.0
612
170.0
956
t70.0
691
17l)X
1110
170.0
764
170.0
1275
170.0
W3
170.0
1434
170.0
837
170.0
1594
170.0
$58
150.9
1709
170.0
061
137.1
INS
170,0
661
120.0
1700
170.0
$61
NN
170A
a86
170.0
701
170.0
1053
170.0
707
170.0
1240
$70.0
676
170.0
1417
170,0
044
170.0
IN4
170,0
ON
168.5
te1O
170.0
1033
120.8
1619
170.0
1003
111.0
ISO
170.0
1063
97.2
1519
170.0
1053
63N
170.0
030
170.0
745
170.0
Ill$
170.0
8N
170.0
1302
170.0
240
170.0
1446
170.0
1-014
155.7
16/2
170.0
1976
141.0
1642
170.0
1122
117.5
1542
WOO
1158
100.7
1542
107.0
$167
earl
1542
IVA
1157
g
06in
170.0
974
170.0
789
170.0
110
170.0
WS
170.0
1304
17oo
1002
IN.0
1472
170.0
ION
142.e
1472
166.8
1148
128.6
1472
15SA
1130
107.1
1472
147.8
1100
01.5
1472
446.0
1104
60.3
1472
14&0
1104
JT$0
'121n
170.0
IM
170.0
076
170.0
1275
170.0
IWO
160.0
1320
10a2
1104
1320
I=
149.9
1062
117.3
13m
137.0
4060
105.0
1320
120.0
"49
$to
1320
117.0
1024
75.4
1320
1126
1013
$5.0
1320
H2.5
t012
AS In
170.0
1122
170.0
937
149.E
1164
150.4
1013
128.2
1154
130.0
094
li2.2
1184
125.7
976
99.7
1164
115.3
964
00.8
t164
107.E
952
7l6
1184
07.6
W5
64A
1184
93.1
927
5&1
1184
023
926
701n
150.1
1124
$70.0
057
136,4
1124
147.0
90
114.6
1121
120.8
947
103.8
1124
115A
631
92.3
1124
105.8
618
63.0
1124
96.5
ON
89.2
1124
00.0
WO
52.3
1124
5L3
891
51.9
1124
$12
876
001n
10a1
844
111.6
760
10.1
$44
OL3
730
77.2
0M
62.1
724
$7.8
844
73.3
712
60.1
S44
00.6
702
54.0
0"
41.4
893
45.0
844
54.2
676
26.6
644
50.0
O69
33.6
0W
47.7
042
96In
69.1
742
91.5
661
74.2
742
77.2
552
1&0
742
67.2
641
56.7
742
50.8
631
40.6
742
64.1
622
41.6
742
40.8
e14
37.1
742
43.5
800
31.8
742
30.8
500
27.8
742
117.5
664
login
02.6
NO
03.0
530
52.1
ON
53.0
621
4/.7
NO
45A
513
39.1
566
41.4
506
34.5
NO
37.3
49e
26,1
00
29A
481
22.3
51S
20.6
472
Its
Sao
24.7
408ill
In
57.8
565
66.6
N3
48.0
555
49.6
495
41.2
NO
42.0
487
36.0
655
39,0
460
32.0658473
24.0
05
27.1
467
20.0
565
24.3
Ng
16.0
5"
22.4
442
Imin
46,e
476
164
133
3e.0
416
S0.0
128
32.6
475
33.1
4m
26.6
475
29.8
414
26.3
M�M34.2
19,0
/76
21.1
395
1e3
176
10.7
J67
14.3
476
17.2
381
1" In
26.4
330
20.7
305
72.0
330
22.4
301
16.0
SN
10.3
207
16.5
330
17.0
293
TABLE 7B
An
hor Capuft Table Ibe
Subalrale:
2- k 0=n1le
3.5k Cana.
1 HOW CMU I
Filled CMU
PT Wood
Metal
AnchorClipPatterne
Ara:hOrlypR
3/IB'EbolAVaoon
111'EboUBreem
5/16' Ebo
UOreeon
3116'EboUlVaoon
V4'fkoUarmon
VV 88 Eb0
A99roGalor
Wir E1ook
Ullman
NIO BIN]
BanAv(OS)
012 Sleet
S."(05)
NI28led
SOMW(05)
Edge DbImH(N):
1'
2-1/r
1'
2.17r
3-1/v
I'
2-1/r
i'
2.1Tr
2'
S113"CA'
o.5/'
0.3W
Embedment ):
1-/4"
I -VC
1-3/4'
1J4'
r
1.114,
1-1/4'
1-1/4'
1.1/4'
1.114'
1-114'I-wr
1JPo"
wrlea
2 Anolkka�1.75'MN. O.C.I SUnd•dv
Ol•N Wffq. te2k
3 Ihs
7901M
/N eh
BBOM
1844
2701he
2N 1M
R•
7101b6
741b
Im3/1IW
4421be
5601W
4 Anchom 2 2 25' Min. O.C.1 Slandvd
(v O64en Clip (Fig. 3k
700 •s
Too Iba
580 be
1410lbs
052 •e
WA
5N lbe
WA
630 m6
WA
8N The882
li s
6651bs
1120Mhom
aI.W MN. O.C. /Stndmd(vOher) C9pffq.4k
9801Df
1400lbe
WA
WA
WA
WA
7N Ibe
WA
WA
WA
WA1353
M
1770 1h
2240 bs
4 Anchors r MIA. O.C.1(2) 2e6 Angle COPS I (Fig, 6Y.
1m 6a
7601M
NO b6
1560 lba
1aN MI
640 ge
6N lbe
WA
7601M
74e he
8001be
692 N.
Be51ba
ttm 9•
S Amhws G r Min. O.C. / (21215 AI 0& CYpe / (F g 6):
11701b6
WOW. W.
10m P.
23/01be
2911 Ibs
810 bs
B401ba
WA
11401bs
" I.
13N 1»
NIS Ibe
1022.6
1327 f
To •e
1 Ancl•n ®0.15" MN. O.0 / U12p, N110.126" ANm. (Fig 7L
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
I WA
WA
WA
1430 W6
2 Anchm 2.2V MN, O.CJ F12q IF I BY
3N be
3N •1
2901W
705 b
47a U.
WA
2m •6
WA
315 rA
WA
4401b6
WA
341 ge
442 The
5e0 b4
4 Anmgt 1. 16' MN. O.C.1 F42 (F10. 9k
1 400 lb6
1 700 a6
WA
WA
WA
WA
3wwe
WA
NIA
I WA
I WA
I WA
1 552 FA
1 085 Its
1120Re
iv r F. rwn THE OFFSET CUF, USE I HE SAME ANCHOR F'A I I E111V AND AP CmK VALUtS AS 1 Fit
FIGURE 1: FIGURE 2: FIGURE & FIGURE 4: FIGURES: FIGURE 9:
• • • • • • • • • • • •
• • • • • • • • • •
FIGURE 6:
FIGURE B: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST
BE USED IN PAIRS,
CLIP,
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP_) X ANCHOR CAP.,,,,,,,,,, =ANCHOR CAP.,,,,
MULLION CAP.,,,.,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION, IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE -
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25" THICK AND A38. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 012
ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
DI
PRODUCT REVISED
u1 -plying wish Ow Florida
B"""a Code o218,0
Aceeplenee W � 5 3
Elpiml�pn Date�a021
LYNN 41/q/"i�
� �� •' •�\GEh15F." 9
Nu. 50-105
glr.l.' 1-- '\'
.
A. LYNNIMILLtfi, P.E.
FL P.E.# 58T05
TABLE 8A
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
• • • •• • • •• •
M.QC1kj&cItV fable
Opening Wltlth(for ver9call/-Spar#Irl
Mull4s)orOpening0i•IpM(forhorizw"6yepardimpmullions)
50 In
Go in
701n
80In
90In
loo in
120 in
MO In
16o In
1.25" x
3.188" B
RaclangWW
Lead'r19
hep/id•p.
Lo+Brq
R6ot outer
Loadn9
TnprMang.
Ladbg
R6cterrgWu
L;etllnp
Trep/ .M,
Loe•np
Reelanplly
14+•n0
Tm rls�.
Loedn0
Redavolu
L."no
hepriNary.
Loe•ng
Reelenpllu
Loe•np
haprrdar4
L4•dn9
Reoten0,4er
Loe•n9
Trap/Tdeng-
Lowing
Rectano
Leering
Trepnderlg.
Loaefng
Kwano166r
lm4hg
Tnplhleo0.
LoatlYp
Tub* Mull
�
�
�
�
�
•
� •
A.
_
•
•
_
Ji
_
I I
I 1
_
&
11
L
o
421n
170.01
620
170.0
435
1ra0
1"
170.0
474
170.0
an
170.0
606
170.0
02
tra0
619
170.0
1110
170.0
521
110.0
1240
170.0
521
170.0
1480
170.0
521
170.0
f735
170.0
521
151.E
1769
170.0
521
K In
170.0
708
170.0
624
170A
M
170.0
584
170.0
992
Ind
63o
170A
1133
170,0
bt
I70.0
1275
17o.0
err
170.0
1AT
170.0
000
154.6
5516
170.0
680
132.7
1540
170A
680
116.1
1546
170.0
600
50.025 In
170.0
747
170.0
653
170.0
695
170.0
631
1T0.0
1040
170.0
684
170.0
1105
170.0
723
W0.0
IM5
170.0
747
107.0
1460
170,0
750
16.2
1466
170.0
756
119.3
1466
170.0
756
104.4
108
170.0
7M
64 In
170.0
797
170.0
912
170.0
1156
I7o.0
601
VDA
1116
170.0
764
17&0
1276
170.0
9M
/63.1
1378
110.0
$37
1460
1378
170.0
856
122.3
1376
l7iii
801
104.E
1376
IT0.0
861
91.7
1378
170.0
061
60 In
Iraq
$45
ira0
701
170.0
1093
Iran
707
158.9
1150
170.0
878
13060
1150
167.4
030
123.E
1156
156.6
Bit
111.2
11511
150.0
012
22.7
11118
144.4
905
79.4
1156
144.5
905
09,5
1154
144.8
gab
83 m
170.0
930
170.0
745
100.1
105I
170.0
VA
137.2
1051
155.0
882
120.1
1051
142.0
848
10&7
1051
132.3
537
911A
1051
125.7
830
80.1
1051
119.5
822
60.0
1051
119.1
521
$0.0
1051
1191
821
661n
167,1
957
170.0
760
139,3
957
161,E
W6
111.4
957
134.0
790
104.4
067
121.0
777
92.8
167
112.E
767
83.6
057
106.E
760
$0.6
957
1oo.0
150
69.7
937
04.9
748
52.2
951
08.9
746
721n
120.7
404
135.2
608
107.3
004
116.2
664
91.0
004
101.3
671
00.4
604
91.4
000
71.5
W4
64.1
KO
o4.4
804
7&0
643
53.e
804
723
433
46.0
804
69.9
e29
40.2
904
66.8
626
751n
f00.4
722
t14A
630k2U.3
722
97.2
616
78.2
722
05.3
60e
68.4
722
75,7
696
$0.0
T22
70.3
50
64.7
722
05.5
50
45.6
722F33.1413
39.1
722
06.7
WS
342
722
66.2
564
791n
101.2
685
105.E
000
05
$0.6
588
72.3
60
78.5
577
03.3
605
70.5
668
58.2
685
64.5
500
60.5
605
60.1
553
422
005
38.2
05
51.4
637
31A
60
60.7
656
00In
GSA
515
68.0
457
5IS
57.5
440
47.1
515
50.1
441
41.2
Bill
44.7
434
36.6
615
40.6
42a
33.0
515
37.4
422
27.5
Bill
23.5
516
30.5
407
20.8
515
29.1
404
061n
64.3
45]
66.8
404
{63
47.1
707
30.8
463
41.0
>01
33.9
KS
36,{
765
30.2
K3
33.0
379
27.2
453
30.4
374
22.6
46b
19.4
453
24.3
380
17.0
453
22.0
356
1001n
38.1
35S
30.0
323
356
32.8
318
27.2
358
20.4
SW
23A
3%
26.2
308
21.2
358
22.7
301
10.1
358
20.5
300
16Ab56
1111n
35.1
338
30.6
30e
336
30.1
301
25.1
33B
26.1
297
22.0
SM
23.2
293
1o.8
336
20.9
289
17A
378
10.1
285
1201n
27.8
200
20.3
204
23.2
290
23.8
20o
tag
290
20A
2rA
17.4
me
18.2
253
15.4
290
t6A
249
1441n
16.1
201
14.3
1 156
TABLE 8B
AnchorCapselty
Tabu Ib9
Anch07CNp PatbmaAncra
Substrala
P.Ta
be
35a Cox.
I
Hc9ew CMU
FBWCMU
PT
coo I
M••
Uprecm
VYER0U1Decon
NI6'E1c0
U9recon
Y18'Hco U9racm
1/{'Eao UArecon
Y4'SS EIc
AWeG•or
Y18'Elco
U5reca1
Agg•GAM
114'550coRNIA
#128twl
Screw(GS)
#1291W
Sc/4W(G3)
2.112'
1'
2A17
3-118'
1'2-117
1'2-117
7
UC
7
0.54'
0.324'
kYWEII
I.W.
IV4'
1S'4'
7
1.1f{'
1.114-
1414-
1.114-
1.1/4'
1-114'
7
14Y8'voles
MchM IT MIn O.C. / Itl•d
a 06e1 C 1
the
4501DS
600105
1644 bl
27 1h
b
bs
74UY
3741M
1 CS4
Archon; ®1.16' Mh O.G I SIN153N
aw) 0 2T
70D Ms
NIA
WA
NIA
WA
38D be
WA
WA
NIA
WA
WA
0B52
1120 ba
4Archbn 3'Mb. O.C./ 215A C s/ g
7008e
sobs
15M an
16B6ID3
mobs
5m be
NIA
MOOS
7K 113
68D Ma
0112 be
865 bs
1120be
1 Archps �0.46'MIn. O.C.1UC ,1nW.128'Alum. 4
N/A
WA
NfA
WA
NfA
NIA
WA
NU
WA
WA
WA
WA
WA
1430 be1
Anchorl g
195 bs
1059s
225 bs
4456•
8?2 be
1351M
140 bs
177 be
370106
167rDs
38 be
17S IOe
221 be
2BO IN
2 Anchnrt 1.16' Mlrt O.CI FL 6
240 b3
750 bs
NIA
WA
NIA
NlAWA
N/A
WA
WA
442 to
No ba
40TE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 3:
Ee 0 1
FIGURE 4: FIGURE 5:
m
FIGURE 2:
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURE C
=ANCHOR CAP,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN $G OF 0.55. ALUMINUM SHALL BE
6063•T6 AND BE A MINIMUM OF •125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36, ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 41D S.S.
QYa
PRODUCT REVISED
as complying w(9r 1bo Floft
Building Code tit9"o2)$.03
Accedence No
v 1111I II II L/
o O�k( LY N ly[C ///
M..50%05
AIL
;S/ONA.% F1,.
A. C040I(61{ ALA P.E.
FL P.E.# 68705
TABLE 9A
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
. ••• . . • •••
• • • •• • • •• •
Mullion Cf!!Ot Ts if(Ibe • • • • •
Opening Width (for verlcally-6p67Wnp
pWlapB)qrOp6rAng Hq ill (for hyluMak-spaml
Imm )
50 in
50 m
To In
SO In
• In
• • • ifolh •
141 • 1t01n
1401.
loom
1.25 z 3.26
X,100
Ra41an•Mr
10 0
TnP'74"q
-ft
wel.rowr
Leedro
TrWTdana
Loading
F6denpnla
Leednp
T•pR11ero.
Loadro
"`*I1n plot
Ladng
TnprTrkro.
Leeiq
Reolalquhr
iO drq
T•p'Tnero.
LLeadnp
Rwt• uL&r
Laedrq
TnpfMen9
L."
Raclrrouhr
Ladro
TnpITIWq.
Lmdng
R.I.Wlar
Load0lp
Trondsn9.
I.."
Redenmiu
Leedro
TnpT6np.
LoadnO
A MuR Hobe
��
i�
�
��
��
��
�
��
�
�g
�
��
�
��
�
��
�
��
O•
�g[153
421n
170.0
620
110.0
435
170.0
144
170.0
47S
1n0.0
BM
170.0
SOB
170.0
092
170.0
519
170.0
110
170.0
621
t116
lick
521
127.7
Me
170.0
521
100.5
ills
170.0
521
95.6
ilia
17do
sit
4810
170.0706170.0
524
170.0
MO
1100
am
157.6
071
$70.0
No
146.7
no
170.0
861
130.4
078
170.0
07707400.0
am
01.6
oil
170.0
610
136
070
1700
B60
133
078
1100
6M
WA25In
1704
747
110.0
553
170.0
MS
1700
631
150.7
027
170.0
4H
131.0
027
U16.6
706
117.2
927
150.1
on
927
156.3
596
97.9
927
1M.3
M5
Is. 4
927
156,3
695
65.9
927
/SS.7
095
641n
170.0
707
110.0
612
154.6
ON
170.0
Mi
02.5
SM
153.9
563
116,e
MB
%41.8
600
103.0
09
134.0
680
12.7
No
120.8
564
77.3
M9
126.8
652
06.2
BOB
t2B4
652
67.9
Gas
128.0
652
00 In
143.2
746
163.E
634
110.4
746
132.3
620
1021
746
117.6
605
$9.6
748
107.0
500
70.0
748
101.0
692
71.6
746
00.0
6A
Se?
740
013
US
61.2
746
03.4
523
44.6
740
93.3
M9
63m
143.7
617
132.0
111
101.1
677
fill
5M
08.4
677
100.4
556
77.3
677
01.4
60
M.7
677
$5.2
639
Me
677
41.0
534
51.6
877
71.0
520
44.2
677
76.7
529
38.7
all
76.7
520
MN
f07.1
oil
114.1
630
-1
617
97.6
619
74.9
617
60.3
We
51.3
617
78.3
500
82.8
Sir
72.6
404
53A
617
66.7
4eS
44.4
617
64.4
463
38.4
817
63.7
482
33.6
Oil
6l7
4B2
721.
82.0
t 516
1 87.1
450r35.4
440
M.2
SIB
66.2
432
51.8
518
50.6
426
48A
616
54.2
419
41.4
610
50.1
414
345
Sig
46.6
406
20.0
old
450
405
25.0
$18
45.0
405
74 In
70.5
4M
73.7
406304
60.3
455
54.0
3"
44.1
465
49.4
304
39.2
465
45,3
376
3-5.2
468
42.2
3T4
29.4
405
36.3
347
25.2
465
26.6
364
220
465
38.2
363
70 W
65.2
441
06.0
387370
4 4
441
50.0
372
40.6
441
45.4
380
76.2
441
41.8
390
32.5
441
38.7
$M
27.2
441
34.0
340
73.11
441
uA
346
20.4
441
32.7
345
00 in
424
332
43.6
205
U
2M
30.3
332
32.3
284
20.5
332
29.8
280
Ne
332
28.f
276
11.2
332
24.1
272
17.7
332
31.1
266
15.2
332
12.6
262
13.3
332
18.7
NO
96 In
36.0
291
35.8
260
255
25.0
RII
20.4
252
21.0
291
23.5
248
19.4
901
21.5
244
17.6
201
10.6
241
AS
291
17.1
238
12.5
291
16.5
232
tool.
24.5
230
25.1
2082M
17.6
230
16.3
all
16A
230
16.2
110
III in
22A
218
27.1
107fag114
t0,7
711
t6.6
101
14.1
210
14.6
1M
I.In
17.9
167
11.2
M
14.9
IB7
16.3
167
TABLE 98
AnehorCa
ac Table Ib6
Sk"Iran:
2. k C«nnle
3.5k C.C.
I Fkeew CMU
I Filled CMU
PT Wood
Mele1
Anchor Clip Patterns
p
AA«lyPe:
L10^EleoUllraeon
1N^EkoUlbaeon
5110, Eko
Uhtaw
3116•Ekounnron
174'EkoUttneon
III" Se Eloo
A99rs0a1«
5'10' Elw
t64ewn
114' 88 Eko
Ap•e0e1«
HO Steel
Soren (Os)
012 Steel
Scow (OS)
e12 sled
8--w(OS)
Edge DIa16bee Onk
1•
2.1/2'
P
2.112,
3-Ir
1.
9-V2-
1
2-1/2'
2'
3018•
2'
0.45'
0,w
0.3W
EmOMmenl
1-L4•
I-Y4•
1.94•
1•L4•
2•
MIC
1.114'
1.114'
1-114-
0W
1-1M'
2'
tale'
Ive"
wise
2 AnOh«e ®4.75' MY1. 0.C. / stergerd
.AChon
«Obel 12p (Fb. 1):
3901be
3901be
450 Me
000"
16441-
2101•
200 roe
3541ba
7401be
741be
064 Ice
648 Re
3419
4421W
580.e
4 fg 1,15• Mm. O.C. 18W*W
W Onset) Oq (Fig. 2y
400 ba
700 Ref
WA
WA
NIA
WA
300 roe
WA
k
WA
WA
WA
052 be
6851be
112040
4 Anohnn p 3" Min. O.C. I (2) 235 Angle pipe I (Fie 3t
M5.0
7801be
780 Ibe
I R*
1540 la
Is" IW
540 Be
500 Ibe
WA
7501ba
748 Me
NO be
10021be
OR BN
001be
11201be
3 Archon 0.8Y M1 I U421p, Into .100' Alum. (FIR, 4)
WA
WA
WA
WA
NM
WA
WA
WA
NIA
WA
WA
WA
WA
WA
Soo no
1 Anchor I F4]p (Fig. SY
1951W
195IDa
225 Ica
445 •a
1221be
1351n
140 Na
171 la
57016a
tar The
332 be
473It.
170 8»
221 lb.
260lbs
2 Archon 1.15' Min. O.C.1 FIMp Ip. 61
240 0w
S50 Alt
WA
,A
NIA
WA
190 ft
WA
NIA
WA
I WA
WA
241 •t
442 We
NO W
FIGURE 1:
FIGURE 2:
•
•
FIGURE 3:
Ee
•
FIGURE 4: FIGURE 5:
•
•
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
•
•
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP-) X ( ANCHORCAP.,,,,,,....\ -ANCHOR CAP. -
MULLION CAP.,,o,,,,,, /
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
'MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A26- THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
010 b #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S.
1.250'
3.250'
.100,
1.25' X 3.26' X .100'
MULLION
®h g
'Y
PRODUCT REVISED
m canplyinl with the Florilla
Huildb%Code 1, _ 1a
No. 58705
tA
A. (i'NN: MILLED, P.E.
FL P.E.# 58705
TABLE 10A
. • ... . • . ••
.. .. . On. .. .. .
•
. . . . ••. . . . . .
• .
• • •% • • • • •w•
a •••
.. • • •• •
Mullion • T pb1AT • •
Opening
70In
Widlh (wve CS"peoNn
1 10 In
Opiftrt)•, Opening Helyblk
i
(lorkwd2orlelyspentdp mlllWt9)
50 in
60 in
t20 in
140 WI
160 N
125x326
x A24
Wct.pNar
Loadrp
T"K'inni
Lmdtng
RaclarWw
Loafing
Tmp/Tdong.
loawnp
Rsctm•d.
LOedinp
I Tmp/ldsng.
Loading
RscfanprW
Loafing
Tmp'ldong.
Loednp
RstlangWar
Lmdiq
71ap17dmg.
Loodrq
ROCUM.ar
L.""
7rap0th".
Loft
RaLi•yprW
Loading
7roprldanp.
Ln".0
Rsclmplsr
LmdWg
TnInTdang.
loodinp
Ilsclangd•
Loafing
Lop?rWg.
Loodiip
Alum. Tubs
MulNon�
I�
�..
��
l
��
I£�'
P.
a
�
;<
z'd
�B
is
�
`^'�
��.
��
is
u
rS'�
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a"
fa
F
@,fig•
� 6
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a
d S
T
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a
i�
§�
�a
�
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a
Ia
�
s
a
•
$�
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i�
,&
3�
�.
��
��
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u
i
�d
U
f�
�
u
�€
Paid
44
�
u•1��.
�d
g
fa
�i
42 in
170.0
620
174.0
436
1T0.0
744
170.0
411
170.0
068
170.0
606
1N.0
992
170.0
619
170.0
11f6
110.0
621
110.0
1240
1170.11
621
110b
14601
170.01
62t
170.0
1735
17010
621
170.0
1913
110.0
621
401n
170.0
706
170.0
6N
170.0
850
170.o
6N
110-0
992
170.0
630
110.0
1133
170.0
661
170.0
1271
170.0
577
170.0
1417
170.0
685
170.0
1700
110.0
460
169.7
1979
170.0
600
141.E
1171
1".6
680
60.6756n
110.0
747
170.0
563
110.0
426
1700
631
170.0
1046
170.0
664
170.0
1196
170.0
723
1700
tx6
1700
747
170.0
N94
170.0
769
1101
1783
170.0
766
laic
1877
170.0
766
133.E
1117
170.0
766
6410
170.0
TV
1".0
612
170.0
966
170.01110.8
.0
ills
170.0
764
170.0
1276
170.0
$03
170.0
1434
170.8
$37
170.0
16N
110.9
$S6
1N,4
1769
170.0
661
134.1
1769
170.0
061
117.3
1769
170.0
661
6016
170.0
IN
170.0
7D1
110.0
tOp
170.0.0
INO
170.0
670
170.0
1111
170.0
114
161.1
4511
110.0
99i
45.0
1511
170.0
1033
170.8
1611
170.0
1pq
t07.i
1511
170.0
1063
W.6
1611
110.0
1063
g
63 to
110.0
930
00.0
746
170.0
1116
A0.0.I
73p2
110.0
940
166.6
1370
170.0
1016
1392
IND
1700
1076
126.3
INN
164.0
1062
1NA
070
15S.9
1072
N.5
1370
166.3
1010
75.3
1370
165.3
10N
661n
170.0
974
110.0
!19
170.0
1169
110.0.6
1N8
170.0
f_2
1792
1N6
168.6
tOi3
121.1
1N{
167.1
1000
101.9
1711
179.0
BH
90.{
I219
130.1
9T1
I7.0
1N1
129.0
!76
61.1
I..
129.0
976
1216
117.1
1N9
170.0
111
138A
1019
160.28
1N9
132.1
976
104.9
1049
119-1
990
93.2
INS
1".7
946
13.9
1N9
102.7
936
59.9
1040
94.3
B25
69.2
1049
91.2
820
62.4
1019
9t.1
{20
761n
142.7
N1
149.1
tM
118.0
NI
126A.9
941
111.2
791
M.2
941
100.0
777
10.3
N/
91.1
iN
M.4
N1
86.6
761
69.6
941
T7.6
744
61.0
Ht
74.0
737
L1.1
Ni
73.3
736
761n
137.0
BN
177.6
113
IWO
094
116.93
6N
102.4
753
62.6
894
01.9
740
73.3
194
Oki
730
$4.0
BN
76.3
721
66.0
9N
10.7
lei
47.1
6N
61A
101
41.3
894
66.1
ON
Nin
86.9
671
N.76%
71.4
671
74.9
A
671
453
$15
537
671
60.2
60
41.7
671
629
551
43.0
671
40-{
561
35.0
671
43.1
639
30.7
971
32.7
531
26.9
611
37.9
5266
590
63.1
609
44.3
620
41-6
692
39.3
550
43.0
4N
36.4
690
39.6
4N
29.6
690
N.7
4T7
76.3
690
31.6
469
22.1
190
2111
464
IDo in
49.1
4N
b0.6
421
41A
466
42.1
H4
]6.6
466
37.1
4D8
31.1
IN
32.9
402
27.6
466
29.7
396
2/.9
4p
Z1.I
>81
20.7
119
23.6
762
1L1
46b
N2
3/6
16.6
1{6
1fA
370
I111n
46.1
411
16.7
400
I61
Mf
».3
393
37.1
//1
34.1
307
21.6
4/1
70.2
312
26.4
441
27.2
376
22.9
Nf
N.9
312
19.1
4{1
11.6
369
18.4
M1
19�
766
14.3
M1
17.1
761
120in
W3
378
36.1
714
]0.7
77{
91.a
312
26.9
371
26.0
334
22.7
378
23.7
32f
20.1
r1l,
213
32S
11.1
379
19.5
221
16.1
376
16.7
311
I" In
21.0
242
21.2
N2
17.6
262
W.1
239
16.0
262
16.7
236
TABLE 10B
AnohorC6p9clty Tabte pba)
sutsvaw
2.7x amide
3.51tconc.
Hdi.WCMU
I F11edCMU
P Wood
Mdel
MchorClip PetMml
EUP IXaMe
Ancipr typek_vfir
Fm00dn•xIV4•
AncDom ®475' Mlrt OC/ sumeo a 0n311 aD 13
d ArclwrsQ1.13-MMO.0 /Slerlml0 (or Of6e1)Clp fflg, 2)
Aretnls t T Mlrt O.C. / 2t6 C I alp n
3 Anthtsl ® 0.64' PAWL O.C. I U-C*, blob A 0" Awn). fka 4)
El Ulrem
Vd'EkoUerMon
v1G Elco
u5meon
3'15•Ele0 Ulmcon
V4'Eko U111Lon
VI'58 m0all
AyQd;61
TIrmw
UPSSEIco
Agpnxidor
caiw(d
Screw (G6)
6578(eel
screw (06
e1231rox
Screw(c587
2.11T
1"
2-11T
3110,
1"
2447
1•
2-VT
T
3111r
2'
0.46•
0.W
0.1t2r
NM
390 ke
70D b6
no be
WA
IWO'
45010e
NIA
6B0 be
NIA
15V'
0xt
WA
/Ii601to
WA
Y
IBM Ibs
NIA
1098 bs
NIA
IV4"
3be2
NIA
510 bf
NIA
1.114'
1a
9601N
$a0I.
WA
1.1N•
3N bs
NIA
NIA
WA
I -VP
7'0 Re
WA
MO IDS
WA
1-114'1-1/d•
S741be
NIA
742 9M
NIA
6A
WA
BID Ibe
WA
i
9t6be
WA
1892 M
WA
1-9r9'
Stf Rfs
is bs
6526 S
NIA
1.NB'
4 ib
a360n
655The
WA
fors2
850 9n
1120b64
1120 ®e
9a0 6o
1 AKI.x I FM a7g. 4
7 AncMm®1.1tT MIM1 O.C./F
105 bs
2409-s
705 bs
35D le
2W Inn
NIA
N5lie
WA
6221e
NIA I
195lbs
NIA
Wine
190 bs
1771be
N7A
3701Ds
WA
1/T be
I NIA
392 9e
I WA
413 0n
WA
170 b3
1 341 IDS
221 bb
1 442 be
2B0 8e
56t1 be
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
• • • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5:
FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP„) X /ANCHOR CAP.CAP.,,o,,, )
ON _ ANCHOR CAP,,,,
`MULLI•,,,,,,.
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36• ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 16.6 S.S. OR 410 S.S.
1.25' X 3.25" X .624"
MULLION
0
r 4'
Sar
rROFAICT REVISED
us complying with 6e Fla ti
nWIding Oode' �b%14
Ac"planco No
Ex0im1 ion Deis
�i tufulrl
��• .• �1ceNsr;•'' . nr
• hlo. St17115
t~
►/ Q / L
rF
A, LfNNMLL�, P.E.
FL P.E.# 58705
TABLE 11A
• ... ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
• •••
Mullion CapaGty Table(IbaAt') • • • • • • • • -
Op9nlnplMdlh(forveAlcdy4p@Mnpmtftm)crOp6n
001.
p Ip brhort2nrle nN lions)
60 in
60 in
71N
SDiI •
• 100 in • • •
1000 1201n0• • A
140N
160N
1.26 k3A4
X.624
R4c1e4114r
L[Minp
TIapRIWq.
L.Winp
R4IWOAu
Ladrq
T. fG4np.
1046ia
R4d4ng01v
L.Win 9
TI4pRdanp,
L00d1 ^I
R tng0IN
L046 n9
TnpJflifnp.
lows M
l.os arqdnp
Retlenp04rLIE
rdens.
Iwo. '4.
Loednp
TrapRdrq.
leldnp
Rectc W
Laeang
TIe de "=
Wang
R.W. In
W
Laedirq
Tro d n
✓7 9
Lodlnp
Rectn du
9
Ladng
Mr< r^9
Tr d
Londinp
Alum. Tube
,�
.�_
.�8
..
�'j•
S
�„
._
$
..$
�._
a@du$j'3
'I;�..S
t•
'S Jt•.
�,.
€Mullion
421n
170-01
00
1 I70.0
435
170.01
744
1 170.0
478
IN.0
9K
170-OT
606
170.1
$92
1170.01619
J70 01
ilia
170-01
621
90.0
1240
170.0
621
1700
14U
170.0
521
110.0
1736
170.0
621
170.0
1113
170.0
621
A9 in
170.0
701
170.0
624
170.0
%0
170.0
6N
170.0
K2
170.0
630
170.0
1137
IMA
K1
110.0
1271
179.0
677
110.0
1417
110.0
KO
170.0
1710
170.0
600
170.0
1903
170.1
660
IMA
22fi1
170.0
690
60.625 in
170.0
747
170.4
50
170.0
K6
170.0
631
170.0
1046
170.0
684
170A
11H
1700
721
170.0
1341
f10A
747
170.0
1494
f10.0
7K
170.0
1793
170.0
754
170.0
2022
170.0
764
170.0
2391
1N.0
766
511n
170.0
787
170.0
612
/70.D
956
170.0
691
170.0
ilia
170.0
764
170A
1275
170.6
K3
170.0
1474
170.0
837
170.0
1694
170.0
$56
170A
1013
170.0
K1
170.0
2231
170A
Kt
1K.2
2403
170.0
%1
60 in
110.0
KS
170.0
701
110.0
1063
170.0
797
170.0
1240
170.0
07B
170.0
1417
170.0
B11
170.0
1S94
170.0
996
110.0
1771
170.0
1033
170.0
2126
170.0
1063
1463
2163
t7ol)
1063
129.8
2163
170.0
100
Oln
110.0
930
170.0
7/5
1700
ilia
170.0
850
170.0
1302
W0.0
NO
110.0
1400
170.0
i01fi
170.0
1673
170.0
1016
170.0
1059
170.0
1122
160.9
2060
170.0
1169
131.E
2060
1700
1171
117.7
2060
170.0
1171
Kin
110.0
971
170.0
iK
170.0
11K
110.0
907
110.0
13N
110.0
1002
170.0
1550
170.0
tOK
170.0
1757
170.0
t155
110.0
t&1
f70.0
1210
113.0
19K
1T0.0
127S
12L6
1K6
170.0
11K
107.2
19K
170.0
1M6
721.
110.0
1063
1)0.0
870
170.0
1276
170.0
1009
170.0
i4B0
170.0
1126
174.0
1700
170.0
1220
154A
1734
170.0
1315
130,7
1734
1K.1
1306
116.6
17N
165.9
13N
99.1
1734
1KA
1362
86.7
t734
160.2
1352
•
781n
110.0
1122
170.0
fJ/
170.0
1346
170.0
1080
1K.5
155a
170.0
@09
14L1
1656
1K.2
12K
131.1
165i
161.E
12K
117.9
f6%
U5.7
1261
9a7
15K
I21.]
1228
N.2
1656
122J
1219
77.1
15K
121.2
1216
i761.
170.0
1191
170.1
K7
170.0
1311
170.0
1116
166.0
1477
169.3
1245
134.4
1477
162.0
1224
121.2
1477
139.1
1206
108.1
1171
129.E
1191
K.8
t477
116.9
1169
71.9
1477
110A
1168
561
1477
99.3
1W
%In
142.0
1110
1/6.6
9K
1111
11t0
I23A
986
101.E
f110
107.9
951
$8.6
1110
06.3
936
781
1111
876
022
71.0
Ilia
00.7
210
69.2
7110
M1
091
S0.7
1110
65.6
678
MA
11f0
fi7.7
670
%in
117.0
975
120.3
172
97.6
11fi
101.E
IK
0.8
975
88.3
N2
73.3
976
7&6
929
663
976
71.2
111
61.5
976
0.4
IDI
41.1
975
61A
70!
41.8
976
62J
716
36A
976
49.3
167
ilia in
122
11/
N.0
696
6&6
771
70.7
61S
K.7
...
61.3
974
S/A
771
64.3
664
45.7
771
49.0
1S
41.1
771
44.9
N7
34.3
7R
31.9
6Y1
29.1
711
36.0
621
25.7
771
32A
612
111 in
16.1
170
)7.3
K7
611
730
66.0
660
64.1
730
66.3
NO
47.3
730
49.9
01
12.1
730
4l.0
622
77.9
130
41.1
614
31.6
730
76.f
60D
2i.0
130
31.9
509
23.7
M
29.6
581
1201.
69.9
624
fi1.0
SW
49.9
i21
61.2
SK
42.9
621
44.3
652
31A
624
31.2
N4
73.]
624
]6.7
637
30.0
524
32.2
631
25.0
6N
21.7
519
21A
624
24.6
509
11.7
624
22.6
511
144 in
31.7
133
K.1
100
20.9
173
29A
305 1
24 6
433
25.1
390
21./
133
23.4
7BS
19.3
433
20.0
9a1
1i.7
177
tt2
376
TABLE 11R
Anchor Capacity Table (Ilia)
su9ltrald
2.M Caclda
354 Laic.
HoOW CMU
FAbOCMU
PTWo00
Mdd
Anchalype'
AnchorClip PNtema
SnV Elco
Ulracan
1f4•Ekouerazon
b1B Elco
y1tl Elea,l!llae011
va EkOUdacon
114193 Eko
5/13'Ek0
114•SS F3c0
X1061ad
Ml28llx1
X1281ee1
UOrxon
AppeGaw
U9=M
Ap)nlGdar
Selew(G6)Scrcw(c6)
SIMI35)
E pdarce n
I.
2•vr
P
2•Vr
>1/0'
1•
2-tlr
1•
2417
r
Mir
2
0.40-
0.5P
0.32C
Enh nml n
2 Anc110n 4.76• Mln O.C. r elsma0 or Rea 1
1.Y1'
300 aK
1.4'1'
1-0II'
1,714'
7
bv4•
1-v'r
1-114-
I-if4'
1.1M'
1-1/AV
r
tarty•
1�0'
velaa
ArchuS 1.13• Min O.G / 31d10er0
MD Ilia
qs
70D 8D
Ios
NIA
BOo 101
18M bs
08N
a>6
qa
7401Is
374100
0, bs
341 q6
412 wb
660 871
4 Arrl6xf 3Mln. O.C.I 245 ArpR I S
700 b6
700 fd
%D ed
WA
160)be
NIA
1BB910/
NIA
0bs
300 8e
NIA
WA
NIA
602 an
fIB5 Rdt
1120 bl
4 Arc7•n 0.51•MIrt O.C./U M0.10IF Aa1m 4
NIA
WA
NIA
WA
NA
6�bs
NM
7SD IOe
7169n
T.A
169210a
S.
682gs
OK 60!
5120 ba
1 AnthmlF
tab qe
19514
2261a!
445106
e22 q8
NIA
136bs
WA
NIA
WA
WA
WA
N/A
WA
1237 roe
2Anchon "IT WRO.CJF-0
2p fq
Sib be
NIA
WA
NIA
140 q6
1771W
3701m
1671Da
AM b/
IMbs
221106
280106
NIA
IODbe
NIA
WA
NIA
WA
9/1 qa
4428a
6fi00n
FIGURE li
FIGURE 3:
FIGURE 2:
• •
ANGLE
•
CLIP MUST
• •
BE USED
1N PAIRS.
FIGURE 4: FIGURE 5:
FIGURE 8:
M
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
=ANCHOR CAP _
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK AND A38. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1,25• X 3.94' X •624•
MULLION
PRODUCT REVISED
. comply in6 withIho Flo"
Nuilding Code
Aeceplanee No 1%A11>S • 4743
Bxpilallon Date��202�
L . .111nilil,v
No.56705
lj 1
,L5• ;� � D �'O I�:
' .6'JC)(` N -
A. L N:MILL�R, P.E.
FL P.E.# 58705
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
TABLE 12A
Mullion Capacity Tab N I •
Opening WNStIn (for ver8calli spamlrlp
nWllons) or Opl_knlnl Nt
Ohl (for hor{2aMly-9peMrg m1111ons) • •
601n
801n
701n
801n
00In •
10v • • III
•
1401n
Iso in
2 X 4 X .25
Reclanguur I
Laedin/
Trep/16erg.
Laadn/
Ractsrpler I
L000i;
Tmiwrifsng
L"ditg
Red en•4er
Loading
TISISMerg.
LOedng
Resten/U
Lading
TmpRdam
I, no
Reclerp.A It
Lowing
TraOfTdep
Loading
RW&VAar
Loading
TreplTda p.
Landing
RedeW
Lowing
lapgK"
loading
Reelengwer
Lading
Tw{JTMno.
La4n9
R-Www
Loading
Traplrllrg.
loading
Ajum. Tube
Mullion
�
y§¢
��J �
$�j$
� �
5fi r�7�[
�
�j}{
�y E�¢I
yR1r}
95�
� $$'
�
•�¢I$j$
�
y�
pgq
]pI •
�
�
g�
jpi
�
Qp �3g
�s�j
y{¢s��
y�p $�^j$
421n
170.01
BE
170A
435
1170.01
744
170.0
476
UCO I
NO
170.0
US
170.01
992
170.0
519
170.0
Ill$
170.0
1 6N
170.01
12m0
170.0
S 1
Tro.o,
r4atyl52
170.0
1736
170.0
621
170.0
196J
170.0
021
44er
170.01
700
170.0
624
170.0
NO
170.0
554
170.01
9V2
170.0
630
170.0
1133
170.0
061
170.0
1276
170.0
1 077
170.0
H17
170.0
ON
17DA
1700 1
170.0
040 1
170.0
IOU 1
170.0
6W
170.0
2267
170.0
NO
50.625In
1T0.0
1 747
170.0
503
170.0
ail
170.0
031
170.0
1046
170.0
88{
170.0
1195
Inc
723
170.0
1345
170.0
747
170.0
1494
170.0
766
170.0
1703
170.0
766
171.0
2092
170.0
758
170.0
2321
170A
766
54In
170.0
7%
170.0
$12
i70.0
ON
170.0
691
170.0
1115
170.0
754
170.0
1276
170.11
603
170.0
4434
170.0
837
iT0.0
1694
WOO
856
f70.0
191b
170.0
961
170.0
2231
170.0
461
170.0
2650
170.0
951
801n
IrO.0
885
f70.0
704
170.0
1063
170.0
7%
170.0
1240
170.0
%6
170.0
1417
W6.0
914
170.0
1%4
170.0
9Po
170.0
1771
170.0
1033
170.0
2125
170.0
100
170.0
2470
170.0
1063
100.4
288D
170.0
1Po3
031n
170A
OM
W0.0
I44
170.9
Ilia
170.0
650
170.0
1302
1700
040
170.0
1483
170.0
1015
iT0.0
t%0
17o.0
1078
170.0
1659
170.0
1122
170.0
2231
170.0
1100
106.7
2553
170.0
1171
145.9
2S6]
17D.0
117i
G
661n
f70.0
%4
170,0
780
170.0
f189
170.0
907
170.0
17M
97a0
1002
170A
9666
170.0
W96
f100
1763
170.0
f165
170.0
1918
17H17.0--0
1700
2336
1700
1275
161A
2431
170.0
1266
1329
2437
170.0
1266
721n
170.0
1063
t70.0
678
170.0
1276
170.0
100/
170.0
14e1
170,0
1126
170.0
/700
170.0
1228
170.0
1918
170.0
1316
170.0
2128
/77
146.0
2164
170.0
1N6
124.9
2164
170.0
1SZ0
109.2
216/
170.0
1530
,H7ge
76In
170.0
1122
170.0
037
170.0
1348
iTO.0
1000
170.0
f670
170.0
$209
170.0
1794
170.0
I=
105A
1Po0
170.0
1421
148.8
IWO
175
123.4
196D
1df.6
154B
106.1
I960
164.0
1535
929
IOW
162.7
1 331741n
170.0
1151
170.0
007
170.0
13ol
170.0
1116
170.0
1611
170.0
1250
170.0
1642
170.0
1809
152.7
ISM
170.E
1474
137.4
18a1
f00
114.5
1Po1
147.3
1473
05.2
1481
139.0
1459
Sae
1461
137.0
1454OO
In
170.0
132a
170.0
1144
149.1
1390
IWO
1219
127.E
13Po
13&0
11Po
111.8
1304
131.3
1170
20.4
1398
110.2
1102
80.5
130
107
TC6
1395
a9.4
1122
6],/
1JPo
62J
I1Po
66.9
1]Po
76.0
fOPogo
In
1416
12M
161.E
1098
122.9
1226
127.8
1079
106.3
1220
111.2
1061
92.
1229
94.9
1044
01.0
1220
$0.6
1020
73.7
1229
126
6L1
1770
72.2
9A3
62,7
1220
65A
%7
16.1
1229
6?.1
0%1Ot
In
103.E
071
106.6
%7
06.3
071
09.0
802
74.0
%f
77.2
649
64.7
%1
60,4426
61.a
%t
60
43.1
971
f9.0
790
J7.0
%1
44.0
742
J2.1
%1
bA
7711111n
96.4
010
073
9J2
70.5
919
81.0
810
66.1
919
70A
906
10
62.9744
{7.7
919
51
]0.7
9tO
44.6
764
34.1
919
40.2
742
20.4
91/
37.1
732IN
In
Tab
746
7e.0
716
429
744
54.5
T05
63.9
T10
55.4
696
{7.2
768
{04
846
419
766
4{1
%1
37.7
7Po
4
a1.5
768
S1.9
eS3
2T,0
788
91.0
N1
23.8
7Po
Po.1
6J1144
In
417
646
44.2
IM
Sao
848
37.0
4Po
71.2
616
31A
191
27.7
614
2aZ
4B6
2{S
6b
268
419
21.0
61a
21
183
5/8
tO.3
481
18,0
640
17.2
465
ib.7
648
16.6
MB
Anchor
Calascillf Tablejibe)
AnchorCllp Patterns
SubVNe
278 CoMfle
SSa Cox.
1
HoSmCMU
Filled CMU
PrW0a1
Mehl
Antra T1Pa
3'18• Eleo Wmem
yr Eko U9meon
8114 Elto
udmeon
3161 Eko Udmem
v1' Ekoudreem
If1" SS Ek0
AgaeGrlOr
WV Eko
Ullum
V4- 83 EI40
AygmCa•a
a1D SIrd
Sneer (06)
012 Sleet
6[relr (GS)
a12 Steal
Scree (05)
EdobUslamedril
1'
2-t12
1 1'
2-1f2'
341C
i'
2-112*
1'
2-Vr
r
aVS'
7
OAV
0.54'
0.32r
Eitednent
1,V4'
I-TC
I'm'
1-rr
2'
1.94,
I -Ur
M14'
I-vr
1-I14-
1.11r
7
1.",
1J'a'
genes
17 In O.C. 61/Med
ORN 16
390 IDS
IDS
450 Ibs
e90Ib
1644 Ib
OIEs
2a0Nis
354 Da
74010e
-747s
toe
W a 9a
1 be
442106
1 Arc 2.68 Mm O.C. / Ste101m Cleel C 31
7401b
740 ee
OW lbs
1455110
1424 M
NIA
5m •s
NIA
W5Ib
NIA
so Ws
WA
S521bs
00 Be
1170 as
B ArcnM 1.71'Mln O.C. /Slarrbni eOI8e1 C 1'
B85M
0901
750Ibs
10461b
NIA
NIA
7051b
NIA
7901b
N/A
WA
WA
10221b
19271b
iSaD kO
4Althen YMIn.O.C.I 2r6 Cs !
78D As
7 b
SBOIb
13301b
'ON Ibs
0
6®a4
NIA
76010s
749IDS
180 ids
16021bs
682Ins
0659e
1120•e
BAftlnn 3-Min. O.C.! 216 IeC f
t170r1s
117092
Iwo"
234D de
2644 to
6 s
0401b
NIA
ImIts
1722bs
ISM Ibe
28Po to
10221b
132765
136D Ib
9 Arc ham 1.9/'MM. O.C./U4: MIO A26'Atwn
NIA
WA
NM
WA
N!A
NIA
WA
NIA
WA
NIA
WA
WA
NIA
WA
07S
6A.MM 0.64- Min. O.CIUC InIOA2MAUm.
WA
WA
N7A
WA
N/A
NIA
WA
NIA
WA
NIA
WA
WA
WA
WA
21 as
2Andlo3268'Mtn O.CJFC1
%OLDS
3TOIb
310 Ws
7431b
71210s
WA
2a0 Its
WA
948Ib
NIA
4{01b
WA
341bs
412Ib1
530 E6
AM1,05 1.71-Min. 0.ul F{UIPLIFIQ.I
4431b
1 525b
3791b
9791b
I NIA
I NM
355IDs
I N/A
9091b
N/A
WA
WA
011In
ISM is
8401b
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE2: FIGURE 3: FIGURE4:
• • • • • • • • • •
FIGURE 5: FIGURE 6:
• • • • • • • • • •
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP
a : L.J.
: • : (FIGURES 596)
MUST BE USED
1N PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,,,) X (_ANCHOR CAP .,,o,ANCHOR CAP.,,,,
MULLION CAP.,"„,,,.,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR
GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL. SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 3 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2' X 4' X .26' MULLION
e 10
PRODUCT REVISED
as cornplyin4 wilh 140 Fkn&k
Duildbr8 Code
Acaplmlce No �Co�OZia
Pxpiralipn Date �915p
Y ,s1111111111 /, V
t4, 507U5
�� •. 'NATE
A. LY�OAtitLER, P.E.
FL P.E.# 68705
. . ... . . . ...
.. .. . . . .. .. •
. . . . . . . . . .
. . ... . . . . .. .
TARI F 4'4A
Mullion CapRotty Tab1. (1194• • • • •
Open)n9Width(forvelticaly-sparri
muflions) or OpInfill H
lit (for horlmr'lbl�,9paMrgMullions) • •
M in
SO in
TO In
W In
801n •
1
•
n
14 in
180 in
2x X.2a
Rmtargdx
Ie•16rq
TraplTd•rp.
loadnp
Roctenpuler
L•Waq
Trapffflov.
Loedro
R•ctmprlr I
LMaro
Trp✓Trt v
toadro
Rectanpular
I.oednp
TrWfManp.
LoednB
Rwimpulr
LoadnO
TreprT9aro.
LoMro
Reclangtdw
Loadrlp
lteprTdone
LladMq
Rect•nper
l.oedblp
TfsWTrisng.
lcadry
R•ctnpuNr
LMdro
n.yrdaro.
t.eadnp
Ratm0ular
tc•drp
Trep/7danp.
I.aeArro
Alum. T
Mub9
ullion
I
��
I
I!
'34p
115
1
11
1
6 1
1p¢1
11II
�a
I
fie.
a
11
1
IT
y•
�
�•
'eF�
•��'
IIgg�
'��"
�jQ$
�t�'
Fg3
LS�¢S�
g�
�y6}.
421n
170-01
020
170.0
435
170.0
7N
170.0
{70
170.0
909
170.0
600
170.0
002
170.0
619
170.0
ilia
170.0
621
170.0
1240
/70.0
621
170.0
14M
1 0.
521
170.0
1735
170.0
621
170.0
1083
170.0
621
lain
170.0
708
170.0
624
170.0
O50
170.0
6W
f70.0
002
170.0
030
170.0
1133
111.0
001
110.0
1275
170.0
e77
170.0
14W
170.0
SW
170.0
1700
170.0
080
170.0
1M
170.0
600
170.0
=I
170.0
460
50.8261.
V0.0
747
170.0
503
170.0
We
170.0
$31
170.0
1040
170.0
894
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1404
170.0
750
170.0
1793
170.0
714
170.0
2092
170.0
766
170.0
2391
170.0
750
541n
170.0
107
170.0
Sf2
170.0
OM
170.0
691
170.0
ilia
170.0
754
170.0
1275
170.0
603
170.0
.1434
170.0
837
W0.0
1594
170.0
6M
1700
$913
170.0
061
170.0
2231
170.0
$81
V0.0
2560
170.0
WI
00h
170.0
0W
17a0
701
Vol)
1003
170.0
797
110.0
1240
170.0
678
170.0
1417
170.0
ON
170,0
15W
170.0
Bell
170.0
1771
170.0
1033
17aO
2125
170.0
1083
170.0
2470
170.0
1003
170.0
2W
170.0
1083
Wh
170.0
OM
170.0
715
t70.0
1118
170.0
bM
170.0
t302
170.0
WO
170.0
14M
170.0
1015
170.0
f073
170.0
1076
170.0
1W8
170.0
1122
170.0
2231
170.0
I118
170.0
200p
170.0
1171
170.0
2076
170.0
4171
p
win
170.0
071
170.0
780
170.0
1f09
170.0
903
170.0
1791
1700
1009
170.0
1S69
170.0
1W8
1700
1763
170.0
1155
I70A
1946
170.0
1210
170.0
2336
1710
1275
170.0
2727
170.0
1258
170.0
3117
170.0
1260
s
72h
170.0
INN
170.0
670
170.0
1275
170.0
1008
170.0
14N
170.0
1124
170.0
1700
170,0
1225
170.0
1013
170.0
1315
170.0
2125
170.0
iM7
170.0
2660
170.0
tIW
170.0
2075
170.0
5520
170.0
7100
170.0
1570
76 h
170.0
1122
170.0
037
170.0
1340
170.0
1060
170.0
1670
170.0
1209
170.0
1714
170.0
1322
170.0
2010
170.0
1421
170.0
270
170.0
t6W
170.0
2092
170.0
10"
170.0
3140
170.0
IN4
170.0
3589
110.0
1705
78h
170.0
1161
170.0
067
170.0
1381
170.0
111S
170.0
1811
170.0
1250
1 00.0
1842
170.0
UN
170.0
2072
170.0
1474
USA
2302
/70.0
10 4
170.0
2703
170.0
1700
170.0
3223
170.0
1777
170.0
3863
170.0
1706
001n
170.0
1326
170.0
1144
170.0
1604
170.0
1320
170.0
18%
170.0
1400
170.0
2125
170.0
1053
170.0
2391
170.0
1703
170.0
2550
I70.0
1018
170.0
MW
170.0
2125
150.0
3413
170.0
2273
134.5
303
170.0
2301
Olin
170A
1417
170,0
1232
170.0
1700
170.0
1434
170.0
1W3
170.0
1022
170.0
2207
170.0
1794
170.0
2550
170.0
1952
170.0
2833
170.0
20W
160.0
31W
170.0
2338
137.1
7109
100.6
2470
120.0
3199
150.1
2428
100 In
170.0
16W
170.0
1409
170.0
IM3
170.0
1547
174.0
2231
170.0
1070
170.0
2550
170.0
2074
IW.8
2781
170.0
2271
148.3
2781
181.9
2333
123.0
2791
140.4
2281
1WA
2781
126.0
2234
02.7
2701
118.0
2190
III In
170,0
15M
170.0
1454
170.0
ON
170.0
1700
170.0
2293
170.0
1933
170.0
2021�170,0
2140
151.0
2832
1011
2245
IWO
2632
148.4
2210
113,E
26W
126.4
21W
67.e
2032
115.1
2125
85.4
i032
f08.3
2088
1201n
170.0
1711
170.0
1688
170.0
2526
170.0
1W0
154./
2252
150.9
1B11
1M.f
22621.1
19W
120-1
2252
127.2
ISM
108.1
2x62
118.1
1016
00.1
2252
90.6
10M
T7.2
3252
WA
1838
41-6
7t12
81A
18081NIn
125.1
1504
12a.9
1445
104.3
1504
100.t
1425
60.1
1564
01.6
1/07
79.2
15640.7
1300
69.5
1564
72.3
1373
62.0
1564
65.7
t358
52.1
1554
58.0
17M
N.7
15W
49.2
1M5
M.1
55W
NA
1293
nq
hor C anacity
Table Ilbal
Anchor ClipPsttems
BuMIn1e:
2.7k Commie
S.Sk Cork.
1401-CMU
Filled CldU
PT Wucd
Maw
Amhw 7Yjw
WIC Eko Ulbaom
1/1' Eko Uluman
5N6' Eke
UI4•om
311r Eko Illbaom
114' Eke UI9mm
1/4' 05 Eko
AWW-W
5/1W Elco
ut-on
1l4. 88 Eko
AWraG.W
010 Steel
Be ew lG5)
912 SWel
9omr (GS)
01281.d
8orow (G51
E okwle•
r
x-trr
r
2•1IY
3•ve•
r
x-1rz•
r
z•1n'
r
LIIB`
r
o.+s•
os4•
0.321•
E mt
1•dN'
1.3/4'
1-0A'
I -we
r
14W
I.1/1•
1.1//'
1.1W'
1-1/4•
1414•
r
l-w
I-wr
w11M
2 AMion IC MIn. O.C.78
or Ol4et .18
J ba
3609a
450.a
BOOIba
1W4 It
2701M
2801M
75461a
7401ha
TI Iht
BW IM
0461M
3411M
N21M
MOIM
4 AM 4.Br Mh. O.C.181erdard
w Ose . J I
760lbs
750 to
900 IM
17601M
JZ3216e
5401tr
$80 me
7001W
1480 VW
7481M
12721M
18221M
6021M
8851M
1120 an
8 Anahaa 1. 71' Mh 0Q I S. an0ero a06fa1 Cl ,4:
11801ba
14001M
f0101ba
2595Ibs
WA
WA
WO IM
WA
1005 am
WA
WA
WA
13030.
1710 wa
22401M
4 3•M9. O.C./ 2r5 I .5:
150lba
780lba
no Ibe
15WIM
1mews
540be
MOIM
WA
TOOIb1
IIBiM
6801M
18921M
W21M
BBSIM
11201b•
B Arohora Min. O.C.I 215A 100. 6
1580Iba
15BOIM
1300IM
3120 be
3792lba
IOBO ke
1120 IN
WA
15209a
14061M
17801M
1 37641M
1 063 IM
1 17701M:14-
a
2 Aro 'n. O.C. 7 2k3 ' I 7
18901M
21001M
1440 IN
37601M
WA
WA
020 R.
WA
15M It.
WA
WA
WA
20451M
N541MM
AroAae 1.3{' Min. O.C. I UCI Into.125• AMn, F . 8.
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
aArchon
0.&'Mh OCJ U-0 edo.125'AkM. F .9:
Anchm 4.6r Min. O.CJ F F . 10
WA
3B0 be
WA
7B0 ba
WA
4501M
WA
890 Poe
WA
10101M
NIA
270 RM
WA
280 M
WA
3%M
WA
140 Ua
WA
37iM
WA
BM IM
WA
BIB Ea
WA
341 IM
NIA
4421M4
M2
1.71' rtOC1 .tt
50WA
WA
4701M
WA
5331Da
WA
WA
WA
0521M
0051Me
Y 1nunc Ar~r7
.ANCHOR CAP."„
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1--2.000"---1
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 250'
TABLE NOTES:
FIGURE t; FIGURE 2: • FIGURE 3: • FIGURE 4: • FIGURES: FIGURE 9: FIGURE 10: .IGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • . • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 0: FIGURE 7: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
• • • • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF A26"
MUST BE USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO
• • • • • • • •
PAIRS BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 6' X.25'
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. MULLION
PRODUCl' REVISED
oe cnrnPlyitg wiIh Ow Fk11tft
Bulldhla Code 1,_.. ,
j/ ,11f11111F17 V
h1u. 513705
lap .% .
A. LYNfJ'fviILLr:R, P.E.
FL P.E.# 58705
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
TABLE 14A
Mullion Ca ac Table • • • •
Opening Width(for xerflcel"panring
mullions) or Opinbj Holpht(for
hod2anW*spmirg mulllorl6) • •
501.
801n
701n
801n
gO In
100
•
140 In
1001n
1.20" x 2.11"
x.125" Alum
T be Mull
Reclengolw
Leadlny
TepTd&V,
tnadep
ReolweWar
Loodro
Tmpfdarp.
Loeft
Radlangular
Loafing
T daro.
Ladro
ReclaraNaz
Laadng
TRpfdarp.
Loading
Rxlar"IS
Inedro
TrapTdaro.
Laadrp
Ratwv ft
LoWng
TraprTaangJR
L*-%Vro
pul#r
Tia"ang
Waft
Ralan9War
Loading
T.r/rd g.
Lwding
ed ngUar
L.oadlrp
Tropfdwp
Lwdro
421n
144.2
620
167.0
428
120.2
S8
148.0
419
103.0
520
13a9
414
W.
SM
134.6
411
$0.1
928
134.1
411
721
5'M
134.1
41620
134A
411
51.6
516
134.1
411
{5.1
628
134.1
N1Nh
069
403
108.0
333
60.5
400
84.7
926
N.0
103
88.4
320
00.4
4W
61.4
117
537
403
7g.1
316
40.3
403
76.8
J7403
78.8
3f1
34.5
403
78.6
314
80.2
403
70A
314
tl16261n
823
3S1
91.0
301
888
782
793719289
61.5
982
672
286
457
987
a4,8
2&
M.2
Jag
83.8
2S382
20.1
362
83.5
Z83
257
382
G1.5
703
51In
87.6318
7{.1
287
566
318
84.2
M1
4G6
316
57.7
250
424
318
53.5
253
37.7
916
00.8
250
339
318
{D.5
2A318
24.2
318
49.7
248
21.2
J18
4D.1801n
49.5
258
63.1
219
41.2
259
46.7
214
36.3
250
40.7
210
30.0
258
37.2
217
21.5
250
a4.9
201
24.7
258
33.4
20256
17,7
258
32.2
201
15.5
250
32.2
201
631n
42.7
234
45.8
200
35.6
234
391
195
30.5
234
34.7
792
26.7
234
31.0
109
3V
234
20.4
168
21.4
234
28.0
16234
15.3
234
2a_5
183
13.4
234
20.5
1B368
In
37.2
213
30.4
153
31.0
213
33.7
179
28.5
213
29.8
178
23.2
213
27.0
173
20.6
213
251
170
1a6
213
237
10213
T32.220I
19.8
213
220
188
11.8
213
22.0
168
72In
2a0
170
XI
155
Me
179
268
IN
201
170
225
140
17.9
179
203
147
159
179
18,7
146
78 In
24.3
161
25.4
140
20.3
151
21.6
137
17.4
161
19.0
136
15,2
lei
17.0
133
70 In
I 225
152
23.5
133
198
1&
19.9
131
16.1
162
17.6
120
TABLE 14B
Anchor
apachy Table ba
AnehorCllp Pettema
sift a
rm 2.7k Cmle
3.5KCma.
6w 1b8CMU
Fxe9 CMll
PT
006
Metal
Armor ryp<
3016•EkOUIaRm I III Elio U1.01
I 5/16'Ek0
Lemon
3/18'EkOUMcon
t/4'Ek0 UItw,
1/T SS EkO
Aglya(War
5/10Ek0
1#hcm
1108SE1t0
AgweGetor
XIOSIe6
Scraw(06)9dow(05)
012Steel
#1281ee1
8arew(r36)
E Gnl=c
t'
1 2-1/7 1 1'
1 2-1?
1 3.1/8•
1• I24lC
1'
212'
2•
I 3.1/e•
1'
0.1W
0.54•
0.32r
Ernbe0bn6 InJI
44a
184/
/e
14,
w8ea
{Man 3MYIO.C./ 215A tl / 1
68.0Ya
1560 bJ
1896 #x
5401a wJ
wA
•a
7 M
BBO b1
18D2 Ma
6B2 ros
B65 b
1190it,
ANCHOR CAPACITY ADJUSTMENT FORMULA:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
-1 F FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
_ ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
I
2,118"
125'
T
1.26" X 2A V X .125' MULLION
(INTEGRAL FIN MULLION)
RI
PRODUCT REVISCD
a.t c0111pl ying wllh the Flb"
Build'ng Coda I�QZ•tl
Acceptance No �
Expiration � QQ 21
1ltlilur,
c���:.•'�tOE�ISE . 'P
is � No. 58705
A. LYNKIrMILWA P.E.
FL P.E.# 58705
. . ... . . . ...
. . . . . . . . . .
. . ... . . . . ...
TARI F 11;A
NulponCapacity Tabl• do • • • • • • •
Opening lMdth(faverdeet6perin! millions) orOpening N6ght
(for WZOIJ6"
nOm111ior16) • •
50 In
so h
701n
Win
901.
iod1i,
In
)Gain
3.26" 30
Reotenpaar
Loadh9
I 7ta"wd.
Loscing
Raet.-gWor
Loa01n0
T.015d •.
Rael•lguler
Lesda9
%Wlidarn,
Lowing
Reetangler
lAecing
Tri"snO.
Lcadtlg
Recterww
LoadingLoscing
Trepm-v
RegeigAof
Lade
Imprraeng.
Lwft
Raat VA-
Lading
Trwffl n0.
Lancing
ReMarlgAef
Lacing
Tra dnrp.
Lacing
Rectarpder
L-Av
Tre"ang.
Ladn9
DEG. AL
AYMULL
�'
45�
E
y5
§$'Loa*g
0
�
�
�
y
�'
q
�'
•
a
•
A
•
1!
1
g'
I
�
42h
170.01
020
170.0
435
170.01
744
170.0
476
170.0
TOO
170.0
NO
170.01
all
1 170.0
1119
170.0
1110
170.0
021
170.0
1240
1170.0
621
170.0
1418
170.0
521
170.0
1TA
170.0
521
149.1
1740
170.01
621
46in
170.01
708
170.0
04
170.0
1 650
1 170.0
584
170.0
992
170.0
030
170.0
1133
170.0
"1
170.0
1275
I70.0
an
170.0
1417
170.0
660
152.2
1522
170.0
NO
130.5
1622
170.0
660
114.2
1522
170.0
080
SOAZIn
170.0
747
170.0
563
170.0
808
170.0
031
170.0
1010
170.0
004
170.0
1195
174.0
723
170.0
1346
170.0
747
104.2
1443
170.0
700
136.0
1443
170.0
755
117.3
1443
/70.0
756
102.6
1443
170.0
756
541n
170.0
797
170.0
Oil
170.0
060
00.0
691
170.0
1116
00.0
764
170.0
1275
114.0
U3
160.4
053
170.0
ON
144.3
1353
170.0
808
1".3
1353
170.0
G61
103.1
1353
170.0
861
90.2
1363
170.0
001
601n
170.0
615
170A
701
170.0
1063
170.0
797
157.0
121E
170.0
078
148.1
121a
170.0
144
129.0
1210
139.8
NO
118.9
1218
152.1
924
EA
1216
146.1
913
834
1216
140.1
813
73.1
1218
14&1
013
63 in
170.0
NO
170.0
745
170.0
1110
170.0
850
150.2
1150
186.0
933
IMA
1150
153.0
014
INS
1150
141.0
096
106.1
1150
134.2
ON
II?A
1t50
126.7
871
70A
1160
126.2
$70
65.7
1150
120.2
670
i
011,
170,0
974
170.0
789
152.4
INS
105.8
881
130.E
1048
146.6
ON
114.3
1010
IMA
ON
101.0
1W8
123.4
6J9
91.4
1648
116.6
530
76.2
1046
109.4
121
05.3
1048
104.2
818
$7.1
1048
106.2
a1S
721n
140.8
S80
147.9
704
117A
600
120.0
746
100.8
O60
110.6
734
BOA
140
100.0
722
78.2
880
92.0
712
70.4
860
8a.2
703
58.7
OW
79.2
03
60.3
$80
76.5
ON
44.0
f160
764
68O
76h
110.7
790
125.1
O90
99.8
700
10a4
078
63.6
700
93A
G63
74.6
7MO
8&0
052
80.5
790
78.0
$43
S0.0
700
71.7
NO
49.0
790
86.1
824
42.1
790
02.1
S19
37.4
790
01.5
517
78In
INN
750
115.5
657
22.3
750
0&1
644
79.1
790
45.9
832
60.2
760
77.1
021
41.6
760
70.0
Oil
55.4
750
65,7
WS
48.2
750
60.4
694
39.6
750
64.2
NO
34.6
750
55.6
580
90In
721
50
74.4
600
GMI
503
G29
401
51.5
50
54.0
483
45.1
OW
4ag
475
40.1
563
MA
4M
3a1
ON
40.9
482
30.0kWj
452
25.4
583
33.3
443
22.6
663
31.8
442
gS In
69.4
495
61.1
443
49.5
405
51.5
435
42A
405
44.0
427
37.1
494
30A
421
33.0
496
38.1
415
29.7
495
332
409
24.8
400
21.2
495
25.0
304
1S.8
405
25.0
3901061n
41.7
391
42.6
303
34A
301
3a9
346
20A
JO1
31.1
542
20.1
301
27.6
337
23.7
1191
249
3M
20.9
391
228
328
17A
321
14.9
391
ITS
316
1111n
34.4
370
39.2
3J5
320
J70
33.0
330
27.5
370
28.0
325
24.0
370
25.3
320
21.4
370
22.8
318
11.2
370
20.9
312
16.0
306
1201.
30.4
317
W1.1
269
25.3
317
26.0
284
21.7
417
27,5
280
19.0
317
19.0
270
11.1
311
17.9
273
f44In
17A
220
17A
203
Anchor
CaPacity
Table b1
AnchorClp Patkm4
Sobel•tn'
2.7k Concrole
3.5k Cd .
I
HOW CMU
I F•ad OMU
Fir
Milo!
Andwr Type:
yfe Eko Ullncm
1/4' Eko Liars cgl
y)S'fko
Ukxa
yW Eko U1lracan
114' Eko k4im
1PI'88Eko
AOOraGelor
Sf18'Elco
U6raean
1/4'88fk0
Aggrecewr
4108MN
S-(G5)
9128"
S." 1G5)
012 SIOM
Serew 100)
E OMMrwa In
1'
2.1/2'
1'
2-ire
3-Ifa'
1'
2-IM
1'
2-1k'
2'
3410•
Y
OAB•
0.54•
0.324,
Em6admeM On):
fall'
1-y4'
1•y4'
1-y4'
2'
t-1/P
I-Iw
1-1M'
t•1N'
1-il
1.114'
Y
1alB'
1a/6'
wnse
2 AnOtM V Min. O.C.
7a6 MOM / . f7
3W 114
390 be
4%4•
890 bs
1700 a•
270 b4
2501be
354 %
74o um
4 l0e
I
946
341 be
M218e
be
4 Alwhon 15'MIn. O.C'I 2k5A COpsI .27
7O0 be
780 R.
7906e
18701a
2525 b4
540 be
5OOIW
IVA
!I The
7481as
S80The
Imvm
5821W
685Ita
If20 be
OAalwn 2.71•MinO.C. 2e6 ! .3
ir20Poe
11201M
B58b4
22401G
2254b4
WA
&Ola
WA
10391a
NIA
13200•
IVA
f0721W
13770p
I6O0ae
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 680. WOOD SHALL BE PRESSURETREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083•T6 AND BE A MINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S.
(DP,,,) X ( ANCHOR CAP ,"`
MULLION CA"'"") =ANCHOR CAP.,,,
P.„,,._-
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
11
30' BAY
MULLION
PRODUCTREVISED
ae cemplyinG whin We Flo"
Ruilding Code r, _
L �flt�lrf,/S-7�
ru
fATC OF
C).{.`
A, LYNN M(C R, P.E.
FL P.E.# 58705
TAt11 C 4AA
AhLillon Caosafty Table dbsWI• • • •
Opening Width (for yertica%yeperri
mLAions) orOpenin NN ht (for holimrAa6Y•eparrirg n1tAIOnt) 0 *00 • • •
SO in
SO in
To In
801n
901n
1001n
1201n
1401n
IN In
6.2a^45
Rsotnauls
w
I Traedsle.
tag
ReotsnpAe7
Los
Tnprr6an0.
Loaanp
Rect•lOLd
TrspRrino .
Leadro
ReclsnOJer
Lesdna
TnpRBma.
tadna
Rsct•eJY
L.aadna
TnWTAma.
Loedro
ReotenOJer
LadnII
T7eWTdsna.
l.Ad61/
Recwn•lr
I"ft
TrWIlli 18.
Lo
RectenOJer
Loaft
Tnprt6ere.
Ladn/
Reamaolar
loading
Trwrdanp.
LoWmp
DEG. AL
BAY MULL
�
��
�
��
d
��
c7
�a
�
�g
g�g
�
�
��}
�
�
��
�
�
��
•
�•
�g
'
�•
�#�
�
0�
����'
��
42In
170-01
620
170.0
435
1170.01
744
1 170.0
478
117001
408
1 170.0
606
1170-01
082
1174.0
610
1170.0
j 1116
170.0
621
170.0
INN
170.0
521
170.0
14N
170,0
521
170A
1736
170.0
521
t110.3
1871
$70.0
$21
4a In
170.0
706
170.0
524
170.0
850
170.0
$84
WOO
002
170.0
NO
170.0
1133
170.0
651
170.0
1276
170.0
077
170.0
1417
170.01
1633
1037
170.0
880
140.3
1037
170.0
680
122A
ION
170.0
660
SD.825In
170.0
j 747
1 170.0
663
170.01
006
1 170.0
831
1170.01
1046
1 170.0
04
170-01
11951
170A
723
$70-01
1301
1701
747
170.0
1494
170.0
750
147.1
1552
17o.D
750
120.1
t552
170.0
766
110.4
1552
170.0
760
541n
170-01
707
1 170.0
612
170.01
056
1170.0
691
1170.01
11VS
170.0
754
170.01
1275
1170.0
803
170.01
413/
1 170.0
O37
155.2
1465
1170.0
656
1203
1455
170.0
561
110.8
1455
170.0
661
01.0
1433
170,1
061
801n
170.0
1 855
170.0
701
170.01
10631
170.0
707
170.0
1240
170.0
$70
167.11
1300
1 170.0
944
130.71
1300
1 170.0
NO
125.7
13M
163.5
904
304,8
13M
157.1
082
89.6
t306
157.1
ON
me
1300
157.1
ON
.n
170.0
430
170.0
745
170.0
1116
1 170.0
NO
f62A
1247
V70,0
040
142.51
1247
184.5
963
120.71
12471
152A
065
114.0
1247
144.3
052
05.0
1247
138.2
NO
814
1247
135.7
936
71.3
1247
135.7
M5
66In
170.0
074
170.0
780
170.01
1160
1 170.0
/00
146.4
1190
163.7
005
U0.0
1100
147.9
045
11&41
1100
I U8.5
026
103.9
1120
1264
914
0&0
1190
170.5
806
74.2
1100
II&I
ON
04.9
1120
110.1
803
721n
161.6
1010
169.0
877
1 134.71
10101
144.6
850
115.4
1010
127.2
$42
101.0
IOtO
114.7
US
80.4
iota
105.E
817
00.6
1010
S60
507
67.3
1010
20.0
70S
57.7
1010
67.6
1 790
SOA
1010
VJ
789
761n
137.4
ON
143.E
702
14.5
BOO
1 122.0
775
08.1
008
107.1
781
85.0
ON
00.2
749
70.3
000
683
736
65.7
006
$2.3
720
$7.3
BOO
74.7
710
49.4
ON
71.2
710
42.0
000
1 70.6
708
74 In
127.1
8a1
132.5
764
105.01
601
1 112.5
738
90.5
061
08.S
725
70A
861
$0.5
M3
70.8
661
41.0
703
63.6
W1
I 75A
604
53.0
001
56.1
601
46A
861
04.5
$75
39.7
Wl
03.7
072
00M
82.7
048
86.4
674
S&O
64a
72.1
S5/
69.1
50
0.0
SM
51.7
60
50.1
50
48.0
00gg=1.14
SV
M.5
548
41.6
51/
20.5
516
30.2
511
25A
846
39.5
607
001i
6t.2
50
70.1
506
WA
606
50.1
400
40.7
880
51.4
401
42.6
SU
455
403
37.0
688
470
20A
680
33.4
459
2106In
/
441
46.0
405
30.1
41a
41.2
300
94.2
44B
35.7
393
200
140
31.7
367
25A
M9
377
20.0
H0
22.T
366
17.1
449
20.4
301
15.0
440
15.9
366
1 V1In
�34.0
425
-0
M5
36.6
425
37A
370
31.6
425
328
379
27.5
425
20.1
367
1l.6
426
20.2
3�
221
126
21.0
356
18.4
/2S
20.7
350
16.8
425
1e.e
943
120In
364
35.5
931
20.1
364
2/.0
37.0
2A.0
904
26.6
321
21A
364
22,6
31T
10.4
364
20.5
813
17.5
3e4
1a7
300
144In
20.2
253
20A
233
108
263
17.1
230
nchor
Conaefty
TabN b•
6UDe1ra1R
Anchor C% Pattern• ArwMTypr
E oatelwe n):
Enbednn10n7
2.7k Cononls
3.5k Caw.
"m U
Food OMU
PT
mew
3/1r Eko Ukacon
IN, Ebo Ultraoan
61"' Eko
UUxan
Yir Eko Ullreeon
1/1' Ekc Ullman
"r 68 Eft
AppMtslar
Stir Eko
UOncon
1/4' Se Ciao
A0pre0ela
#to Steel
Some 1051
Ott Steel
Bomr(05)
81281ed
Sc1sw (05)
1'
241r
V
2-trr
3.118-
1'
2-tfr
1•
2.1/r
r
3.1Ir
2-
0.40'
O.SI•
0.31P
1J74'
1V4•
1.314'
1.30V
T
1.1f4'
1-U4'
1-1H'
I -IA-
1-1/4•
1.114•
2'
I-w
11V0"
wnee
Amhora 6" W n O.0 1 2s5 / . 1
390 •e
b
450
690 eie
17 0010s
2701M
200IDs
�4 6r
T40 M
711Ds
7101W
e40 •e
341 ros
44 lb
500IDs
4 Amhas 3.Y Min. O.C. / 2r3 I .27
700 •e
780IOe
T9D •e
10701Ds
2525 We
MO los
560IDs
WA
111011r
740 iDs
880IDs
160210s
882 0e
865Ibe
1120 ks
8 non 2. 1• h. 0MIMMAnakChatflo.3
11201bo
11201Ds
I 0501Ds
1 22451bs
2254 M
WA
&61Ds
W
105010e
WA
1320 tW
WA
1022IDs
1327 04
la10 6w
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGES STRUCTURAL STEEL TO BE AT
LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 d #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 00 S.S.
(DP„") X � MULLION CAP.,,e,,,,,,� -ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLIONI
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
PRODUCT REVISED
m c-PlyLy with aw FlbrMs
AmplanceNo 1(0.0%16.0,3
Expiration Date FUZ M& 20-21
`�Us1 IYNN lq/ fl/��
P10, 58705 -_
if 01
An ; oaa.OT
A. LYN, INU GeR;�.E.
FL P.E.# 58705
1.250' 1.250"
3.250' 3,250"
.100'
- T ,100" 8
--1 .820' F-- t --I .820' 1•-
1.25' X 3.25" X .100" 1.25' X 3.25" X .824"
MULLION MULLION
8006•T5 ALUM. 6005•T5 ALUM.
XSECTION X-SECTION
1' X 4' X .375'
"T'-MULLION
6063-TO ALUM.
X-
SECTION
--1 .620" I--
1.25' X 3,04" X .824"
MULLION
BOOSTS ALUM.
X-SECTION
•
•
ea:
; •
•
•
...
e ;
;
e
740' e e e e •
• �25' • •
I I
.125" STAN -"I • •
2.000' 6083.76 M. • • • •2a129• • •
••
X-SECTI • • • • U-CLIb
• U ALLW.
�23' : • • • �X-SECTION e
• •
520
5.600'
.375° 3.125'---°-j CUT HERETO
_ CRATE F-CUP, SEE (-.375'
MIN. DETAIL F. SHEET Il
I I I I I
I I I l
I 1 1
I I 1 I I
I 1 I I
l75"4-
I I I I F
I 1 I I 1
I I I I
I I I I I
I I I 1
1 I I I
2,661'
I`IIIIII
37.521"
1.377'1.877' MIN,
.125'� 15ULLION 32045°2
3230'-t-.545- BAY M.E
30' BAY MULLION I 0083-T6 ALUM.
6063-TB ALUM. I X-SECTION
X-SECTION
.228',-,901"-i
NOTES:
'8 STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063•T6 ALUM,
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116'.
1 I I 1
I I I I
I I I I
I I I I 1 I
i i I i H
I I I I
I I I I
OFFSET CLIP
6063-TC ALUM.
TOPVIEW
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
375'
Alai
�Y
2.000" 2CLIP
6003-T ALUM,
L 8083•Tfi ALUM.
X•SECTION ,125" CV
a (n
N
z
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER , 1110'.
375"
CENTER OF
ANCHOR HOLE
MUST LIE WITHIN
THE DASHED
F
BOUNDARY. SEE
SHEETS 5-20 FOR
THEANCHORO,C,
DISTANCE,
1
MAXIMUM
ANCHOR HOLE
I
DIAMETER:
ANCHOR
DIAMETER + 1116'.
U-CLIP
0003-TB ALUM.
TOPVIEW
TABLE C
01manelon
Value (In)l
For Mullion:
F
G
1.000
.125'
Aluminum
H
2680
I
T Mullion
F
3187
1'X4'X
G
0.757
.375"
Aluminum
H
2.30
I
3.DD0
Tube d,'r
F
2260
1.2Y X3.25"
G
0.760 j
XAW
Aluminum
H
1.500
I
3.260
I Tube Mu51on
TABLE D
r---------------------1
I I
----------------------
I I
I 1
I I
I 1
I I
I 1
1 I
I 1
I I
I 1
I
TABLE C, CONT
01menelon
Value (In)j
For Mullion:
F
0
1.938 1
0.600
1.28' X 3.2 '
X.024'
AlUminum
Tube Mullion
H
1
1.43a
3.250
F
G
2.825
1.126
.25- X 3.94-
X.624'
Aluminum
Tube Mullion
H
1
1.500
3.250
F
21113
30' Ba Mull
F
2.875
45' Sa Mull
.375"
MIN.
2X5 ANGLE CLIP
6063-TO ALUM,
TOPViEW
Mull olmenAon
(NiuU)
POT Part#
Mullion
Std. Clip
OOeat Clip
U-CIlp
Angle Clip
V X 4- X. 125- (10)
IISM
650111M
II01122M
866241M
a8855eM
V X4- X.375' (11)
86810
680112M
GN1123M
OW42M
688519M
V X 4' X.37Y'T(11)
OW53
806112M
GN1123M
eW242M
W0519M
1.25' X 3.2Y X.100' (13)
20180
0681127M
8861124M
SU2410M
1IM115M
1.25-X3.25-X.824-(14)
20161
8881128M
8661125M
6602411M
8865116M
1.26- X3.94- X.624- (15)
20f02
V.
888110M
8581126M
680241M
WN17M
30 Degree (16)
wA
WA
NIA
8685110M
45 Degree (20)
080.i0
wA
1 wA
I NIA
6065111 M
"P.4)UCT REVISED
i+ Complying with the Fbrida
building Code )�D'�)S
Acoeplanca No 3
Bilplmtiprl D EZEW 9= i
of.YNN ... Ai,
PW,50705 t.
Ott'-.,
A'LNNI 4R; E.
FL P.E. 58706
TART F P
Mull Dimension
('hest #)
I PGT Part#
I Mullion
Std. Clip
U-Clip
I Angle Clip
2" X4" X.25" (1e)j
88602
666261M
686271M
8865112M
2" X6" X.25' (17)1
60604
J 666262M
I W272M
I 8665113M
--I I--.126'
STANDARD CLIP
2 000" I 6063-T6 ALUM.
NOTES; X-SECTION
I
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING -126'
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. 1 4lX1"---i
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2.000"
4.000'
•2502"X4'X.25"
MULLION
6063-T6 ALUM.
X-SECTION
r---2.000'--j
• • •• • •a•
U-CLIP 2X5 ANGLE CLIP
• • 2.125r0 • • • 80�i8ALUy1y • 006
• • • X•SE(VIOIr �, pQ" X•SECTISECTION
• • d25' •• �• .12F
• •
5.500"
CUT HERE TO
.376" 3.500` �I CREATE F-CLIP, IF�-- 5.000' 376'
SEE DETAIL F, .mill I MIN.
MIN. SHEE74 MIN. •376"
r---_-___ _-_I-_ ------------
I I
I I I I I
I I I I
I I I I
I I I I
-�-- --- --�- 3.438' —+ 3.43W rC--------j
j 3.438'
I IL I .375
I i I
� -----'-j -- -- L--------------------� MIN
L-- STANDARD CLIP U-CLIP, 8063•TB ALUM. 2X5 ANGLE CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063•T6 ALUM. SED FOR 2- X 4' MULLION. SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6W3-TS ALUM.
—WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C,
DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1116'. WITHIN THE DASHED BOUNDARY. SEE DIAMETER; AHCHOR DIAMETER 1118'.
SHEETS 6-20 FOR THE ANCHOR O.C.
5.500" DISTANCE, MAXIMUM ANCHOR HOLE
—3.600' CUT MERE TO DIAMETER: ANCHOR DIAMETER+ 1116".
.375"__ F CREATE DETAIL1, , .375" 5.000"
MIN. I sHEEraF, j-MIN. rt 1 -rl .375'
I I I
t I
I
I II
I I
I I I
I I
I I
I I
I I
• I _
I I I
I I
I I
I
2•Xe'X.25• I I
MULLION j
6063-T6 ALUM.
X-SECTION I I
I I
IfI I I
STANDARD CUPL
6063-T6 ALUM.
TOP NEW
.375'
I
t — 6.438"
5.438'
ILI
U-CUP
6063-T6 ALUM.
USED FOR 2" X 6" MULLION. SHEET 17
TOPVIEW
r---------------------i
I I
I I
I f
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I 1
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
MIN.
,''RODUCT REVISED
es complying with the Flwkb
Building Code
Acre"._ No
L 11,IIIIIII�
, .: , ... , 49/t'N
F��• •. 1 �cErlse 'C'1
No. 58705
MIN,p.: =
tO� 5 A.<�1
P N-
110NN L\ `
A. Lyw wilLi!IkR, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHOR$ IN HEAD
{'
�T-
FENESTRATION DETAILS
PRODUCTS SHEETS
APPROVAL 2-3
72•
MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES••TH WINDOW FRAME FPTH IS 24W. THE QPSNING IRE$ A DESIGN PRESSURE OF-60.01-80.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THMMU•LIO: LENGTH IS 7t AND THE OPENING VIDTH 1 *'+32+1' =65". REFERENCING SHEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TASLft FOI•A MULUON IIS Rf LEAST 1HE 41 N001�FRAME DEPTH OF 2-1(4" AND WlLL MEETOR EXCEED THE REQUIRED
DESIGN PRESSURE OF +80.O1.60.0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT SIZE. THE RERT LARG1111WE �/AILABLE.
FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375' MULLION (LENGTH = 72", OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1.58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION. • • • • • •
00
FROM TABLE 4A, SHEETS, THE 1- X 2.76" X .650" MULLION (LENGTH :�y, OPESWj: H 070';HA•A 1:SIJN P§E%OJRE OF +l-T2.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR C•PASTY jtEC IRt) O: •
g
it
x o
U �e
11-c
'f
s 0'
LENGTH
Q
�39LBSO •
2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY ARITCLIP WP�REQ*LWID Ry•L���•E WOOD SUBS�t' ATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X6
ANGLE CLIPS WITH #12
yg4
N
m
SEE
(4) ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COaD BE U&S,"IHERITANDARD CLIP IS EASIER TO INSTALL.
Z
fi
N
DETAILS,
[:///SHEETS
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS,
WILL
V)
23
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
W
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.['
NOANCHOR$ IN WINDOW $IL32'L
3Y----I �---- �—
--i V—MuLL WIDTH
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1.80.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
W
mj
a, I co
0
~
OPENINGWIDTH
(gp PSF X ( "ILBS 524.9 LBS
) ` 72.7 PSF _ (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 46)
~
THE BUILDING SUBSTRATE 1S KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.318". THE OPENING REQUIRES A
DESIGN PRESSURE OF +50.01--56.0 PSF.
SSS Z
FOR THE VERTICAL MULLION'
Q o
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+l"-105' AND THE OPENING WIDTH IS 3W-36'+1' -73. REFERENCING SHEET 25.
`+
EXAMPLE 2: MULTIPLE MULLIONS
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.31V AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE
LU o
MULLWIDTH- r.-
OF +50.01.55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1- X 2.75' X.375' MULLION (LENGTH - iOB', OPENING WIDTH - 60') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1.15.1 PSF
(L N
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
U
SEE
FROM TABLE 12A, SHEET 18, THE 2" X 4' X .250" MULLION (LENGTH =108', OPENING WIDTH • 80') HAS A DESIGN PRESSURE OF+I.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS
4 O 0
� �� Z �
DETAILS,
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
N
too
8EE
32' FENE$ UCrS N SHEETS
PRODUCTS 2.3"�
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+30'-2•= PREVIOUSLY
7B NOTUC
ASSUMED. VERIFY
-i -� m OR
�R��
THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
D
IIiF \-
THE 73' DIMENSION (38-1/2'+35.1/2"+2"=73').
VERTICAL ,
j 2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
I
j
MULLION -� `-
CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
SEE
LENGTH -SEE
8
USING THE STANDARD CLIP WITH 3H6' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
( )
S DETAILS, DETAIL E,
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
SHEETS 23 $H
OPENING EET 3
FOR THE HORIZONTAL MULLIONS'
HEIGHT
Fall
IO'
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .260" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
Mu ION
u
MULLION TYPE COULD BE CHOSEN.
PR(M)UCT REVISED
1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32'+72'+2' -106'. REFERENCING SHEET 26. THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE
Lf M-1plyin= wi31 bo Florlb
USED. FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250' MULLION (@ LENGTH .42', OPENING HEIGHT • 1201 HAS A DESIGN PRESSURE OF +(-170,0 PSF WHICH EXCEEDS THE
REQUIREMENTS
IBu ld�codde l6.027 $ •Og
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
E mpianc
DETAILSSES
Dote /f,�Q,(
SHEETS
SKFEYS
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8'
Dy
43
WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
(4) 3f16' ULTRACON ANCHORS
Miem Dade ►redup
AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LEIS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
\ 1 I I I I I
ANCHOR CAPACITY OF 521 Les-
,.YN(q
RIZ\.\
34', NON, MULL LENGTH �Ml$1LLHE GTM
4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LDS. TABLE 126 FOR THE U-CLIP SHOWS THE ANCHOR
U\SI
•'\,\CCNS�
—OPENING WIDTH FOR VERTICAL MULL
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
��?�•.
ANCHOR TYPE IS A #12 STEEL SCREW.
_
14u.69705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
_ =
+1-64.7 PSF FROM THE VERTICAL MULLION;
"����,4F
+1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU;
+1.170.0 PSF FROM THE 36' HORIZONTAL MULLION
l 1'S•�• TY
I a I �• ;' J!1 _-
1AT11t10?'.
ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS +1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
r
•: (� '. S AI F U ' 1J\'
�� ' • •' \t:�;.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS ORFENESTRATION
``
��ij �C)NAv
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE
11
A. LYidN MilkN. P.E.
WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
��.�
FL P.E.# 58705
••-
EXAMPLES OF RE TANGULAR LOADI • • • • • • • •
• • • •EXAtr LE�OFJRA►IROIDALfr
—1
1� !. i f . • . 0 •
LOADING OF VERTICAL
MULLION
i /
/
LOADING OF VERTICAL MULLION
jK
SHlDM - -
�/
.OADING OF HORIZONTAL
MULLION
xH�
NOTES;
�;;GQUCT REVISED
1) DRAWINGS ARE
vs c -Plying Mth the Florida
Building Cade
RERESENTATIONS OF TYPICAL
AoccpsnxNo26.
PW CONFIGURATIONS.
imti Dne �p�
_
CONFIGURATIONS NOT SHOWN
_ MAY BE EXTRAPOLATED FROM
BY
Mrun' a hodud
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
PW BE DETERMINED, USE
RECTANGULAR LOADING.
`��,nZ.. ... • ....Ille�.
�tcF�J ,F S'
.•'
-
3) SEE PRODUCTS' APPROVAL FOR
%� No, 5070f, t 'i
ACTUAL ANCHOR LOCATIONS.
_
l 6 rk'
SII
5TAIL OF
1OR10
LOADING OF HORIZONTAL
A. `�
A. LYN
MULLION
I IrTt'�.E,
FL P.E.# 58705
M IAM I-DADSJ MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidede.eov/economy
PGT industries
1070 Technology Drive
North Venice, FL 34275
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 A14J (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 AIIJ
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 the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I.."
. .. ..
APPROVAL DOCUMENT: Drawing No. MD-CA740F LM, titled "Fixed Casem.ent Wk ..owl7etails..-
..
LW', sheets 1 through 11 of 11, dated 08/08/12, with revision A dated 05/15/15,e Mared by manufacturer-, • %
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade CourRj►l"tluct Conttbl Revistgn..;
stamp with the Notice of Acceptance number and expiration date by the "4rhI'Dade CovaC36 Prodtict
Control Section. ' ."i".
...... .. . ....
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ..'..' ......
LABELING: Each unit shall bear a permanent label with the manufacturer"c'n or logo; city, state
model/series, and following statement: "Miami -Dade County Product Control Approved", u rles� etherwtse
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 o the Building Official.
This NOA revises NOA# 12-1218.11 and consists of this page i and vi ages E-1 and E-2, as well as
approval document mentioned above. 1;
The submitted documentation was reviewed by Manuel P r ,
NOA No. 15-0519.15
Expiration Date: April 11, 2018
rt G Approval Date: July 16 2015
Page 1
V�
4
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.12-1218.11)
2. Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details -- LM",
sheets 1 through 11 of 11, dated 08/08/12, with revision A dated 05/15/15, signed and
d
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a series CA740F
aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc.
Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson,
P.E. ••••
(Submitted under previous NOA No. 12-1218.11) • • • • • •
.. • one •
C. CALCULATIONS ...;.• •
1. Anchor verification calculations and structural analysis, complying with FBC.51h
Edition (2014), dated 05/16/15, prepared by manufacturer, signed4nd se;fed 6y
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04 • •
D. QUALITY ASSURANCE • • • • • •
1. Miami -Dade Department of Regulatory and Economic Resourdds (PER).*
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
E-1
Manuel P ez P.E.
Product Control x iner
NOA No. 1-051915
Expiration Date: April 11, 2018
Approval Date: July 16 2015
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No.12-1218.11, issued to PGT Industries for their Series "CA-
740F Fixed Casement' Aluminum Fixed Window - L.M.I." approved on 04/11/13 and
expiring on 04/11/18.
Y•••
Y •
....
.
.....
......
.. .
.....
•• ••
• ••
••••••
•
• •
• •
••••••
••
Manuel Pere ,
Product Control E er
NOA No. 15-0519.15
Expiration Date: April 11, 2018
Approval Date: July 16 2015
E-2
GENERAL NOTES: SERIES 740
IMPACT -RESISTANT FIXED CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO -BORNE
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS
ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST
TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4.
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,
WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW
JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM El300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED
TO RESIST THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL.7063, 3579. 3580, 3724;
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS
FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN
MANUAL.
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 610 MISSILE IMPACT RESISTANCE
80" WIDTH
53" VISIBLE LIGHT WIDTH (DLO)
4" MAX. I•t- f— B. SEE SHEET T
69"
VISIBLE
LIGHT
HEIGHT
(DLO)
23" O.C. MAX. IF
HEAD OR SILL
IS 60' OR LESS.
76"
HEIGHT
1W O.C. MAX. IF
HEAD OR SILL
IS OVER 60".
TYP. ELEVATION OF FIXED CASEMENT WINDOW
TeRI P 1-
Glees Types
Sheet III
1
5/16" Laml 118 An - .090' PVB -1/8 An)
6
2
7110' Laml 3116 An - .090' SG - 3l18 An
8
3
711W Leml 3/16 HIS -.090" SG . 3/16 HS
9
4
718" Laml. lG 1/8' An - 7116' Air -1/8" An - .090' PVB - 1/8" An
10
5
7/6' Laml. IG 1/6" T - 7/18' Alr - 1l8" An - .090' PVS -11W An
7
6
7/8" Laml. IG 3/16' Arl - V4" Alr - 3/16" An ..ON" SG - 3110" An
8
7
7/8' Laml. IG 3/16' An - 1/4" Air - 3/18' HS - .090" SG - 3/18' HS
9
8
7/8" Lami. IG (3118' 1- 1/4' Air - 3/18" An - .090" SG - 3/18" An
8
9
7/B Leml.10 3/16'T-1/4'Alr-3/16"HS-.090"SG-Wl HS
9
'PVB'v BUTACIT INTERIA.:K tlT KUK/1r1P1T ARICrot^, IIw.
-SO-- SENTVI r1 RL�LYE� 3Y K RARAY All INC.
• • • • • • e\�` OLYN/y
• • • • • • `•L,, J,�N, R , ... dIle Div
GENERAL NOTES.... .............•••••••••1 Is Is Is• 4.. Ile,
..
ELEVATION .............. .......•.•.........•ts • • • • • • .•. i(
GLAZING DETAILS ........................... t _ No. 50'705
INSTALLATION ................................. 2
ASSEMBLY TUBE DETAILS .............3 —
ANCHOR SPECIFICATIOkS..1.•.• 4 000 • •'it" :�• ANCHOR QUANTITIES..•.........•.... 4.5 • ,() F 0 [Q
DESIGN PRESSURES....•.•••-•• •: e-10 • ; .4N �4
ASSEMBLY DETAILS/10M........•... 110 • `���aFtl(Q',•.•:��`\�`
••• • ••• i• T•�,
i" III ER, P.E.
••• • • • • ••• • •
• • • • • • • •
• • Is • • • • • Is •
• • • • • • • • • • • •
••• • • • ••• • •
GLASS LtNATED
OlASB eTACJ(
e
.000'BUT .PVS
//S'ANNEALED
BY KIIRARAY
GLASS
AMERICA. INC.
1/e'ANNEALED
EXTERIOR
GLASS
a
—�
11116' GLASS
7/tNATIED
GLASS STACK J
GLASS STACK �1I
311e" ANNEALED OR
REATSTRENGTHENED
GLASS
EXTERIOR 1�11
RMW
.Off S(PSY KURARAY
�AMERICA, INC.
3/16" ANNEALED OR
—HEATSTRENGTHENED
GLASS
1111/LASS
GLASS TYPE 1 GLASS TYPES 2 & 3
r/e' NDM. 7IB' NON.
GLASS STACK ��_G'L.
5118'UMINATED GlAS93TACKGLASS STACKT1/8' ANNEALED 3/1s'ANNEALEDOR
SS�31IATANNEALED
.STRENGTHENEDGLAI
7I18'AIRSPA •A4'AIRSPACE.000'BIRACITE.GOD' $G%V KURAMY
1Ie" ANNEALEDORPV8 BY KURARAY 3116'ANNEALEDAMERICA, INC.
TEMPEREDOlASSAMERICA,INC. GLASSAME OR
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
?W NOM. _1.�
GLASS STACK 1 1 GLASS
$TACK O
OLASSSTACK
114"AIRSPACE 3I18'ANNEALED OR
\ HEATSTRENOTHENED GLASS
3111-TEMPERED .0W DUPONT GO-BY
GLASS KURARAY AMERICA, INC.
3118' ANNEALED OR
HEATSTRENGTHENED GLASS
E ERI
a_ I i i 1/ 6" GLASS
GLASS TYPES 8 & 9
Reunion
Revised By: Dofe: Revision A:
LM 5/15/15 57H EDITION(2014)
FBC UPDATE
® Description:
GENERAL NOTES & ELEVATION
PRODUCTREVISED
0 mnlplying wish the Florida
Building Code
Amp,-K,.No )5-O 1ab1S
B, Ir6Llon Dale 77vDla
By
Mi tidePlodacl' 111
J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: vole
N. VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12
P.O. BOX 1529
NOKOMIS, FL 34274 Senes/Model: Scale: SAeef: Drawing No. Rev:
CERT. OF AUTH. #29296 CA-740 NITS 1 OF 11 MD-CA740E-LM I A
INSTALLATION EDGE
OPTION 1 015TANCE
INSTALLATION ANCHORS
INTO 2X WOOD.
AS REQUIRED
PER TABLE 3,
SHEET4
WINDOW
HEIGHT
EXTERIOR
a
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3 SHEET 4.
35.37
VISIBLE
LIGHT
HEIGHT
(DLO)
INSTALLATION
— EDGE DISTANCE OPTION 2
INSTALLATION CONCRETEICMU
PERANCHOR
ANCHORS DIRECTLY
REQUIREMENT
EMBEDMENT
INTO MASONRY.
�,-
TYP. ANCHOR
TYPE,
EMBEDMENT AND
EDGE DISTANCE '
PER SUBSTRATE,
\
SEE TABLE 3,
SHEET 4.
/1
EDGE
DISTANCE
1—
EMBEDMENT
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
SEE DETA11
A7, B
BE
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
BUCK OPTION SHOWN MAY BE USED ON ANY
HEIGHT SIDE OF THE WINDOW.
2) ALL WOOD BUCKS LESS THAN 1-1/2'
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 114",
1l4" MAX
SHIM
BUCK WIDTH
AS REQUIRED
PER TABLE 3,
SHEET4
v 367
�r---- VISIBLE LIGHT WIDTH (DLO) ---�
WINDOW WIDTH
HORIZONTAL SECTION A -A
OIL]`
10' MAX. --� I•+-
I
DETAIL
Al
1X WOOD • •
066 • •
• 41
�7"—
/'�4
1 BUCKSTRIP•
SEE NOTE 2,
• • • •
•\\ p1Y•LYN�V
7z!
•
THIS SHEET. •
• • • • •
• • • •
• •O. •
r ��,• \\c Ve •'•F�
MAX SHIM •
• • • • •
� P • 110.50705 ' TY
CONCRETE ��.{{N�}� •• EMBEDMENT
• • • .. • . V�13 •� 1 a 02 w
PERANCHOR 3-F, •, ` • • • . U '• ATFO
\
REQUIREMENT . ,VV.._ ... • • • • • • �'••A.ZOR�P� . \
INSTALLATION OPTION 3 • • • • • • , \' /�� ���; `
INSTALLATION ANCHORS THROUGH VERTICAL SECTION.B-B • • • • • ''�r•+�A"�'\
1X SUCKSTRIP INTO MASONRY. A. I:�HN ML�LER, P.E
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTES
1) WHEN INSTALLING
COMBINATION UNITS,
ADDITIONAL INSTALLATION
ANCHORS MAY NEED TO BE
INSTALLED THROUGH THE
WINDOW FRAMES AT 10" MAX.
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLRJE.
SEE TABLE BELOW:
Ad•tlonel Anchors Requited on each
Side of 0n From Assembly Tube A
LL
Anchor
A
B, C 6 D
0
0
0
1
n
1
1
�
LL
P-2
Anchor
Typ
A
B, C 6 D
'0
1
1
INSTALLATION
OPTION 4
INSTALLATION
ANCHORS DIRECTLY
INTO METAL.
Al2 STEEL
SELF -DRILLING
SMS, SEE TABLE 3,
SHEET 4.
DADE APPROVED
MULLION, ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
EXTERIOR
V
VISIBLE LIGHT FORMULAS
WIDTH: WINDOW WIDTH - 7
HEIGHT: WINDOW HEIGHT-7
PRODUCT REVISED
m complying with the Florida
Building Code
Acceptance Nol C$19. 15
Revision B. B Italian Dale 0i
By
Revised By: Dale: Revision A• M1Brin
LM 5/15/15 NO CHANGE THIS SHEET
® Description: Drawn By:
GENERAL NOTES & ELEVATION J ROSOWSKI
1070 TECHNOLOGY DRIVE Rtle: Dole:
N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12
P.O. BOX 1529
NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev:
CERT. OF AUTH. #29296 CA-740 NTS 2 OF 11 MD-CA740E-LM A
I MAX. /
L-._ SEE DETAIL A2, BELOW
7_1�!DETAIL
A2
FIXED CASEMENT (0)
1
WINDOW
HEIL
GHT
I WINDOW
�1 WIDTH
740 SERIES
FIXED EXTERIOR
CASEMENT f1
WINDOW V
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET 4.
3) FROM SHEETS 6A0, FIND THE
SHEET FOR YOUR GLASS TYPE.
FIND THE PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED DESIGN PRESSURE
(PSF) FOR SINGLE WINDOWS, ALL
ANCHOR GROUPS",
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
5) USING THE TABLES LABELED
WNDOW ANCHORS REQUIRED"
(TABLES 2A & 2B, SHEETS 4 & 5).
DETERMINE THE NUMBER OF
ANCHORS NEEDED IN THE HEAD,
SILL AND JAMBS OF YOUR
WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET 2.
FIXED CASEMENT / CASEMENT (OX)
FIGURE 1:
740I I 740
SERIES FRAME SERIES
FIXED ASSEMBLY CASEMENT
CASEMENT TUBE WINDOW -
IN
INDOW
14
IV AI
AWNING / CASEMENT / FIXED CASEMENT (XXO)
FIGURE 2:
740 SERIES
AWNING
AN
I�
WINDOW
►D FRAME
�� ASSEMBLY
TUBE
10", SEE NOTE 7,
►D
THIS SHEET
740 SERIES
\
h
—CASEMENT --�
�/
�
WINDOW
�► E
FRAME
�—ASSEMBLY
►E TUBE
740 SERIES
FIXED
CASEMENT
WINDOW �r
*SEE PRODUCT'S NOA FOR
INSTALLATION SPECS
MIN. #12 X T SMS THROUGH
INSTALLATION HOLES
MIN. # 12 X
1' SMS
THROUGH
INSTALLATION
HOLES
740 SERIES
FRAME
@;I
740 SERIES
FIXED
EXTERIOR ASSEMBLY
CASEMENT
CASEMENT
J-(- TUBE
WINDOW
WINDOW
��//
EXTERIOR
HORIZONTAL SECTION C-C
1) DIMENSIONS SHOWN ARE
TIP -TO -TIP DIMENSIONS FOR EACH
INDIVIDUAL WINDOW. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLES.
2) ANY 740-SERIES PRODUCT
(CASEMENT, AWNING OR FIXED
CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE. FOR
ALL WINDOWS, USE THE WINDOWS
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
3) ALL WINDOWS IN THE
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
4) FRAME ASSEMBLY TUBE TO BE
740 SERIES
740 SERIES
FASTENED TO WINDOW, AS SHOW IN
AWNING
CASEMENT
DETAILS, WITH MIN. 412 X V SHEET
WINDOW
WINDOW METAL
SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
FRAME
OPPOSITE FRAME MEMBER.
FRAME
ASSEMBLY
5) THE FRAME ASSEMBLY TUBE MAY
—ASSEMBLY
TUBE
NOT EXCEED 62' IN LENGTH (AS USED
TUBE
IN A 63" FLANGED WINDOW) OR BE
MIN. # 12 X
USED IN TEE OR CROSS
THROUGH SMS
T
CONFIGURATIONS.
740 SERIES
INSTALLATION
6) THE FRAME ASSEMBLY TUBE IS
CASEMENT
HOLES
WINDOW
NOT REQUIRED TO BE CLIPPED TO
THE SUBSTRATE. ALL EXTERIOR
�.1
JOINTS TO BE SEALED BY INSTALLER.
740 SERIES
EXTERIOR FIXED
CASEMENT
WINDOW
FOR EACH WINDOW IN ACOMBINED ASSEMBLY:
•VERTIIAL�4ECT OIOIID4 VERTICAL SECTION E-E
• • • • • • • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND MASS MAKEWP, SEI: Tg•IOUSESJ & 3 T4 SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4.
• •• • • • • ••• •
2) FROM SHEETS 6.10, FIND THE SHEET FOR YOUR GLASS TYPE! • • • • • • • •• •
•• ••• •• • • •
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED •WINDOW ANCHORS REQUIRED' (TABLES 2A & 29, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN
THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
• ••• ••• ••• •
4) USING THE TABLE LABELED '4WNDOWANCHORS REQUIRED' (1wBLES 2A & 2B06HEENS 4 & 5), DETE&MIVEI•WE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW. • • • • • • •
5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-4WP TH 4ADDITIOAt!NCH,y�V THROt7GH THEgViNDOW FRAME INTO THE SUBSTRATE MAY BE REOUIRED (SEE
SHEET 2), AND THAT MIN. # 12 X V ANCHORS ARE TO BE USED TH OUGH THEFRAME IWO THE FR AIL ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
7) FOR ALL COMBINATION UNITS,
ADDITIONAL INSTALLATION ANCHORS
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMES AT
10' MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE
CENTERLINE. SEE TABLE BELOW:
Additio al Anchwo Required on each
SM• o1 the Frame Assoftft Tube A
LL
Wlydow
Width
A hor
A
B,C&D
17'-22.Y
0
0
1
t—
LL
W In my
HoW
Anchor
7y
A
1 B,C&D
17'-22.P
0
D
23'•26.P
0
1
26•+
1
1
PRODUCT REVISED
es complying with Cho Florlde
Building Code
Accept —No )�
Bxpiretlon Date Oo)8
B
Mide Pnxluet'
H
LLI
Q
U
N
t� O
o
m
J
J
J
Y
3
O
O
J
H
LL)
0
LU
m
M
H
J
In
2
W
Cn
em
Lu
c LL
8LL
J ; Q
Q S
LLI
LL
0 �
_Z
Z y� Z
W
LLI
0 � Q
ux
�LL
0" LYNN 4 "',,
P�,.• �WCENSF '•. F•ft
No. 58705
� IS rr -
Dios'• •.;`I.omo�. •' �(���
/ONA1- �C •.
A. &� InILti��1, P.E.
PEA 56705
TABLE 2A
PRODUCT REVISED
os canplytng with lho Flotlde
Iinading Codo-p51q.1',�'•
Acceptance No
piratt at 18
By
Miero• ado Produ
1) USE THIS TABLE FOR ALL WINDOWS PER THE Q
ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN W
ARE TIP-TO•TIP. �(Z[�
2) FOR SIZES NOT SHOWN, ROUND UP TO THE LL
0
NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION n
SHOWN ON THE TABLE. J z Q
3) THE WINDOWS SHORT AND LONG SIDE MAY BE j (n 1V
INVERTED. -.1
J p U
4) SEE NEXT SHEET FOR ADDITIONAL W 3
INFORMATION. Q
Z r-
q1 LL
$ Q
0
Long tf) d Z
in o 0
S 8C5 Z aZ
W W Uj
Long SAMPLE CONFIGURATIONS: .W.1 O O U
•� 0 . x o
Ffl-
T;WS—Ide X O
J Q LL vi
X
a
x o 0 o�m� a
TABLE 3: TABLE 3: (cont.) i u qm SQ
rZoo 0
x o x x x >o x
oZ Z w
Q U
III
ot� \ . NV LYNN 4,
F �tn F
Cv)e� tJ� No. 30%05 r /
1) OPERABLE (X) WINDOWS MAY BE CASEMENT : Q•'•, S' AG F� ' •
WINDOWS OR AWNING WINDOWS OF THE SAME n �`f
A • !- SERIES. iiC``+ .'4ORtON .' C��``
NKMOR MUTT EXTEND A.IIMIMU; OF 3 THE BEN 20 ANY METAL SUBSTRATE. S1orvn�_ `ter
2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLA AD. A. LYNN ir� Y11', P.E.
PAJ 58705
Window Anchors Required (S7"and Lesson Short8ide Dimension)
Short
Side
Anchor Type
ands
515111C
��
C D
A B C
A B C D
A B C D
A B C D
A B C D
A B C D
A B C D
A B
23"
Lap Side
3
3
3
3
3
3
3
3
3 3
3 3
ands
Short Side
2
2
2
2
2
2
x
2
2
2
2
2
2
2
2
3
3
3
side
2
2
2
2
z
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2 2
25-t511tr
Short
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
9
3
3
3
3
3
3 3
3 3
3
3
3
3
3
3
3
3
3
3
3
3
1
3
3
3
3
1
3
3
3 3
3 3
3S
L Side
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 I
3 9
Shat Side
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
L Side
3
3
3
3
3
3
3
3
3
1
3
3
3
1
3
3
3
1
3
3
3
4
9
3
3
1
3
3
9 1
3 3
37`
SI
2
x
2
2
2
2
z
z
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3 4
3 9
Short
1
5
3
3
{
6
3
4
5
3
4
6
3
3
1 6
3 3
Long Side
3
4
3
3
3
4
3
3
4
4
3
3
3
3
9 4
3 3
14'
Short Ske
2
2
2
2
2
2
2
2
2
x
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
5
3
3
4
5
3
3
4
5
3
3
1
8
3
3
4
8
3
3
5 8
1 3
14114"
L Side
4
5
2
3
2
2
4
2
6
2
3
2
3
2
{
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
1
3
3
3 4
3 3
at S10B
2
3
5
8
3
3
5
e
1
3
6
e
4
5
8
1
3
7
4 3
53118'
L Side
4
5
3
z
3
2
1
2
5
2
3
2
3
2
5
2
e
2
3
2
2
2
2
2
x
3
3
3
3
3
3
3
3
3
9
3 4
3
Shad Side
x
2
4
5
7
1
4
0
7
4
1
B
7
e 7
4 1
LOnB Side
4
8
4
1
5
8
1
1
6
8
4
1
5
8
4
3 1
3 3
�,
Ghat Side
2
2
x
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
1
/
4
8
7
4
4
B
8
4
4
B
B
4
4
8
e
T B
5 1
83„
L Slde
5
B
4
{
z
6
2
7
2
!
2
4
2
8
2
7
2
2
2
2
2
2
2
3
3
3
9
3
3
3
3
Shal Side
2
2
x
Group
Anchor
8tYulnre
min.
Edge
Distance
Mln.
O.C.
pedncs
Emf»Nrom
Anchor
Plots
RequlrodT
1!4' steel UOncon
Hollow Block
1'
8'
1.1H'
MO
A
N74, steel bM9 (Ci5)
or NI4, 410 38 SMS
9. Piro
618'
1•
1$IB'
No
8093.75 Alum.
91e'
S/B'
.050'
No
A30 Steal
3/e'
618'
,050'
No
A853 8l Gr. 33
3!8'
618'
.OSS', 20 Os.
NO
S
N12 stee18M3 (GS)
orN12, 410 SS SMS
S. Piro
6/6'
1'
1a18'
No
e0&1-T5 Num.
3/6'
S/8'
.1150'
No
A30 Steel
3!B'
6/8'
.06P
No
A053 Slud, Or. 93
3!8'
818'
2013e.
NO
1!4' slut Uttnaon
2.esk Concrete
2.112•
4•
tal8'
No
2.e5k WroroN
1'
1'
1 4'
No
Hollow Block
2-112'
S
1•V{'
No
O
N12, steel 8M6 (G5)
Or NI2, 410 88 SMS
8. Piro
sle'
1'
fate'
Yes
8003-i6 Alum.
31e'
el8'
.07/3'
Yn
Al SIeN
3!B'
fue'
.oso•
Yes
A853 Stud Gr. 39
.045' iB Cis.
Yes
Group
Arolar
Substrate
Min.
Edge
Mln.
O.C.
Mtn.
Embedmem
Anchor
• • • • • • • • • •
• •• •• • • • •• ••
••• • 9 0 ••• 9 0
TABLE 28:
Window Anchors Required (Over37" on 8hort Side Dimension)
118"
e
60.
Anchor Type
40'
A
B
C
D
A
B
C I
D
A I IS I
C I
D A 1
8 1
C D
A
B
C
A 1 8 1 G 1
D
�1
A
8 1
C I D
A
B
C I
D A 1
B
C
D
2
2
2
Long &�
2
2
2
2
2
2
2
4
5
3
3
4 0
4
d 5
0
1 4
6
0
4 4
5 7 5
6
under 23"��
3
3 3
3
4
3
3 4
5
3
3
4
6
3
3
2 2
2
2 2
2
2
2 2
2 2 2
2
Lon Side
2
2
2 2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
4
4 6
8
4 4
6
7
4 4
8 7 5
5
25-15/18'
Shod Side
3
4
3 3
3
4
3
3 4
5
3
3
4
5
3
3
4
0
3
3
5 0
3
3 3
3
3
3 3
3 3 3
3
Lon Side
3
3
3 3
3
3
3
3 3
3
3
3
3
3
3
3
3
9
3
3
9 3
3
3 3
4 6
8
4 4
8
B
5 4
7 9 5
6
35'
Shod Side
3
1
3 3
4
5
3
3 5
0
3
3
5
8
4
3
6
7
4
3
6 7
1
4
3 3
3
4
3 3
3
4
9
3 t
Lon bide
3
4
3 3
3
4
3
3 3
4
3
3
3
4
3
3
3
4
3
3
3 4
3
3 3
4 8
8
4 4
7
B
5 4
7
6
5 `
37"
ShoR Sim
4
3 3
4
5
3
3 5
8
3
3
5
7
4
3
5
7
4
4
6 7
4
3
4
5
3
3
4
5
3
3
Long de
4
6
3 3
4
5
3
3 1
6
3
3
4
5
3
3
5
3
3
4 5
3
3 4
5
0
3
5 /
7
9
5
5
8
10
8
5
Shod Side
@
3
1
3 3
4
5
3
3 5
8
3
3
8
T
4
1
8
7
1
4
0 6
5
4 7
3 3
5
8
3
3
5
0
3
3 2
Side
6
8
3 3
5
8
3
3 6
8
3
3
6
8
3
3
6
8
3
3
5 0
3
3 5
0
5 5 7 9 5 5 B /0 0 6
kl1"
114`
3
4
38
3
3
B
7
4
4
84
4
7 8
5
4 7
0
7 4 4
4 8
7
4
4
0
7
4
4
8
7
4
4
8 7
4
4 8
7
4 4 8 7 1 4 8
��
5
7
0
7
4
4
4
8
7
4
7 B
6
4 7
9
5 6 B 10 5 6 8 11 8 5 `
1IB'
Short Side
3
4
1
5
3
3 5
0
3
3
8
7
7 8
6
4 7
0
5 4 7 8 5 4 7 B 5 4Shad
Lon Sltle
8
8
8
B
5
4 7
8
5
4
7
B
S
4
7
B
6
4
5 B 11 85
Side
3
4
1
5
3
3 6
8
3
3
8
7
4
4
8108
Side
7
J33
T
9
5
5 7
9Short
83„LonO
Sfde
3
4
4
5
9
3 5
0
3Lon
Side
7
9
115Steal
8
5
4 7
9
5 5 8 9 5 6 8 11 8 5
Side
9
4
4
5
3
3 5
8
3
3
8
7
4
4
8
7
4
4
7
8
6 8
1t
0 5 8 11 8 5 8 41 0
Lon Side
8
10
5 5
8
10
8
5 0
/0
8
5
B
11
B
5
B
11
B
6
B 11
7
9
5 4 7 9 5 6 B 11 6 5
07112'
Shod Side
3
4
3 S
4
5
3
3 5
8
9
3
8
7
4
1
8
7
4
7 B
5
4
5 9 11 8 5
Lan Side
8
/0
5 5
B
10
B
5 8
11
8
5
9
11
8
5
9
11
0
5
9 1
8
5 9
11
9
5 4 7 9 6 5
�,
Short Side
3
1
3 3
4
5
3
3 11
0
1 3
3
6
7
4
4
8
7
4
0 B
5
4 7
9
1t
6 6 9 11 8 0
Lon Sltle
8
10
0
B
11
8
5 9
11
8
8
9
11
8
8
9
11
B
8
9 11
8
5
0
4 7
8
5 1 7 9 5 5
70'
Shad Ode
3
4
3 3
4
5
3
3 5
8
3
3
7
4
4
8
7
4
4
8
11
6 8 9 11 8 8
—LongSide
8
10
8 5
9
11
0
9
11
6
0
9
11
8
0
9
11
0
8
9 it
8
8
4 7 9 6 6
72"
Short Side
3
4
3 3
4
6
3
3 5
8
3
3
5
7
4
4
B
7
4
4
8 8
4
7
8
9
1t
8 5
9
1/
8
8 9
12
7
8
9
12
7
0
9
12
7
—4
8
—4
9 12
7
8 B
12
T 8
74'
�^ Slde
3
4
5
3
3 5
6
3
3
5
7
4
4
8
7
8 8
4
4 8
8
5 4
Shot Side
3
4
6 9
12
7
0
9
12
7
8
9
12
7
0
9 12
7
8 9
12
7
70'
Side
9
11
0 0
9
12
7
3
6
7
4
3
5
7
4
8 B
4
4 8
B
5 4
Shod Si
3
4
3 3
4
5
3
3 5
0
Long Side
10
13
7 6
10
13
7
7 t0
13
7
7
10
l3
7
7
10
13
7
7
84'
Shad Side
3
4
5
3
3 6
0
3
3
5
8
4
3
6
6
4
3
Lon Side
14
t4ft
114"
Short Side
3
EXAMPLE 1: FOR WINDOW SHOWN BELOW; 7/16" ANNEALED LAMI. GLASS, 1/4" MASONRY
ANCHORS INTO CONCRETE, +701.80 PSF OF REQUIRED, NO ANCHOR PLATE
10"0'
4'
r 4-
AWNING ANCHORS ( SEE SEPERATE NOA):
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF •701.90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY
TUBE SIDE OF THE AWNING (HEAD & SILL).
• • • • • 13.25"
81" T
.i
• 4. • . 4"
• • • 25" • •I... 20" ►� •10" ►r
45"
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
PRODUCTRRVISED
os complying with the Florida
ot
AeceplenCe Na
Mien,' eda Pr
USE THIS TABLE FOR ALL WINDOWS PER
WW
tE ELEVATIONS ON SHEET 1. DIMENSIONS
=
40WN ARE TIP -TO -TIP.
N
FOR SIZES NOT SHOWN, ROUND UP TO THE
?XT AVAILABLE SHORT OR LONG SIDE
=
J
MENSION SHOWN ON THE TABLE.LLJ
r z°
THE WINDOWS SHORT AND LONG SIDE MAY
0
J `;
:INVERTED.
z
Q $°
~
I SEE NEXT SHEET FOR ADDITIONAL
(FORMATION.
0
0
z
j
a
oN
U)
a
zz_
�
id
O
0
> a
N
$ o
Q
z
IULI
Ill
a
Y
w
U=
rim,�uX
.9
o
g
1= LL u°
FIXED CASEMENT ANCHOR&
A) FROM TABLE 9, ANCHORS C & D ALLOW A OF OF-70/-83.1.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND
SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2B, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME
ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL).
co
F—
z
¢ram <
n
N
N
pLL
F
OX
Z'd
=U �
yU2 3
0
O
0
rZ Z
�
U
0�Q\A IYNN 4flze i�
.�� .•�lcrnF;� . 9
,
7[ . No. 58705
�/1OOF
0/-`
.
A. LYi''1111
tlh7 R'. P.E.
TAG, G.. \ 1 / 1
ElDnlpn
Pr444Ym DsQ 7m Sh10• Wh414w4, All AmtwGmup4
Mot"
UWr 2e'
1 *15fir
274/4•
1 2btfr
67'
'w
461,
a1w
ee'
p'
.Ww 2r
.701
.
+M40
.
+
♦70
+
late•
+701.00
+ANo
.7M40
+7&40
+MOD
+7a•00
♦
+70140
+7
+7
Di'
.
+70WD
.lam
+701-00
rMoo
+7014D
+N410+ro44.1
+1 77
.7a-70.1
'w
0"
+70140
+ro410
•'AND
+MOO
+?"
« .1
+ea•70
+e0J47.e
♦ 41.
461M
+7a•00
+ro•eD
«ro40
OW40
+70M0
♦7a .1
♦ 1
+aM-70
• 2
e eS1/e'
+T0140
.
♦ 40
.7a40
7ro41.1
7W•70
.e01d0
+Oa-0 .
9 tie•
+7a40
+7a0
+W40
+794a2
t7a•»
+ea4T
By
+TOM
0OF00
♦ 40
+701• .e
+ro•Ai
1.6
Tr
+ro410
+ro44A
♦ .70.7
N4.0
N4KL4
Be+
140
47a40A
1 • •71.o
1N442
Teo. • a.
FOR GLASS TYPES:
1) 5/18" LAMI (1/e AN - .090' PVB - 1/8 AN)
'F'VB"• BUTACITE" PVS INTERLAYER BY KURARAY AMERICA, INC.
L T
SHORT LONG
SIDE BIDE
t1l
e� -.4SSIDE
1) SEE SHEETS 1, 4 S 6 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
OR HORIZONTALLY AS SHOWN.
D4.0n Pm44t44 S•11 br Whgows AUldwI b 4 Fm.M A44f:mtl7 TI.4
Wk*W DIMUM A'
W4er2r
MWIr
274C
wim
sr
44'
40-1/4'
63-V4P
w
or
t-
««v
amup
A"0
Grow►
Al hOta w
n4hN AGroup
Anohp Gaup
Anetw GwW
At•hor*"
ArAtw0mup
ArAhofQ"
Al
I AN
I AN
A.C&DI
B
ACAD
B
A
a
A
B
CeD
A
B
CeD
A
B
0
D
A
B
D
D
wxW 2r
47*W
+70140
+ro40
tram
470142.1
+701.00
+ro•74.
#7a•79.7
+FBt.O
♦7a.
N4B0
+ro4D
+/401
W-M.•
+7a40
+/40
t/47.4
, 0147.0
+7"
+14e.7
414&6
•7a40.7
♦ W4 .6
20•IWIV
+%00
+ro40
+IM-00
Na•00
470M
47"
+TM40
+ta•70.7
4ro4i0
+144.4
+ro-M
+ro410
+1 a
♦ro40
+7a40
+104
47a4/
+7040
+7M•00
N•40.2
+764"A
Na40
•70F00
(+ er
+ro•20
*Ta410
♦ro40
+ro40
.7a4D
4"
+7040
«ro40
♦7"
rm
tro4
+ro4n.4
+7040
+7a4t1
+ro4t0.e
+%e4.1
,ron
+7a-rU
+7o1•n
+ro-Ty
t701-ml
Ne7.•
+roao.1
+ta•70.1
44'
+Moo
+7M40
• W40
+ro40
+7a40
OW0
+7M40
+ro40
+70141.0
«70/-64.1
+70•74A
+70144.1
+0040
+0M47.7
+W70
+0a4fA
+OMd1A
+0M47.0
+OON7
+Oa41.x
H-07
+0M41.it
+0a41.0
404W
+"
+7M40
♦Ia40
+10140
+ro40
+ro40
+7M40
.704L1
+TOM4.1
+7a4.1
4447.0
00004
+00/•A
+041.7
+OM•70
.OM4D.2
+MRL4
+eaftll
+0M4D.2
e21Je
+7a 20
+ro40
+ALSO
+ro40
+"
+ro44.1
•ro44.1
+00F10
4W70
+Oa•70
+ea.70
+Oa•70
+ea47.0
+eM4M.4
+ea47.0
+ro4o
♦ro40
+7G840
•
tro4 &2
+7D1.77
+7M-7►
+ea47.e
+ea417.e
+60J42.x
+eM40.x
4w_4&2
er
+ro40
•ro4D
«7a4o
+ro•7ae
+ro•7&5
+n1.70.1
+70A701
MM41.0
*W4l.e
.eM41.i
7r
+ro410
+W44.0
+W 0,7
.F0B0
+1.062
N40.S
+140A
M'
+ro4p
+ro40.4
+ro•itA
N44.2
,J4I127-1
11 I MB WIN VUW7s WIUTM AND MEOW MAYBE INVERTED.
FIGURE FOR VERTICAL FRAME ASSEMBLY TU
10' FRAME
MAX.A89EMSLY
TUBE
WINDOW
DIMENSION
�WINDOW ADDITIONAL
DIMENSION[-- ANCHOR
.8. (4L IF REQ
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS
FIGURE FOR HORIZONTAL FRAME ASSEMBLY
TUBE
IE
I
SEE SHEETS 1, 4 e 6 FOR
WINDOW FRAME
SEE SHEETS 1, 4 e 5
WINDOW ANCHOR
DIMENSION BE
B•
FOR WINDOW ANCHOR
LOCATIONS AND
LOCATIONS AND
QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL
lo' MA7C
QUANTITIES SEE SHEET
9 FOR ANY ADDITIONAL
ANCHORS REQUIRED
• • • • • • • •
• • • • •FOR
CHORE REQUIRED
THE FRAME
FOR THE FRAME
ASSEMBLY TUBE.
AMI
• • • gIND•W • AROHSR IONA
• -'•I OMMENMONI-• (4� IF REQ.
BLY TUBE
•
• ••• ••• ••• • •
• •• • • •• • • •
••• • • • ••• •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
M40DUOT R
es wmMrMs with ldoBVIBED
Florlde
Duildin2�ee 15-o91q.15'
Aec4o No
mU nl>.Ie 1$
B
Mirn eT
FOR GLASS TYPES:
5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - ,090" PVB - 1/8" AN) rRoDucT RBvISBD
os complying with the rludd•
-PVB•= RI JTACJTEPVI3 INTERLAYER BY KURARAY AMERICA, INC. Duilding Colo ' �05
Acceptmrce No
TABLE B: D pimit Date
r By
Mimi ado Pr C
SHORT LONG
SIDE
SIDE 1
L C ¢
�- LONG y,.l —I SHORT _
I SIDE 't SIDE
1) SEE SHEETS 1, 4 6 a FOR WINDOW ANCHOR LL
LOCATIONS AND QUANTITIES. = W
2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J
OR HORIZONTALLY AS SHOWN. ~ t Z ¢
z gd
a U a
0
ZW
W O 1O
sn a Z_
in o W off
���� = Z �Z
W c'
W
d'
W
z U
_j � .� a ¢
7004911.3 1�m0 ay w ,U
1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. J Yn W x
w
�o
zn ♦ N
�aOfN N
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE j; J
ow xw 5
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE = Ld g vi a
FRAME
1(r FRAME SEE SHEETS 1, 4 d 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 a x o
MAX.
ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR o o
WINDOW ANCHOR �• LOCATIONS AND In z z rc
TUBE LOCATIONS AND
QUANTITIES. SEE SHEET I'MAX, QUANTITIES. SEE SHEET u
WINDOW � 3 FOR ANY ADDITIONAL
DIMENSION 3 FOR ANY ADDITIONAL • • • • • • • • • IQJCHORS REQUIRED
•A• ANCHORS REQUIRED • • • • • • FOR THE FRAME `��� y �YNN Mf(� • rr��
FOR THE FRAME • • • • • A I IA•IAL ;� C� • • • • C i
ADDITKNAL • •�S49SEMBLYTUBE.NSF ASSEMBLY TUBE. w I. A •��E-+'�+- ANCHOR 1 (4) F R Q. ;a(4), IF REQ. • • • • ,A I • • ��: P1o. 56105
• ••• ••• ••• • •
(v�15 '�,,
• • • • • • •.�j.••., Sl TE r .
• • • • • • • • • • A. LY t MILLER, P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.Ee $8705
Oplen Pm�u� (pQ for �rok YAIIaeYro, N A/IctlOr Crglpe
❑
St•d BNa
unad 4Y
2S1a18'
7f•a4'
a}1/!
Jr
4r
461M•
a}Ue•
ore'
er
under 2J•
+ro-
,m-go
,70F90
f7a4p
. $o
f7aA0
«moo
«m410
+maq
+mao
za•sale•
,ro-eo
.raaa
.ro4a
+raeo
.Taco
.ro4>o
.ro4lo
«Ta-0o
+ro•eo
.ro-w
Jr
.ro-ea
,7a-eo
.Tajo
.Ta-eo
wa4q
+m-0tr
.ro-eo
«m•eo
+mane
,ro•r•.e
4r
«7a-6o
,ro•so
,7a-0o
«roaD
,roso
+roso
,7a-ea
4&v4•
,ro-W
+roao
,%eo
«raap
«mao
.roao
.Ta-e0
a}sre•.
_.m•w
,map
+Tor-eo
nllr-uo
.ro-oo
ore•
,ro•oo
nor-w
.rom
.Tam
aaaT.e
er
«meo
,m-0o
.m-tor
+maT.z
+maa.•
Te•
wa.eo
+roaD
«Taaa.J
e4•
.man
.roaD
.7aasa
TABLE 7:
Design Preens (Paa hx Wlndow4 AlleeKa to � Frame Assembly Tube
Willow gstenebn•A'
zo-sate•
na�r
a}vr
ar
4r
4s•w•
a}sre•
�•
Aro1ar
Anond
N•Iwr Group
u Group
Anolgr Omup
Anchor Group
AnchorGroup
Arolar Oraq
AneMr
G/Olp
cww
croup
A
BUnaxTS
NIAIA,C6DSB
A
BCeD
AB
C6D
AB
C6p
R:A1
+m-0owa4)2.t
F.70144
,m-T4.a+m•».Trez.a.mm,ra•nT+rse.e,m•aB+ras.taas.eaa-BD,r•ap.a.r�r.4.m•eT.a+m•eo+rra.r.r�a.a,,mae.azr-sass•,ra•so+ra-ta,ro41a.ro-so.ro-so+m-rO.T
.ro•w+7a-Bo
«mao.ro-eo,raHA
,ro-eo.ro-eo.rae.e«m-eo
.Taco+r.eJ.e+mal4.moo+raalo,rags+m-n.J.Tadto+ro41ofm•eo,7aao,ro80
+ro-0T.6
,la•7JA ,Tor-e7.e
+roaR.e
,7a•7e.e
+/A7.B,ra•78.8
,ra-7BA4r
+7a•eo,m-eoa%W
+7a-0ofm•w+m4fo
+roae.1 ,mall
+roao,raau.a.Taco
.ro•eo,roaofrom+ro-eo«Tap
«ro4D.Taas.e«Taeo
,mslo«7a•74.4
«roalo4e-ur
,ro-oo
+m-eo
.ro4lo
.ro-tors
+rom
,raae.z
,malo
+Ta�a.a
+ro.es.J
+roao
rive•
,ra-ao
,ro-ao
«ro-eo
.roao
.Taco
+mao
waalo
ore•
.ro-w
,ro•e0
+%eo
«moo
.m•eo
«roaT.e
+ro4t7.e
as•
+raao
+ra4o
+Taco
,ro♦T.z
,raa7.z
.roa•.p
«Ta•7o.e
e4•
«7aaD
.malo
ss.a
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
2) 7/16" LAMI. (3/16" AN - .090" SG - 3/16" AN PRODUCTREVISBD
as conlplyfnS,rnth the Florida
6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) i3nildin6Code l5-pSTA: 15
8 7/8" LAMI, IG: 3/16" T - 1/4" AIR - 3/16" AN - .090a SG - 3/16" AN Accept mNn
Bx irelion Dole This
'SO-= SENTRYGLAS"INTERLAYER BY KURARAY AMERICA, INC. By
TABLES Miami ode Produel
S SIDE
LONG
W Q
SIDE LLJ
L T
} t'- LONG � SHORT I _ �
I SIDE -�1 SIDE ("�- (�LLJ
1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. ),iJ
2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
OR HORIZONTALLY AS SHOWN. Qz Z J
a U
LL
Z W O DD
r 0-
to z UJ
u> o ❑ Z Z
ld)
W
W
Uj � Il Q v
O Z U z~
m J Tn .`9 ❑ $ Q
�W dX �U
�J-,❑ l��. Ji
1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED.
e
�N N Or
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE
x
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ° 4 8 S
FRAME U m a
10• FRAME SEE SHEETS i, 4 & 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 ad, x 0
DIMENSION TUBE FOR WINDOW ANCHOR o O
�jaAX, ASSEMBLY WINDOW ANCHOR B• LOCATIONSAND n = s
LOCATIONS AND QUANTITIES. SEE SHEET u
WINDOW QUANTITIES. SEE SHEET 10• MAX. 3 FOR ANY ADDITIONAL
DIMENSION 3 FOR ANY ADDITIONAL • • • • • • • • • ANCHORS REQUIRED
ANCHORS REQUIRED • • • • • • �•A• FOR THE FRAME • • • • ATIDITIQNAL FOR THE
`\ ���y' �LNS .. 61'Q
��WINDOW ADDITIONAL ASSEMBLY TUBE. • • AAOM �C. C
DIMENSK)N�- ANCHOR • • • • •DI • (4)`F R1Q. • • ��`; �' ••.:f
•B• (4), IF REO. 58105
j{
• •• • • •• • • • '•SS/UNAL•�`�
• • • • • • • • • • //A'&1414 MI")� . P.E.
P.E.Y 58705
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS
❑ DetlOn Pressure
Ipt91a SFglt Vfvr3oWt, NI Archer GaxPt
6hwl BkM
undtr 7.1•
2b16H8•
2P
Jt•U7
34' 40'
61'
BO'
W'
unhr 2J•
f0a•530
a!>01.13D
♦ •130
+O0/•130
«tfa-130 +Oa-130
+ld-t30
+90V•13D
fBa•530
atla•1J0
25•itil58•
+Ba•130
a11a•130
a801-1J0
•Ba-130
a001•130 f801.13D
,Op-130
♦ODI-13D
+Ba•130
+Oa•130
B3•
a80/•190
f8a•130
•8a-t2J.1
f0a•11Q6
tOD/-1ta7 +Oa-100.7
tl-80.5
♦/-881
,l•63.1
,l-7B.3
87.17Y
♦BOI-1J0
fBa•130
f001•110.7
fBa-11J.B
a0a-108 .BOI-W.B
+l•64.0
fl•80.6
♦/-7B.J
t1.76.1
y 7r
+Oa•1J0
a0a•120.2
•9a-118.7
♦Oa-111.8
+Oa•103.8 fOamA
H•01.3
+F 7&1
+l•7J.0
7e•
wat3o
.ea-12T.e
fea•tv.5
+ua•no.2
.ea-1a.1 ,aa-sJa
.1.7e
+l.7xs
84'
,90/-130
♦I)01-126.9
a0a-1 p.3
+51a•107.3
fpa•101.3 +/-80.0
N•70]
114'
ttlN•i30
•Ba-t10.B
+901.106.0
,Oa•101.4
+OOI-06 +/•73
134'
•Oa-130
,Ba-117.3
+Ba•t00A
•8a-110
r0a•02.0
145•
a0a'-120.8
a0a-110A
,Ba-106.J
+B01.OB
TABLE 9:
Oetlpr P•ttut 0�9 � wlnaavt AWahW to a Frans Ataamdy Tube
WYdws plmerygn •A'
laldtr 2Y
261d16'
2P
31-1/r
Jt•
40'
�'
�
�•
uroer l3•
2613118'
Ib 83'
87-1Ir
Anchor
Croup
All
fTam
,rom
,lam
+rom
ArchN
Group
AN
«lam
+7a-tq
rro•BO
+rom
Mahn
Group
NI
,Tam
+ro-OS
♦70'm
«7a-Oa
Archer
A,C80
a7a•OD
«lam
,lam
♦lam
Omup
B
rro-07.4
+lam
«rom
t7a•tq
Maher
A,CSD
,lam
+lam
«rom
,lam
Croup
B
a7amA
ale/-80
«rom
+rom
Archp
A
a7a-07.7
«7a-7i.7
from
a7am
Group
B CBD
.! 7 a7a•ta
+7ai0 «7a•80
♦lam from
aTam +rom
Arohor
A
a/4i3
f1a7.8
f7a-03
♦ia•77A
Crpp
B C8D
+/ • ,ia-W
a701A0 .7a-00
a7a-74.3 ♦ro-0s.t
a/-0B.3 OW-04.8
A
+/-08.0
+I-31.8
t7a-74.7
a14p.7
Arphor
B
f1.46.8
+7a-81.2
al-08.8
+/
CrarN
C
,7a414.7
r7a-BO
f7a4f8.1
D
+lam
f7a•90
a7am.1
A
H-05.7
+l-4p.3
,7a•71.1
AneharAroup
B
+H3.8
.7a•77.3
+/.83.7
C
rom.7
-1.
+7a
fro4C.1
D
•7a-0u.8
,7a-00
+ro-03.1
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 000 0 0
'^ ElDmipn
Prnsum W for ShVk Whdosa, NI Anchor Gawps
Shah S1ds
W16116'
27
31.ltr
31.
40'
tiY
60'
63'
57-11r
tvWr 2r
,0q-130
.0a430
+0a-130
+0a-130
+0a-oo
+0a-130
+W.130
•M-130
+6a-130
25.15M6'
+0 430
+9a-130
+00430
+W430
.9a430
+90'4
+"430
+9a•f30
+tra•130
63'
+00'-130
+9a-130
,W-130
+ea-130
+9a-130
+9a-130
+Oa-130
-M-130W'13D
67-1?
Er
+W430
,W430
+0llt•130
+0 430
+0a-130
+0 430
+0a-130
+0 -130
+0a-130
72'
+9a-13D
+0a•130
+0a-130
+•a•130
+0a-130
+=430
+0a.130
+0a-13076'
-90/430
+0a-130
+W-130
+0a-130
.0 430
+0a-130
+ea-130
M'
+0a-130
+W430
+0-130
+W430
+W.130
+00'-130
11T
+9a-13a
.9a-130
100'-130
+0a-130
+0a-130
+ea-130
134'
.9a•130
+9a-13D
+9a•13D
+0a-130
+pa•t30
144
+9a-130
+00t-130
+9a-130
+9a-130
FOR GLASS TYPES:
3) 7/16" LAMI (3/16 HS - .090' SG - 3/16 HS)
7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3116" HS)
9) 7/8" LAMI IG: (3/16" T -1/4" AIR - 3116" HS - .090" SG - 3/16" HS)
"SG'= tISENTRYOLAS'oINTERLAYER BY KURARAY AMERK:A, INC
__lL E
SHOT LONG
C� SIDE
SIDE
LONG •.4 I HORT
$IDE - 4 SSIDE
1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
OR HORIZONTALLY AS SHOWN.
TABLE 11:
D•Wgt P ossm (W0lor Wkvbm Attached to • Frama Anon" Tuhe
WYdox D6nat11on'A'
arch 2T
26-15119-
2V
31.11r
M'
40,
64'
6C
Molar
Group
All
Anal"Arohor
Grow
All I
Group
All
Anchor a-w
A.G&0 1 B
Anchor Grail
I A. CAD 1 B
Anchor dap
A B C&D
Amh%Gm*
A B I C&D
A
Anchor Grail
B 1 C
D
Anortor Gray
A B C
I D
under 23'
+70140
+7a4D
+70140
,7a-W
+701-07A
+70f40 1
+701-60.6
+7a47.7
.1-06.7
+7a-90
+/415
+I-M.D I
+701•00
.1.0.6
+146.6 1
+7a44.7
+70f•90
.1-W.7
.N,tA
+70/-00.7
.701-M.5
25.16/ir
+70140
+70740
+70140
+70f40
+701•90
+7&40
+701-W
+7007.7
+70/40
+70/-9D
+147A
+701.90
+7a-90
Hi1A
+701-81.2
+70140
+7a40
.H9.3
47a•77.3
+70/•90
4701.00
Ic ar
+Ta40
+7a40
+7a40
+7a40
.7a40
+7a40
+701.90
+70140
.1a40
+7a-90
+7a40
+7a90
,7a-90
.7a40
.7a40
+7a40
.701-90
+7a4D
+7a47.6
.7a-90
+7a-90
67-lir
+7a40
+7W-0
+M.00
+7a40
+7a-90
170140
+7a90
+70f-90
+70140
+i01•9D
+70140
+70AM
+7a-90
♦M40
+70140
+M-00
+701•90
+m-9D
+70/49.1
+70%00
+7a-BO
7r
.7a40
.7040
+m.90
+70
+701.90
+70140
+7a-90
+7a-90
+7a40
+7014D
+70140
+M-M
+70t•90
"040
+70f-90
+70/•0D
.70140
+7a40
.701-00
+7a-90
+7a4o
'
+70140
+7a4o
+701.90
.7a40
+701.90
+70140
+X0 -90
+M-90
+7a40
+7a-9D
+M-00
+70140
+7a-90
+70d-90
♦701.90
+70d40
+7a-90
+Ta40
+701.90
+M-9D
+7a40
+M-W
.7a40
+707.90
+moo
+70a40
+701:i
+7a4D
+70 0
+701.90
4'
E1114fl'
+7a40
+701-00
+7a4o
+7a•90
.M-M
+70140
.70/4D
+701-90
+7a40
+7a-9D
4'
+7a40
+7a40
+M-00
+7a40
+71N.90
+70140
1 +7W-M
1 .7a40
1 +7W'W
1) THE WINDOWS WIDTH AND HEIGHT MAY BE NVERTED.
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE
10' FRAME S
ASSEMBLY V
TUBE L
WINDOWW
c
DIMENSION3
A•P
F
DITIONAL /
CHOR
'B• (4), IF REO.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS
PRODUCT REVISED
0 complying With tho Florida
Building Code 15•Oy19. 115
Acccplsnce No
B.
Irelto t Dale
Dy�
Minnri not �
L-
}
_j _d
Wco
F.
p
U
Z
Lu
Q
to
a
z
tp
OO
"o
LL
li
F_ a
to
$
Lu
LY
z ^
LiJ
w
N
(L
a
Lu
Z
U =
oU
Lu
Jg�Lu
A
C
LL
O
C)
p
z
v
U
,o
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE m
O J
O4 x,
TWO
OmV
FRAME SEE SHEETS 1, 4 & 5 w
WINDOW ASSEMBLY z
R WINDOW ANCHOR O
EE SHEETS 1, 4 A 6 FOR DIMENSION TUBE FO0� a Y
ANDOW ANCHOR •g• + LOCATIONS AND r z i ¢
DCATIONS ANO -L QUANTITIES. SEE SHEET u
UANTITIES. SEE SHEET 10' �• 3 FOR ANY ADDITIONAL
FOR ANY ADDITIONAL • • • • • • • • • ANSHORS REQUIRED
NCHORS REQUIRED • • • • • • FOR THE FRAME ��1� �YNN
OR THE FRAME • • ADOIT �� V ...... !)?�((
pSSEMBLV TUBE. ` GCS•,.•
,SSEMBLY TUBE. • •r WAID01V ANtHDeI •_ CENSt;
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P.E.656705
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
4) 7/8" LAMI. IG:(1/8" AN - 7/18" AIR -1/8" AN - .090" PVB -1/8" AN) PRODUCT REVISED
'PVB'= BUTACI VB INTERLAYER BY KURARAY AMERICA, INC. m complying with the FIwIda
[iullding C"de'�slq
Acceplarlce No
TABLE 12:
Bx 'miion Dale ��
T Dy u
M inm ade prod
LONG
SHORT
SIDE SIDE
W Q
JJLONGf {JJ
SIDE ` I SHORT
co LL
1) SEE SHEETS 1, 4 8 6 FOR WINDOW ANCHOR Lu
LOCATIONS AND QUANTITIES. = J
2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
OR HORIZONTALLY AS SHOWN. �
Q IZ�J Q d
TABLE 13: e V J Q �—
c J LL
Z O >u o
r D- z ��
li o w „H
V = Z �Z
vi LIJ
LU LLj
W O ..Z U
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1) THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. Yn LIJ d X
J a LL
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FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUBE
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE oFRAME�-
SEE SHEETS 1, 4 d b U z m ''•
ip• FRAME gEE SHEETS 1. 4 d 5 FOR WINDOW ASSEMBLY o
X.
TUBE Y WINDOW ANCHOR DIMENSION TUBE I FOR WINDOW ANCHOR o: x O
LOCATIONS AND T'B' i1 LOCATIONS AND o i z
QUANTITIES. SEE SHEET T 10. MAX QUANTITIES. SEE SHEET O
WINDOW I 3 FOR ANY ADDITIONAL
DIMENSION 3 FOR ANY ADDITIONAL • • • • • • • • • ANCHORS REQUIRED
•p• ANCHORS REQUIRED • • • • • • FOR THEVSEMBFRAME
T BE. `� (l LYNN l /y)I lllli�
FOR THE FRAME • • • • • AOSIT04AL
WINDOW
ADDITIONAL ASSEMBLY TUBE. • • C W f Doo I= AN"It ,� Q� •""• • <<(0
DIMENSION ANCHOR • — 1 •(4)•RF Rom• • . �`Z`•.•��(',F NSt; ''•.�
(4), IF REQ. • • • • A • • • • Q�; '
No. 58705
ul
• • • • • • • � ILA
• • • • • • • , •�,1 '•, 9TATC OF `a
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS
❑ Caaipn Preaaua (psl) kr Single WiMowa, N Anchor
OreuW
BnM Bide
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2G1d1B'
Z/.4'1•
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77'
41'
16.111•
651/3'
30'
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••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 0
•• • •
0.43V
3.545" --.1.124'0Sr .125"
NOM.
2.701'
.1X12'
�--- 2.794"
09T
OFRAME HEAD, 71 FRAME
SILL & JAMB ASSEMBLY TUBE
#7005,6063-T6 #7004,6063-T6
903' 1.356'
1 � .040' 1 2203'
AS REQUIRED PER
SHEET 4LE 3, .2W .095, .093' �
OINST. HOLE COVER ANCHOR PLATE ADDON FLANGE
#7007, 6063-T6 O #7071, 6063-T6 70 #134, 6063-T6
Item I
Dwg. #
Description
Mat
1
7005
Main Frame Head Sill & Jambs
6063•T0 Alum.
2
7071
Anchor Plate
PTO Alm.
3
7007
Installation Hole Cover
W63•TSMan.
4
7010
Frame Comer Key
Steal
6
P32
7078
Frame Gasket
Vinyl Foam
10
7055
Rxed Frame Hole PlugPVC
31
DuraSealS aver
1713
Setting Block S 32" x 3 I6" x 1- 4"
EPOM
33
1 1714
iSetting Block 5 32" x 1-7 16" x 1- N'
EPDM
35
7036
Bead B
W63-TS Alm.
36
7042
Bead
6063-TSAWn•
37
7059
Bead
6063-TOAIIrn.
38
1224
Vinyl Bulb Ws(Thick)
39
1225
Vinyl Bulb Ws Thin •
Flex
SO
Dow 899Silicon Backbeddln
70
134
Add -on Flange • •
71
7004
Casement Frame Ass Tube
6063
86
#8 X 1-1/2" Quad Pn SMS Stainless Steel
Stawae
90
#12 x V Ph. Pn. TEK
•
.Off L .7 -j .050 � � l— .172'
.885' II rc .gBS" .870' .050"
I .569"
O35 BEAD B 36 BEAD C 37 BEtADD D
#7036,6063-T6 O #7042,6063-T6 #7059,6083-T8
•
• •N1r
••• • • • • ••• • •
• • • • • • • • • •
•%•• •• • • • •• ••
• • • ••• • •
PRODUCT REVISED
es complying with the Florida
Building Code 1�_C .
Acceptance No
Revfsea By: Date: Revision B: irelion Dale l$
By
Revised By: Date: Revision A- Wain' ade Produet
LM 5/16/15 NO CHANGE THIS SHEET
® DescripDon: Drown By
EIOM AND EXTRUSIONS J ROSOWSKI
1070 TECHNOLOGY DRIVE Ttle: Dote:
N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12
P.O. BOX 1529
NOKOMIS, FL 34274 Series/tlodel: Scoie: eet: Drawing No. Rev:
CERT. OF AUTH. #29296 CA-740 NTS Ishii OF 11 MD-CA-LM A