WS-10-1447tri
BUTLDIl'�G
PERMIT :APPLICATION
FBC 20
Permit Type :�.UIL IN Gr. RO()
Miami. .ores Village
Building Department
1 :0 050 N.E.21id Avenue, Miami Shores, 'Florida 33138
Tell (305) 7952204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762:4949
Owner's Name (Fee Simple Titleholder) ', � f(,,
/ ( __ ce2 /77/ " -7.te hone # 3 63--- 9: C /Z /2_:
Owner's Address 4J,S A I 31 St' .:::
Ci °/ /t1.
� 71 , State �.:- •
Tenant/Lessee Name - - - 94/4
Phone # ' - C - 7 gel .
Email "r e. r 4. tt G1 ;('
Job Address (where the Work is being clone) JCiles 11740. j /(2C /
City Miami Shores Village, Co Miami -Dade Zip 33/5?)
.
FOLIO 1 PARCEL # /"° $Ie'/ t)
Is Building Historically Designated YES NO 1 Flood Zone
Contractor's Company r �Nazne ( _, ca��, e.'.�ca e' S /Y /f v (.� % Phone # 3iJ 1 % --? '/Z
Contractor's Address - 1T.30 la .:L .5t.e T Ard
City 74 be 4.1,:44.reli . Sate . P zip 3z J 2.
Phone #
Qualifier -ae
State Certificate orReg�istratipnI*ic Certificate ofCompetency;No,
Contact Phone d _ � _ ijq 4/2 E-mail A ►
Value of Work For this Permit $ :' 6O
Subniittal:Fee. $ J. CD
Permit Fee $
Master Permit. No.
Permit No. UJS \D 144l
Architect/En i er's Name (if applicable) �e Fp ) : Phone #
Square / Linear Footage Of Work:
Type of Work. Addition Alteration
,j i _! Repair/Re lace ❑ Demolition
Describe Work; „-L.. _K if '`
-m..��I
f ^
****F �C c�1'i�;'}'�1* .':'k9k C7kik' iTf ******7N�Ci�*** -fit is *'i -k
101s-7***********
CCF $ :COICC S
Notary $ : Trainin $ Technology `Fie .$.
Seaming $ : Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due. $
See Reverse side --a`
*e ,•, : *? MYCOMMTSSl01 #DD6219B1. I
• 'P Bonded 'Mu EXPIRES: February 16, 2011
ry dM1cUndenwiters
Sign.
Prin
My Connnission Expi
* * * * * * * * * * **
APPROVED BY
• (Revised 07 /10/07X.Revised 06/10/2009)
( �►'rr" Plans Examiner Zoning.
JACQUELYN S. ROBLEDO
es 0MMISSION.• DD 621981
EXPIRES: February 16,:2011
• 11
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS., POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable larva 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 comment e must be posted at the job site
for the first inspection which occurs seven (7). days after the building permit is issued. In t e abse - e of such posted notice, the r,
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before ine this l
day of � �i . � �r , 201.Q., by - • (.,el /.
who is persona known to me or w o has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Signature
Contractor
The foregoing instrum-' t was acknowledged before me th Seiko s .
day of `i , 201 ,'.by 1 .� z H H. Seiko
who ispersonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
THE EXITING WINDOWS ARE MISSING THE TAPCON
SCREWS. THIS PERMIT WILL TAKE OVER BPO4 -1527.
10 WINDOWS REPLACEMENT
Passe 4, /
/
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 151582. CREATED AS
REINSPECTION FOR INSP- 149990. Not anchored per NOA
Mullians require insp. NB
Window attachment and mullian attachment OK need to complete caulking
and paint. NB
CC/
��
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Number: INSP - 152061
Permit Number: WS -8 -10 -1447 J
Inspection Date: October 12, 2010
Inspector: Bruhn, Norman
Owner:
Job Address: 10101 NW MIAMI Court
Project <NONE>
Miami Shores, FL
Contractor: COLONY ACQUISITION CORP
Building Department Comments
October 12, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
t019(4 S
Parcel Number 1131010210080
Phone: (305)496 -7442
Page 1 of 1
10111 NW MIAMI Cr`
11111
1
A
Barroom
Bedroom
Bath
Family
Room
Dining Room
Kitchen
•• ••• • • • • • ••
•
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••• • • • ••• • •
c
Mester
Bedroom
Living Room
Bele
2
A
Single Hung
09- 0316.10
60.00 88.60
46.50 62.30
37" x 50 5/8"
Yes
Yes
No
1
A
Mullion
09- 0617.04
140.00 140.00
46.50 62.30
1 "x 4"x 49 5/8"
Yes
Yes
Yes
1
B
Single Hung
09- 0316.10
60.00 116.80
46.50 62.30
37" x 38 3/8"
Yes
No
No
1
C
Single Hung
09- 0316.10
60.00 81.40
46.50 62.30
53 1/8" x 38 3/8"
Yes
No
No
3
D
Single Hung
09- 0316.10
60.00 85.10
46.50 62.30
42" x 63"
Yes
Yes
No
2
D
Mullion
09- 0617.04
105.60 105.60
46.50 62.30
1" x 4" x 62"
Yes
Yes
Yes
1
E
Single Hung
09- 0316.10
60.00 116.80
46.50 62.30
37"x38 3/8"
Yes
No
No
2
F
Single Hung
09- 0316.10
60.00 88.60
46.50 62.30
37" x 50 5/8"
Yes
Yes
No
1
F
Mullion
09- 0617.04
140.00 140.00
46.50 62.30
1" x 4" x 49 5/8"
Yes
Yes
Yes
3
G
Single Hung
09- 0316.10
60.00 116.80
46.50 62.30
37" x 38 3/8"
Yes
Yes • ••••
No
2
G
Mullion
09- 0617.04
140.00 140.00
46.50 62.30
1" x 4" x 37 3/8"
Yes
_
: ••• Yes ••••
• •OA* •
3
H
Single Hung
09- 0316.10
60.00 62.70
46.50 62.30
531/8" x 63"
Yes
' • • Yes ••••••
Nd •
2
H
Mullion
09- 0617.04
140.00 140.00
46.50 62.30
1" x 4" x 62"
Yes
•
• Yes •
• Y •
1
1
Single Hung
09- 0316.10
60.00 62.70
46.50 62.30
53 1/8" x 63"
Yes
_
..•• No _ •
• •Ne• •
-VD.
•.. •
3
J
Single Hung
09- 0316.10
60.00 116.80
46.50 62.30
37" x 38 3/8"
Yes
• ... • • Y •
2
J
Mullion
09- 0617.04
140.00 140.00
46.50 62.30
1" x 4" x 37 3/8"
Yes
Yes • • •
• . • •
•• •• � • ••
•
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• •
•
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■
• • •
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• •
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• •
• •
Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address:
Description of Window or Door Product Approval Design
Qty Opening ID or mullion Product Acceptance Number Pressure Opening Design Pressure Individual Unk Size Shutter Required
10101 Northwest Miami Court
( +) PSF ( -) PSF ( +) PSF ( -) PSF Yes / No
Permit No.
Mullion Required
Yes / No
Impact
Yes / No
AI- Farooq Corporation
1235 SW 87 Avenue • Miami, FL 33174
Tel: (305) 264 -8100 • Fax: (305) 262 -6978
F t r e 1 0 - 5 9 9
Site Specific: Wind Loads
(Based on data supplied by client)
.Du�S AC(4
1. Client / �
2. Job Name le-via Sp L cce
3. Job Address /0/01 it / 2 (J lit l J am l eac'2±
/t?i acin-t i Shores, , f 33 / D
4. County M('(.1 -- baCL
5. Building Height : ) J ft. (see sketch below)
6. Basic Wind Speed : u) mph
7. Wind Standard : ASCE 7 -05, FBC 2007 Edition
8. Roof Slope • ° 34. Slope: Pitch / 12
9. Exposure : ° Non Coastal A Coastal 0 Other
(Coastal exposure applies within 1500 ft of ocean line or 50 miles within ocean line for
Std. Bldg. Code Chapter 16.)
10. Building : Length ft. Width ft.
11. Attach floor plan with shutter / window, sizes and types.
(Note: If maximum load used for all openings floor plan is not required)
12. Building Category :
Client Representative
Bldg. > 60 ft. Bldg. < 60 ft.
JUL 6 2.010
JAVAD AHMAD. P.E. - FL # 70592
EB C.A.N. #3538
AL- FAROOQ CORPORATION
CAN (EB) #3538
1235 S.W. 87th. AVENUE MIAMI, FL. 33174
PH. 305- 264 -8100
CUSTOMER :DUSA ACQUISITION LLC
PROJECT :KEVIN SPELLACY
WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING
AS PER SPECIFICATION ASCE 7 -05
BUILDINGS WITH IMPACT PROTECTION
BASIC WIND SPEED V : 146 MPH
IMPORTANCE FACTOR I : 1
EXPOSURE CATEGORY : C
MEAN ROOF ELEVATION H : 15 FT.
TRIBUTARY LOAD AREA A : 10 FT
Kh = 0.85
Kd = 0.85
Kzt= 1.0
07 -26 -2010
(TABLE 6 -3, PAGE 79)
(TABLE 6 -4, PAGE 80)
(TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45)
VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV "2 = 39.43 PSF
GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55)
ZONE 4 = +1.00 -1.10
ZONE 5 = +1.00 -1.40
GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47)
DESIGN PRESSURE P = Qh(GCp - GCpi)
ZONE 4 = + 46.5 PSF - 50.5 PSF
AUG 1 2 2010 11 '
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST 3
3313 -1563
(305)'29`A (+305) 3 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode
AWP, LLC
8130 NW 74 Avenue
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division 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 580 Aluminum Single Hung Window
APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series 580 Alum. Single Hung Window (N.I) ",
sheets 1 through 5 of 5, dated 10/10/96 with revision F dated 02/26/09, prepared by Al- Farooq Corporation,
signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 07- 1029.08 and consists of this agr j ?nil eyide ,pales k 1 and E -2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Fitz A. Hargis, PX.. • •
PRODUCT CONTROL DIVISION
N U i
APPROVED
• • • • • • • • •
•
••• • • • • ••• • •
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• • • •• • • •
• • • • • • • • • • •
• •• •• • • • •• ••
0 •• • • • ••• • •
'V / fir } :• ••• ••• ••• • NOANo.09- 0316.10 • • • • • • . • • E uiratio oba ie: :November 14, 2012 • • • • • • Approval Date: May 6, 2009
Page 1
I. i '
^; Snores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT i0 CCMPI.IANCE WITH ALL FEDERAL
STATE AND Cr.UN iY RULES AND REGULATIONS
AWP. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W96 -38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung
Window (N.I) ", prepared by Al- Farooq Corporation, dated 10/10/96 with revision F
dated 02/26/09, signed and sealed by Humayoun Farooq, 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 TAS202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, per ASTM 588, TAS 202 -94
along with marked -up drawings and installation diagram of a Series 580 Eyebrow Top
Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL -5343, dated 10/09/07, signed and sealed by Carlos S. Rionda,
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) Forced Entry Test, per ASTM 588, TAS 202 -94
along with marked -up drawings and installation diagram of a Series 580 Radius Top
Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL -4443, dated 01/26/05, signed and sealed by Edmundo
Largaespada, P.E.
3. 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 AAMA 1302.paragraph 5 3.1.1 to 3.1.5
along with marked -up drawings and installation diagram of a Series 580 Aluminum
Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL -3879, dated 08/28/03, signed and sealed by
Joseph Chan, P.E. (Submitted under NOA #02- 0507.06)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Water Resistance Test, per FBC, TAS 202 -94
along with marked -up drawings and installation diagram of a Series 580 Aluminum
Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL -3861, dated 08 /07/03, signed and sealed by
Joseph Chan, P.E. (Submitted under NOA #02- 0507.06)
•• •• • • • • • • • • • • •••
•
• • •
• •
• • • ••• • • • • • • • Fitz A. Harris, P.E.
Product Control Examiner
NOA No. 09- 0316.10
• • • • • • • • i Elratio i ater November 14, 2012
• • • • • • i • A'pplrotal:Date: May 6, 2009
E - . 4 • •• • • •• • • • •
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AWP LC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Revised anchor calculations and structural analysis, complying with FBC -2007,
prepared by Al- Farooq Corporation, dated February 24, 2009, signed and sealed by
Humayoun Farooq, P.E.
2. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by Al- Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun
Farooq, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance, dated February 24, 2009, signed and sealed by Dr.
Humayoun Farooq, P.E.
2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun
Farooq, P.E.
3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the
FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC.
G. OTHERS
1. None.
•• . •• • • • • • ••
•
• • •
• as
• ... .. . • • .. Fitz A. Harris, P.E.
Product Control Examiner
NOA No. 09 -0316.10
• • • • • libpsirati on�Datei November 14, 2012
• •
• • 1 Agproral Date: May 6, 2009
E.02 • •• • • •• • • • • • • • • •
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4. 111000 .
•. •. • ..
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StRRIES AI.JKINULi SINGLE HUNG WINDOW
DESIGN LOAD RATINGS • FOR • SE WINDOWS TO BE AS PER
CSW SHOWN ON SHEiT• 2. • •
•- • • • -•-
AFfROVA2 RPPUES TO %07SL! UNITS OR SIDE BY SIDE
COMBINATICOS OF S.H. /S R S.H. WITH OTHER WINDOW
jWSFS VODULES Of 17ib 14, MORE WINDOWS USING
MIMAI -DADi COUNTY AORROV40 MUWONS IN BETWEEN.
LOWGR DESIGN PRESilin MO WINDOW OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
• Tt{►S EnDUCT HAS %EEN 11FS1GNED AND TESTED TO COMPLY WITH THE
REOUIREMENTS OF THE jLOSIDA %TIDING CODE 2004/2007 EDITION INCLUDING
WiMMLiCITY HURRICANE ZONE liMIZ).
W� SyCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
TOP CORNERS OF
ARCH TOP WOWS.
TO BE SECURED
8T SCREWS
OR SPOT WELDING
TYPICAL ELEVATION
T %SILO UNITS
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REWIRES THE 1
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES
COMPLYING WITH HVHZ REQUIREMENTS.
INSTALATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
THE APPLICABLE REQUIREMENTS FOR WINO BORNE DEBRIS PROTECTION.I
50 I/8
O.L. OPG (FIXED) - -
0 4 2009
53 1/8'
WINDOW WIDTH
13 5/8'
MAX.
Enqn LIR. ,AIWA OLIN mow
FLA PE / 18557
CAN. 3538
8' MAX
HEAD
CORNERS
2
n
PRODUCTREVTSEID
• *14 *
Be C YTAN Wid* Florida
• Ome 9' 03I 6.I 1A
1 MONOLITHIC GLASS
NON IMPACT
1
c.
of ,
o _ 2
drowing o no.
W96 -3
sheet t of AD
4// DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
I /8 " ANN. GLASS
3 /I6" ANN. SIAM
3/16" TEMP. GIAS
ANCHORS
METHOD 'A'
ANCHORS
METHOD '8'
ANCHORS
METHOD 'A'
ANCHORS
METHOD '8'
ANCHORS
METHOD '8'
M107H
HEIGHT
EXT.(4)
DOE-)
810.(4)
INT.(-)
EXT.(4)
1M.( -)
EX1.(4)
INT.( -)
(00(4)
INT.( -)
T9 -1/B"
26 -1/2
37"
42"
48"
53 -1/8"
26'
(3)
i
SiS
80.0
80.0
60.0
60.0
80.0
60.0
121.8
60.0
125.0
125.0
60.0
60.0
210.0
179.7
80.0
60.0
87.4
60.0
54.9
60.0
80.0
54.9
54.9
60.0
112.9
60.0
112.9
468
46.6
60.0
52.7
79.3
522
46.6
48.6
60.0
95.9
60.0
95.9
39.5
39.5
39.5
39.5
60 0
81.3
60.0
81.3
34.9
34.9
38.6
38.6
34.9
34.9
60.0
71.9
60.0
71.9
19 -1/8"
26 -1/2"
37"
42_
48"
53 -1/8"
38 -3/8"
(4)
60.0
800
60.0
80.0
60.0
109.9
60.0
60.0
125.0
125.0
60.0
60.0
210.0
163.1
60.0
79.3
60.0
80.0
60.0
79.3
56.8
56.8
80.0
56.3
75.6
56.3
56.8
50.0
56.8
600
116.8
102.9
60.0
60.0
116.8
102.9
50.0
500
50.0
60.0
37.0
37.0
37.0
37.0
43.8
43.8
60.0
90.1
60.0
90.1
-
-
-
-
39.6
39.6
60.0
81.4
60.0
81.4
19 -1/8"
26 -1/2"
3r
42"
- - 48"
.53 -1/8"
50 -5/8"
(4)
-
60.0
80.0
60.0
80.0
60.0
83.3
60.0
125.0
60.0
171.3
60.1
60.1
60.0
60.0
60.0
60.1
60.0
123.7
60.0
123.7
43.1
43.1
60.0
84.5 '-'
43.1
43.1 ,
60.0
88.6
60.0
88.8
-
-
-
-
37.9
37.9
60.0
78.0
60.0
78.0
- -
-
- -
-
332
332
800-
683
60.0
68.3
-
-
-
-
30.0
30.0
60.0
617
80.0
61.7
19 -1/8"
26 -1/2"
37"
42"
48"
' 53 -1/8"
09
(5)
60.0
80.0
60.0
80.0
60.0
89.3
60.0
125.0
60.0
183.8
60.0
64.5
60.0
80.0
60.0
64.5
60.0
125.0
60.0
132.6
462
46.2
47.9
47.9
48.2
48.2
60.0
95.0
60.0
95.0
_
-
-
-
40.7
40.7
60.0
83.7
60.0
60.0
83.7
732
-
-
-
-
35.6
35.8
80.0
732
-
-
-
-
32.2
32.2
60.0
64.0
60.0
66.2
19 -1/8"
6.1.2•
.
i7
42"
53.1/8"
• •••
60.0
80.0
60.0
80.0
60.0
100.4
60.0
125.0
90.0
206.5
60.0
72.5
60.0
76.7
60.0
72.5
60.0
125.0
80.0
149.0
47.0
Ly.0
47.0
420
51.9
51.9
60.0
97.5
80.0
106.7
•- •
- •
-
-
45.7
45.7
60.0
85.1
60.0
93.1
_.
-•
-
40.0
40.0
36.1
60.0
71.9
80.0
75.8
• -
`_IIP_
-
36.1
60.0
62.7
60.0
65.4
19 -1/8"
26 -1 /2'
• 4 • •
4B"
Wi 1
14
•
• (6 )
.
I0.0•
746
60.0
74.6
60.0
85.2
60.0
125.0
60.0
1752
60:o''Slg
60.0
64.1
60.0
615
60.0
60.0
nsA
82.0
60.0
126.5
- • • •-•
-
-
44.0
44.0
60.0
90.6
_a=. •..;,
-
3
-
-
38.8
388
60.0
748
65.5
60.0
60.0
79.8_
69.8
-
-
-
33.9
33.9
60.0
- 1 , •-
-
-
30.7
30.7
58.0
58.0
60.0
80.0
4 90. IN PARENTHESIS R4S 16 N0. OF ANCHORS PER JAM8.
•
•
• •
• • •
• • • • • • 1/4 018. ANCHORS
• • AT THIS LOCATION
• • • • • • FOR UPPER HALF OF JAMBS
• •
••••
ANCHORS METHOD 'A'
3/16" D15. ANCHORS
AT THIS LOCATION
FOR LOWER HALF OF JAMBS
ANCHORS METHOD 'H'
APPROVED CONFIGURATIONS
SHAPES SHOWN .0809E OR SIMILAR
PRODULTRBVISFD
fa comply w86(*Florida
barn Cat h
Aeon - 0 3 1 4 1 0
Baykal= Dee
ay
NOTE: Miami 1;0.44
CLASS CAPACITIES ON THIS SHEET ARE
BASED 014 ASTM El 300-02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS -DEC -219
GLAZING OPTIONS
f z
448
A3 F
g <14
g _ a j g p
O4mR
fg .O
iir F.
41110
u a $
0 9 R
11
1
ik drawing 110.
W96 -38
(8he81 200 5 )
• •
• •
•
••
• •
• •
• •
•
•
•
• •
•
•
• •
• •
••
•
•
• •• •••
• • •
• •• •
• •
•••• •
• •
•• • •�
�i
••
•
•••
• •
•
• •
•
•
•
4•
0 •
•� 0
ANtHOiS RE013. AI SILL
x
[ f
TYPICAL ANCHORS
110 SIAS
SEE ELEV. FOR SPACING
MIAMI -DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
3/16' OR 1/4" TAPCONS (SEE SHEET 2 FOR USE OF 3/16' TAPCONS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3 /B" MIN. PENETRATION INTO WOOD
THRU 1 BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
112 SMS OR SFf E 1lRPIING SCREWS (C.RADF 5 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
110 SMS OR SFIF DRS IING SCREW$
INTO MIAMI -DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
ANCHOR FOGE DISTANCES
INTO CONCRETE AND MASONRY 1 -1/4" MIN.
INTO WOOD STRUCTURE o 3/4" MIN.
INTO METAL STRUCTURE 1/2" MIN.
PADS:
ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT
EACH END OF FIXED MTG. RAIL
WEEPHOLES;
W1 s 3/4" WEEP NOTCH AT EACH END
SEALANT:
ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
SCHNEE MOREHEAD 5504 OR EQUIV.
Engr. O1. HUMAYOUN FAR000
STRUCTURES
DA PE 1 16557
CAN. 3534
MAR 0 4 2009
PRODUCT REVISED
• complying with dr Florida
Building Code
No cr1 l 4.10
Amstar= amai PrachstControl
v
S
*32m;u
R
L! II
JIaJJ
Crowing no.
W96_38
(sheet 3 o( 5 )
ITEM /
PART #
REDD.
DESCRIPTION
MATERIAL
— -
1 :
N .10
i • !
1
8063 -T6
6063 -T6
6063 -76
2
1
I
6063 -T6
6063 -T6
6063 -T6
YE -920
2
6083 -
-
N.UMINUI
74
il
0 .
WC
r DE
FA
P9C
YH -511
1
LL
Y14-510
BULB VINYL
PVC
VH -509F
PILE- SCHLEGa .187 x .250
14
YH -504
2/ VENT
VENT LATCHES
NYLON /CELCON
148
TH-015
2/ VENT
CAM LOCKS
MAX
15
110 x 3/4
B
FRAME ASSEMBLY SCREWS
CRS
16
/8 x 1
2
FIRED RAIL SCREWS
CRS
CAD PLATED. PH SACS I - - -
17
#8 x 1 - 1/4 -
4/ VENT
VENT ASSEMBLY SCREWS
CRS
CAD PLATED. PH SACS
•
•
4 rAL •
SlUCTUIC •
• •
•
•
• ••
• • •
• ••
••
• •
••••
TYPICAI. ORS
SEE ELEV. . FOR SPACING
SEE SHEET 2 FOR CAPACITY
•••
•
• • • • • 3/11611 MAX.
•
TYPICAL ANCHORS
- -SEE ELEV. FOR SPACING
SEE SHEET 2 FOR CAPACITY
VENT WIDTH
D.L OPG.
I /4' SHIN
MAX.
1BT
ROOD ROCKS
TYPIC6I. ANCHORS
i SEE ELEV. FOR SPACING
SEE SHEET 2 FOR CAPACITY
4
PRODUCT ea REVISED Florida
Building Cale
Acceptance nNoQ - o3 lee - io
EIgimlta D•r / /- ter-AaVA
sr
FloBila Comm)
TYPICAL
SEE SLE
sEE snEE . FOR FOR S r 2 FOR CAPACITY
Env. OR. 44144670:21 FARO00
STR0CM169
FHA 6 . 16557
CAN 7535
1
� h
Jj it
droving no.
1W96 -38
(sheet 4 of 5 )
A
• •
• •
•
•
•
• •
• •
• •
•
•
•
889
r • - 2.220
.881
• • •
• •
•
3. 25
2.
FRAME HEAD
•
• • •
812
DS2
1.437
I _ 1.062 --I
FIXED RAIL
• •
1.187
1.625
.655
.812
VENT TOP RAIL
1.562
••
•
• •
• •
.055
• 2.563 11
• •
• • •• • I
• II
•••..-Liii2 L •
••••
• • ••••
VEIBT BOTTOM RAIL
VENT SIDE RAIL
— 1 "
.055 1.292
2.104
.812
L 1 : 179 --I
1.617
FRAME SILL FRAME JAMB
3/4" WEEP NOTCH
AT EACH END 06
SCREEN RETAINING LEG
5.11. FRAME CORNER DETAIN
SALMENLLSRNELELAIL
ivvvr. 09. numwrom FARM
SITAICWRES
RA PE • 16557
CA.N 3538
MAR 0 4 2009
PRODUCT REVISED
i oywilhth e RAM
1390dIog Code ,
Acogatmea 1
fispirelanDate
Lii-Astem,
1? -
hi
owin rtin
1 W96-38
(sheet 5 of 5
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.Rov/buildinacode
NOTICE OF ACCEPTANCE (NOA)
AWP, LLC
8130 NW 74 Avenue
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division 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: Aluminum Tube Mullions — L.M.I.
APPROVAL DOCUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions ", sheets 1 through
7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and
sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 06-0905.11 and consists of this page 1 and evidence page E -1, as well as
approval document mentioned above.
•• ••• • • • • • ••
The submitted documentation was reviewed by Manuel Pdrez, PI. •
• • •
•
•. ••. •• • • • ••
• •
• • •
• • •
• • •
• • • •
•
•
••• • •
• • •
• • •
• .• • •
• •• ••
• •• • •
NOA No. 09-0617.04
• • • Exiratloa Sato:: December 24, 2011
• • • • Approval date: August 26, 2009
• • •• • • • •
• • • • Page 1
• • ••• • •
• • • • •
••• • • •
• • • • • •
• • • • • ••
• • •• • •
AWP LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 7• of 7,
prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09,
signed and sealed by Arshad Viqar, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94
2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94
along with marked -up drawings and installation diagram of 3 mulled fixed frame
windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis
Antonio Figueredo, P.E. (Submitted under original approval #02- 0227.01)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94
along with installation diagram of window prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and
sealed by Yamil Gerardo Kuri, P.E. (Submitted under original approval #95- 0515.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by A1- Farooq Corporation, dated 4/21/09, signed and sealed by Arshad
Vigar, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Statement letter of conformance, dated April 29, 2009, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter of no financial interest, dated April 21, 2009, signed and sealed by
Humayoun Farooq, P.E.
3. Asset purchase agreement dated November 03, 2006, signed by Mr. Manuel
Valladares and Mr. Leon Silverstein.
G. OTHERS
1. Notice of Acceptance No. 06- 0905.11, i sue dt o Ya le Ogron Windows and Doors, Inc.
for their "Aluminum Tube Mullion — Impact " a. • oTed o l 0b = A iring on
12/28/11. ••• ••• j� �!� r_
Mann �. P.E.
Product Contr er
• •. • • •. • • • • NOA No. 09- 0617.04
• • • • • • • • xpiratimn Dated December 24, 2011
• • • • • • • • Xpprova$ • hate: August 26, 2009
• • •
E -1
••• • • • • ••• • •
• • • • • • • • • •
• • • • • • ••• • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
' DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
IX 2
STD.
IX 3
1 STD.
1 X4
STD.
2X 4
STD.
2X 6
no.
WICEN (W)
MULL SPAN
19-1/8"
140.0
140.0
140.0
28-1/2"
I
140.0
140.0
140.0
30"
140.0
140.0
140.0
37"
140.0
140.0
140.0
140.0
42"
L
140.0
140.0
140.0
140.0
4e'
38-3/8"
140.0
140.0
140.0
140.0
53-1/8"
139.8
140.0
140.0
140.0
ST
123.6
140.0
140.0
140.0
66
54.7
112.5
140.0
140.0
140.0
72"
50.1
103.2
140.0
140.0
140.0
74"
48.8
100.4
140.0
140.0
140.0
19-1/6"
82.2
140.0
140.0
140.0
140.0
26-1/2"
59.3
140.0
140.0
140.0
140.0
30"
52.4
140.0
140.0
140.0
140.0
37"
42.5
115.3
140.0
140.0
140.0
42"
37.4
101.6
140.0
140.0
140.0
48"
50-5/8"
32.5
88.9
1400
140.0
140.0
53-1/8"
29.8
80.3
129.3
140.0
140.0
60"
28.2
71.1
114.5
1400
140.0
86"
23 8
64.7
104.1
140.0
140.0
72"
21.8
59.3
95.4
139.3
140.0
74
21.2
57.7 92.8
135.6
140.0
19-1/8"
42.7
122.1 140.0
140.0
140.0
28-1/2'
30.8
88.1 140.0
140.0
140.0
30"
27.2
77.8 140.0
140.0
140.0
37"
22.0
63.1 119.6
140.0
140.0
42'
-
55.6 105.6
140.0
140.0
r•
•
-
48.6 92.4
1350
140.0
53-I4
. 83.5
121.9
140.0
80"
-.
lar 73.9
108.0
140.0
se• •
- •
szEL 67.2
987
140.0
Mir 61.6
40.0
140.0
726
74'
31.5 60.0
87.5
140.0
19-I/8
••• ••Sr •
• •._ • •
•
7413 140.0
140.0
140.0
26- MPS
115.4
140.0
140.0
l c 1
a „
101.9
140.0
140.0
82.6
120.7
140.0
37'
lea"
t i . ,
a
72.6
63.7
105.4
140.0
93.1
140.0
53-1/8"
leis
578
84.1
140.0
SO" •
51.0
74.4
140.0
65
6• 4
lirri
46.3
67.7
131.0
96.•
griiipp.
42.5
62.0
120.1
74"
, 41.3
60.4
116.9
„.• '
GLAZING
PRODuCT
GIMP*
PROOLICT
LM
• • • •
• •
• • • •
•
•
NOTE.
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
DESIGN LOAD CAPACITY - PSF (TUBE MUWONS)
WINDOW DIMS.
vADTH (W)
19-1/8"
26-1/2"
37'
42"
se'
53-1/8"
W
ee"
72
74'
19-1/8'
26-1/2"
30
37
42"
se'
53-1/8"
80"
66"
72"
74
19-1/8"
26-1/2"
30"
37"
42"
48"
53-1/8"
66"
72"
74
18-1/8"
26-1/2"
30"
37"
42"
48"
53-1/8"
50"
66"
72"
74'
MUU. SPAN
84"
96"
108"
120"
1 X2 183
STD. STD.
51.9
37.2
32.5
26.8
23.4
20.5
34.5
24.9
22.0
24.2
1 X4 284 2X6
STD. STD. STD.
110.4 140.0 140.0
79.7 116.4 140.0
70.4 102.8 140.0
57.1 834 140.0
50.3 73.5 1400
44.0 64.3 140.0
39.7 58.1 127.2
35.2 51.4 112.6
32.0 46.7 102.4
29.3 42.8 93.8
28.5 41.7 91.3
74.0 108 1 140.0
53.4 78.0 140.0
47.2 88.9 140.0
35.2 55.9 139.8
33.7 49.2 123.2
29.5 43.1 107.8
26.8 38.9 97.4
23.6 34.4 85.2
21.4 31.3 76.4
28.7 71.8
27.9 69.9
51.9 75.9 140.0
37.5 54.8 140.0
33.1 48.4 134.5
26.9 39.2 109.1
23.7 34.6 96.1
20.7 30.2 84.1
273 78.0
24.2 67.3
22.0 61.2
20.2 56.1
- 54.5
37.9 55.3 *400
27.3 39.9 111.0
24.1 35.3 98.1
28.6 79.5
25.2 70.1
22.0 61.3
- 55.4
- 49.0
_ _
- 44.6
40.9
39.8
MULLIONS]
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
EON (w)
19-1/8"
29-1/2"
30"
37
42
48"
53-1/8"
60
86"
72"
74'
MULL SPAN
132"
19-1/8"
29-1/2"
30"
37"
42"
48"
53-1/8"
60"
66"
72"
74"
144
I X 2
STD.
182 124
STD. STD.
284 2 X 8
STD. sm.
28.5 41.6 115.6
- 20.5 30.0 83.4
- 26.5 73.7
- 21.5 59.8
52.8
46.1
41.5
36.8
- 33.5
30.7
- 29.9
219 32.0 89.0
23.1 64.3
- 20.4 508
- 48.0
- 40.5
35.5
32.1
28.4
25.8
23.7
23.0
GLAZING
PRODUCT
ARCHES TO 82 INSCRIBED
INSIDE RECTANGULAR SHAPE
MULL
GLAZWG
PRODUCT
MULLION SPAN
TYPICAL MULLION ARRANGEMENT$
WIDTH (w) + 8E 2
HORIZONTAL MULLION
MAR
CNAL
PO. PE /I 38883
CAN. 3538
JIIN if 4 /UN
.:9
■ 6,1 Hari*
AcecTI:mclIto , 04.
063b .7'L
3
-J • L
3 - A
-J 0
:23 A
via:1m
Fli
1
4 LI
g ;1'
r M drowino no.
95-06A
084=0=7
39.2
34.8
30.3
27.3
24.2
30.7
26.9
®11211:1
109.6
98.8
78.5
69.1
60.5
54.7
35.9
34.9
121.5
38.7
35.2
32.3
49.8
44.0
35.7
31.4
27.5
24.8
45.7
41.9
40.8
138.0
48.9
44.2
39.1
35.6
32.6
79.7
70
57
82.7
72.9
63.8
97.6
45.3
41.2
37.8
38.8
49.8
24.3 48.6 45.6
23.6 47.3 44.4
80.0 140.0 140.0
68.4
59.9
54.1
43.5
39.9 79.8
38.8 77.7
133.8 140.0
98.4 140.0
85.2
69.0
60.8
54.7
47
43.3
1 40.0
138.9
123.7
109.5
99.5
91.2
88.8
140.0
109.5
95.8
68.6
22.4
75.9
54.8
36.4
31.9
28.8
25.5
40.0 23.2 46.4
38.7 21.3 42.5
- 35.7 20.7 41.4
81.4 122.7 71.1 140.0
44.3 88.6 51.3 102.6
45.3 . 90.7
38.8 73.5
32.4_ 64.8
28.3 1 58.7
25.6 51.2
22.7
20.6
57.7
51
41.
53
48.1
42.8
DESIGN LOAD CAPACITY - PST
WINDOW DIMS. ANCHORS TYPE
A1D7H (W) N ULL SPAN A2 A4 AA2 AA4 AAA2 4444 B2
19 -1/8' 88.8 140.0 78.9 140.0 91.4 140.0 140.0
28 -1/2" 62.6 125.2 58.9 113.9 66.0 132.0 123.9
30" 55.3 110.6 50.3 100.6 58.3 118.6 4_109.5
37" 44.8 89.7 40.8 81.5 473 94.5 98.8
42' 39.5 79.0 35.9 71.8 41.8 83..3 78.2
48' 84" 34.6 89.1 31.4 62.9 38.4 72.9 68.4
53 -1/8' 31.2 82.5 28.4 56.8 32.9 65.8 81.8
60" 27.7 55.3 25.1 50.3 29.1 58.3 54.7
50.3 22.9 53.0
72" • 48,1
74' 44.8 20.4
19 -1/8"
28 -1/2'
53 -1/8"
19 -1/8"
28 -1/2"
53 -1/8"
68"
72"
74
40.8
33.1
29.1
25.5
23.0
58.3
51.0
48.1
20.4 40.8
37.1
- 34.0
140.0
31.4 - 28 - 33 31.1 82.1
[ drawing no.
M95 -06A
sheet 3 of 7
DESIGN LOAD CAPACITY - PSP
WINDOW DIMS.
90074 (8)
19 -1/8"
28 -1/2'
30'
37"
42"
48'
53 -1/8"
60"
68"
72'
74'
19
28 -1•2
30' •
37'
v•
488
53 -1/8'
I •
86•
72' •
74"
MULL SPAN
38 -3/8'
19 -1/8"
26 -1/2'
30'
37'
42'
48' 50 -5/8'
53 -1/8'
60"
• • •
•
72
74'
•
•••
•
•
9 •
•97"
•
•••
•
19 -q8' •
28 1(2' 4 , 6
30'
a pe' ••
426•••
48' 74 -1/4"
53 -1/8'
60'
66'
72'
74'
ANCHORS TYPE
A2 A4 AA2
140.0 140.0 140.0
137.1 140.0 124.6
121.1 140.0 110.1
98.2 140.0 89.2
88.5 140.0 78.6
75.7 140.0 68.8
88.4 138.7 62.2
60.5 121.1 55.0
55.0 110.1 50.0
50.4 100.9 45.9
49.1 98.2 44.6
140.0 140.0 130.9
103.9 140.0 94.5
91.8 140.0 83.4
74.4 140.0 67.7
65.8 131.1 58.8
57.4 114.7 52.1
51.8 103.7 47.1
45.9 91.8 41.7
41.7 83.4 37.9
384 766 34.8
37.P 01.4 63.8
115.7'140.0 T052
83.9 140.0 •75.9
73.$ =7.0
59.8 119.8 54.4
52.7 0 105.0• •67.9
4 4•Z..• 41.9
41.6 83.3 37.9
38.&• 93 8 .b • =3.5
33 . 9 .1 7 40• 30.5
30.7 61.5 27.9
291 • 39 X 27.2
981 6 •i!9• 989.2
7O 14a0 64.4
621 •25.2 •56.9
50.7 101.5 •46.1
44.7 89.4 40.6
39.1 78.2 35.6
35.3 70.7 32.1
31.3 62.6 29.4
28.4 58.9 25.9
26.1 52.1 23.7
25.4 50.7 23.1
AA4
140.0
140.2
140.0
140.0
140.0
137.6
124.3
110.1
100.1
81.7
89.2
140.0
140.0
140.0
135.3
119.2
104.3
94.2
83.4
75.9
69.5
67.7
140.0
140.0
134.1
108.7
95.8
83.8
75.7
87.0
81.0
55.9
54.4
140.0
128.8
113.8
92.3
81.3
71.1
84.3
56.9
51.7
47.4
48.1
AAA2 A4.44 82 B4
140.0 140.0 140.0 140.0
140.0 140.0 140.0 140.0
127.8 140.0 140.0 140.0
103.4 140.0 140.0 140.0
91.1 140.0 140.0 140.0
79.7 140.0 140.0 140.0
72.0 140.0 135.3 140.0
63.8 *27.6 119.8140.0
58.0 116.0 108.9 140.0
53.2 108.3 99.9 140.0
51.7 103.4 97.2 140.0
140.0 140.0 140.0 140.0
109.5 140.0 140.0 140.0
98.7 140.0 140.0 140.0
78.4 140.0 140.0 140.0
89.1 138.2 129.8 140.0
80.4 120.9 113.5 140.0
54.8 109.2 102.6 140.0
48.4 98.7 90.8 140.0
44.0 87.9 82.6 140.0
40.3 80.6 75.7 140.0
39.2 78.4 73.6 140.0
121.9 140.0 140.0 140.0
89.0 140.0 140.0 140.0
77.7 140.0 140.0 140.0
83.0 128.0 118.4 140.0
55.5 111.0 104.3 140.0
48.6 97.1 91.2 140.0
43.9 87.8 82.4 140.0
38.9 77.7 73.0 140.0
35.3 70.6 66.4 132.7
32.4 64.6 60.8 121.7
31.5 63,0 59.2 1184
103.4 140.0 140.0 140.0
74.8 140.0 140.0 140.0
85.9
53.5
47.1
41.2
37.2
33.0
30.0
27.5
26.7
131.9 123.9 140.0
106.9 100.4 140.0
94.2 88.5 140.0
82.4 77.4 140.0
74.5 69.9 1391
65.9 61.9 123.9
59.9 58.3 112.6
54.9 51.6 103.2
53.5 50.2 100.4
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
19 -1/8'
26 -1/2'
30'
37'
42'
48"
53 -1/8'
se
er
72'
74'
120"
ANCHORS]
DESIGN LOAD CAPACITY - P5P
WINDOW DIMS.
87014 (W)
19 -1/8"
26 -1/2"
30'
37'
42'
48'
53 -1/8"
80'
68'
72"
74"
MULL SPAN
132'
19 -1/8"
26 -1/2'
30'
37'
42'
48"
53 -1/8"
80'
66"
72'
74'
144'
ANCHORS TYPE
A2 A4
55.2 110.4
39.8 79.7
35.2 70.4
28.5 57.1
25.1 50.3
22.0 44.0
- 39.8
- 35.2
- 32.0
- 29.3
- 28.5
50.6 101.2
38.5 73.1
32.3 84.5
28.2 52.3
23.0 46.1
20.2 40.3
- 36.4
- 32.3
- 29.3
- 26.9
- 1 26.2
AA2
46.0
33.2
29.3
23.8
21.0
AA4
92.0
88.4
58.7
47.6
41.9
38.7
33.1
29.3
28.7
24.4
23.8 I
AAA2 AAA4
501 100.4 58.2 116.4
36.2 72.5 42.0 84.0
32.0 84.0 37.1 74.2
25.9 51.9 30.1 60.1
22.9 45.7 26.5 53.0
20.0 40.0 23.2 46.4
- 36.1 20.9 41.9
- 32.0 - 37.1
- 29.1 - 33.7
26.7 - 30.9
- 25.9 - 30.1
53.3
38.5
34.0
27.6
24.3
21.3
108.7
77.0
68.0
55.1
486
42.5
38.4
34.0
30.9
28.3
27.6
B2 134
109.3 140.0
78.9 140.0
69.7 139.3
58.5 113.0
49.8 99.5
43.5 87.7
39.3 78.7
34.8 69.7
31.7 83.3
29.0 58.
28.2 58.5
100.2 140.0
72.3 140.0
63.9 127.7
51.9 103.8
45.6 91.2
39.9 79.8
36.1 72.1
31.9 63.9
29.0 58.1
288 53.2
25.9 51.8
GLAZNG
PRODUCT
k - 41ULU vERTICAL ON
CLAIM
PRODUCT
•
ANCHORS
SEE SHEETS 4 T4R8 6
FOR 0.747.5
SEE CHART FOR CAPACRY
ARCHES TO 90 INSCR01E0
INSIDE RECTANGULAR SNAPS
MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (w) ,_ WI + 2 W2
Fjpx A9� 91WR
114 PE f 38863
CAN. 3938
JUN 0 4 2009
H0820NTAL
umuON
AEV10316
Waco:.$ ":t7w wttb 1bs Rax4&
B9!Fa:3 Cola
A ."P^s1114
181m1 Data
a
a
3
8
Z-
h
✓
B
9
41 !3S
o �'8
09
7
8
GAZING
PRODUCT
•
' \40106
"05T It 1
GLAZING
PRODUCT
-=
39.2
34.8
30.3
27.3
24.2
30.7
26.9
®11211:1
109.6
98.8
78.5
69.1
60.5
54.7
35.9
34.9
121.5
38.7
35.2
32.3
49.8
44.0
35.7
31.4
27.5
24.8
45.7
41.9
40.8
138.0
48.9
44.2
39.1
35.6
32.6
79.7
70
57
82.7
72.9
63.8
97.6
45.3
41.2
37.8
38.8
49.8
24.3 48.6 45.6
23.6 47.3 44.4
80.0 140.0 140.0
68.4
59.9
54.1
43.5
39.9 79.8
38.8 77.7
133.8 140.0
98.4 140.0
85.2
69.0
60.8
54.7
47
43.3
1 40.0
138.9
123.7
109.5
99.5
91.2
88.8
140.0
109.5
95.8
68.6
22.4
75.9
54.8
36.4
31.9
28.8
25.5
40.0 23.2 46.4
38.7 21.3 42.5
- 35.7 20.7 41.4
81.4 122.7 71.1 140.0
44.3 88.6 51.3 102.6
45.3 . 90.7
38.8 73.5
32.4_ 64.8
28.3 1 58.7
25.6 51.2
22.7
20.6
57.7
51
41.
53
48.1
42.8
DESIGN LOAD CAPACITY - PST
WINDOW DIMS. ANCHORS TYPE
A1D7H (W) N ULL SPAN A2 A4 AA2 AA4 AAA2 4444 B2
19 -1/8' 88.8 140.0 78.9 140.0 91.4 140.0 140.0
28 -1/2" 62.6 125.2 58.9 113.9 66.0 132.0 123.9
30" 55.3 110.6 50.3 100.6 58.3 118.6 4_109.5
37" 44.8 89.7 40.8 81.5 473 94.5 98.8
42' 39.5 79.0 35.9 71.8 41.8 83..3 78.2
48' 84" 34.6 89.1 31.4 62.9 38.4 72.9 68.4
53 -1/8' 31.2 82.5 28.4 56.8 32.9 65.8 81.8
60" 27.7 55.3 25.1 50.3 29.1 58.3 54.7
50.3 22.9 53.0
72" • 48,1
74' 44.8 20.4
19 -1/8"
28 -1/2'
53 -1/8"
19 -1/8"
28 -1/2"
53 -1/8"
68"
72"
74
40.8
33.1
29.1
25.5
23.0
58.3
51.0
48.1
20.4 40.8
37.1
- 34.0
140.0
31.4 - 28 - 33 31.1 82.1
[ drawing no.
M95 -06A
sheet 3 of 7
DESIGN LOAD CAPACITY - PSP
WINDOW DIMS.
90074 (8)
19 -1/8"
28 -1/2'
30'
37"
42"
48'
53 -1/8"
60"
68"
72'
74'
19
28 -1•2
30' •
37'
v•
488
53 -1/8'
I •
86•
72' •
74"
MULL SPAN
38 -3/8'
19 -1/8"
26 -1/2'
30'
37'
42'
48' 50 -5/8'
53 -1/8'
60"
• • •
•
72
74'
•
•••
•
•
9 •
•97"
•
•••
•
19 -q8' •
28 1(2' 4 , 6
30'
a pe' ••
426•••
48' 74 -1/4"
53 -1/8'
60'
66'
72'
74'
ANCHORS TYPE
A2 A4 AA2
140.0 140.0 140.0
137.1 140.0 124.6
121.1 140.0 110.1
98.2 140.0 89.2
88.5 140.0 78.6
75.7 140.0 68.8
88.4 138.7 62.2
60.5 121.1 55.0
55.0 110.1 50.0
50.4 100.9 45.9
49.1 98.2 44.6
140.0 140.0 130.9
103.9 140.0 94.5
91.8 140.0 83.4
74.4 140.0 67.7
65.8 131.1 58.8
57.4 114.7 52.1
51.8 103.7 47.1
45.9 91.8 41.7
41.7 83.4 37.9
384 766 34.8
37.P 01.4 63.8
115.7'140.0 T052
83.9 140.0 •75.9
73.$ =7.0
59.8 119.8 54.4
52.7 0 105.0• •67.9
4 4•Z..• 41.9
41.6 83.3 37.9
38.&• 93 8 .b • =3.5
33 . 9 .1 7 40• 30.5
30.7 61.5 27.9
291 • 39 X 27.2
981 6 •i!9• 989.2
7O 14a0 64.4
621 •25.2 •56.9
50.7 101.5 •46.1
44.7 89.4 40.6
39.1 78.2 35.6
35.3 70.7 32.1
31.3 62.6 29.4
28.4 58.9 25.9
26.1 52.1 23.7
25.4 50.7 23.1
AA4
140.0
140.2
140.0
140.0
140.0
137.6
124.3
110.1
100.1
81.7
89.2
140.0
140.0
140.0
135.3
119.2
104.3
94.2
83.4
75.9
69.5
67.7
140.0
140.0
134.1
108.7
95.8
83.8
75.7
87.0
81.0
55.9
54.4
140.0
128.8
113.8
92.3
81.3
71.1
84.3
56.9
51.7
47.4
48.1
AAA2 A4.44 82 B4
140.0 140.0 140.0 140.0
140.0 140.0 140.0 140.0
127.8 140.0 140.0 140.0
103.4 140.0 140.0 140.0
91.1 140.0 140.0 140.0
79.7 140.0 140.0 140.0
72.0 140.0 135.3 140.0
63.8 *27.6 119.8140.0
58.0 116.0 108.9 140.0
53.2 108.3 99.9 140.0
51.7 103.4 97.2 140.0
140.0 140.0 140.0 140.0
109.5 140.0 140.0 140.0
98.7 140.0 140.0 140.0
78.4 140.0 140.0 140.0
89.1 138.2 129.8 140.0
80.4 120.9 113.5 140.0
54.8 109.2 102.6 140.0
48.4 98.7 90.8 140.0
44.0 87.9 82.6 140.0
40.3 80.6 75.7 140.0
39.2 78.4 73.6 140.0
121.9 140.0 140.0 140.0
89.0 140.0 140.0 140.0
77.7 140.0 140.0 140.0
83.0 128.0 118.4 140.0
55.5 111.0 104.3 140.0
48.6 97.1 91.2 140.0
43.9 87.8 82.4 140.0
38.9 77.7 73.0 140.0
35.3 70.6 66.4 132.7
32.4 64.6 60.8 121.7
31.5 63,0 59.2 1184
103.4 140.0 140.0 140.0
74.8 140.0 140.0 140.0
85.9
53.5
47.1
41.2
37.2
33.0
30.0
27.5
26.7
131.9 123.9 140.0
106.9 100.4 140.0
94.2 88.5 140.0
82.4 77.4 140.0
74.5 69.9 1391
65.9 61.9 123.9
59.9 58.3 112.6
54.9 51.6 103.2
53.5 50.2 100.4
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
19 -1/8'
26 -1/2'
30'
37'
42'
48"
53 -1/8'
se
er
72'
74'
120"
ANCHORS]
DESIGN LOAD CAPACITY - P5P
WINDOW DIMS.
87014 (W)
19 -1/8"
26 -1/2"
30'
37'
42'
48'
53 -1/8"
80'
68'
72"
74"
MULL SPAN
132'
19 -1/8"
26 -1/2'
30'
37'
42'
48"
53 -1/8"
80'
66"
72'
74'
144'
ANCHORS TYPE
A2 A4
55.2 110.4
39.8 79.7
35.2 70.4
28.5 57.1
25.1 50.3
22.0 44.0
- 39.8
- 35.2
- 32.0
- 29.3
- 28.5
50.6 101.2
38.5 73.1
32.3 84.5
28.2 52.3
23.0 46.1
20.2 40.3
- 36.4
- 32.3
- 29.3
- 26.9
- 1 26.2
AA2
46.0
33.2
29.3
23.8
21.0
AA4
92.0
88.4
58.7
47.6
41.9
38.7
33.1
29.3
28.7
24.4
23.8 I
AAA2 AAA4
501 100.4 58.2 116.4
36.2 72.5 42.0 84.0
32.0 84.0 37.1 74.2
25.9 51.9 30.1 60.1
22.9 45.7 26.5 53.0
20.0 40.0 23.2 46.4
- 36.1 20.9 41.9
- 32.0 - 37.1
- 29.1 - 33.7
26.7 - 30.9
- 25.9 - 30.1
53.3
38.5
34.0
27.6
24.3
21.3
108.7
77.0
68.0
55.1
486
42.5
38.4
34.0
30.9
28.3
27.6
B2 134
109.3 140.0
78.9 140.0
69.7 139.3
58.5 113.0
49.8 99.5
43.5 87.7
39.3 78.7
34.8 69.7
31.7 83.3
29.0 58.
28.2 58.5
100.2 140.0
72.3 140.0
63.9 127.7
51.9 103.8
45.6 91.2
39.9 79.8
36.1 72.1
31.9 63.9
29.0 58.1
288 53.2
25.9 51.8
GLAZNG
PRODUCT
k - 41ULU vERTICAL ON
CLAIM
PRODUCT
•
ANCHORS
SEE SHEETS 4 T4R8 6
FOR 0.747.5
SEE CHART FOR CAPACRY
ARCHES TO 90 INSCR01E0
INSIDE RECTANGULAR SNAPS
MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (w) ,_ WI + 2 W2
Fjpx A9� 91WR
114 PE f 38863
CAN. 3938
JUN 0 4 2009
H0820NTAL
umuON
AEV10316
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181m1 Data
a
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8
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B
9
41 !3S
o �'8
09
7
• •
• •
•
•
•
• •
• •
• •
•
••
1" MIN
EDGE DIST.
• ••• •
•
• •••
•
1!3/4" M�U.
ERIE DIST.
•• .•
• • • '•
•• • •
•
••
• •
• •
• • �•
1/4" Qt& TAPCONS BY 'ITW'
1 - 1/4" MIN. *000 PENETRATION
2 PER CUP (1 ON EACH *9NC,
J
201 WOOD SUCH
OR
WOOD STRUCTURE
FLOATING CUP
• ••
• • •
•1/4" OL• TAPCONS BY 'ITT/
1 -1/4" MIN. EMBED NM CONCRETE
• PER CUP•(1 ON EACH WING
• • •
•• •I•
••
•
•••
• • wpp • p • 102
• ' •41
• I •
• , 10AT1NG CLIP
Je
�r °-44101
ANCHORS TYPE 'A2'
•
1/4" DIA TAPCONS BY 'Ow'
1 -1/4" MIN. WOOD PENETRATION •
PER - 4
r
114 5145
2 PER ANGLE
1 -3/4" 0.C. MIN.
1/4" DIA. TAPCONS BY '12W
1 -1/4" MIN. EMBED INTO CONCRETE
1 mm PER ANG
i fr
114 SINS
2 PER ANGLE
1 -3/4" O.C. MM.
'f i
�I
u 8 2X2X 1/8'
ALUM ANGLE
T1
2 82X1/8"
ALUM ANGLE
1 - 3/4'
MIN.
EDGE GIST
1� MIN. � MIN.
1
prieri
3"
ALL CUPS TO Fri SNUG INTO TUBE MULLIONS.
1 TAPCONS MAT BE HEX OR FIAT HEAD.
1/4" DIA. TAPCONS 82 VW'
1 -1/4" MIN. WOOD PENETRATION
4 PER CUP (2 ON EACH WING
282 WOOD BUCK
oR
STRUCTURE
FLOATING CLIP
IBY
WOOD BUCK
FLOATING CUP
1/4" DIA. TAPCONS BT 'ITTY
1 -1/4" MIN. EMBED INTO CONCRETE
4 PER CUP (2 ON EACH RING
ANCHORS TYPE 'A4'
I/4" 014. TAPCONS 8Y '101/
1 -1/4" MIN. WOOD PENETRATION
2 PER
i � I
114 5145
2 PER ANGLE
1 -3/4" 0.0. MIN.
FOR 3" TUBE
2 -3/4" 0.C. MIN.
FOR ALL OTHER TUBES
114 5145
2 PER ANGLE
1 -3/4' O.C. MM.
FOR 1" TUBE
2 -3/4' 0.C. MIN.
FOR AU. OTHER TUBES
Emir: ARSHAO WAR
088
FLA. PE 1 38883
CAN. 3538
JUN d 4 ZUUS
1/4' DIA. TAPCONS BY 1TW'
1 -1/4' MM. EMBED INTO CONCRETE
2 PER ANA
1 2X 2X1 /8"
AWN ANGLE
M
282X1/8"
ALUM ANGLE
Ec7c;:z r.•t
n ,
•ilY1 MixiD
J.: 1••
1J�ifL�•,
fV1�
6
j
( droning no.
11495 -06A
eheat4of
•
• •
•
s
• •
• •
• •
•
•
•
1/4 018. TAPCONS BY 'ITW'
1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
1 -3/4" MIN. 2 PER CLIP (1 ON EACH WING
EDGE 01ST.
••••
• •
••••
• �( 4• TAPCONS er 'NW
x-1/4" MIN Fj/BED MASONRY BLOCKS
•1•'.''4 NA. 2 R CLIP (1 ON EACH WING
• •
• • •
• "• •
•
• •
•
• •
•
••••
•••
•
••
•••
1 B
• WOOD BUCK
••
NEGATING CUP
•
ANCHORS TYPE 'AA2'
1/4" OIA TAPCONS BY '11W'
1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
1 PER ANCL
/ 14 SUS
2 PER ANGLE
1 -3/4" 0.0. M1N.
1/4" 09l TAPCONS 8Y 'ITN
1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
1 PER AN. •
/14 SIAS
2 PER ANGLE
1 -3/4" 0.C. MN.
2 X 2 x I/8"
ALUM ANGLE
2 x 2 x 1/8"
ALUM ANGLE
1/4" OA. TAPCONS BY '11*F
1 -3/4" 1 -4/4" MIN. EMBED INTO MASONRY BLOCKS
I MIN. 4 PER CLIP (2 ON EACH WING
D DIST. 3"
- • MIN.
f
i ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS.I
TAPCONS WAY BE HEX OR FLAT HEAD.
18Y
WOOD BUCK
1/4" Dxl TAPCONS BY 'ITN'
1 -3 4' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
W/. 4 PER CLIP (2 ON EACH WING
EDGE DIV. 3"
l MIN.
• 1 " I •
MIN .1
FLOATING CLIP
ANCHORS TYPE 'AM'
1/4" 011,. TAPCONS BY VW'
1 -1/4" ION. EMBED INTO MASONRY BLOCKS
2 PER ANC
/14 5M5
2 PER ANGLE
1 -3/4" 0.C. MN.
FOR 3" TUBE
2 -3/4" O.C. MIN.
FOR ALL OTHER TUBES
1/4" DIA TAPCONS BY 'ITN'
1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
2 PER
114 SMS
2 PER ANGLE
1 -3/4" O.C. MIN.
FOR r TUBE
2 -3/4" 0.C. MN.
FCR ALL OTHER TUBES
Fry.: ARC 'WOAR
%A PE / 38883
cAK. 038
JUN 0 4 1.1109
2 X 2 X 1/8"
ALUM ANGLE
2 x 2 x 1 /8"
ALUM ANGLE
5
Y
tl
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s
•
s
l'tJL.
Crewing no.
1M95
(sheet 5 of 7 )
•
• •
•
••
• •
• •
• •
•
•
•
1/4' D1A. TAPCONS BY 'OW'
1 -1/4' MIN. EMBED INTO CONCRETE
1 -3/4' MIN. 2 PER CLIP (I ON EACH YANG
EDGE 01ST.
•
••••
• •
••••
• • • •
• • •
•
•• •
• • •
METAL%TRUCRIES
• ••
• • •
• •
•• ••
• •
(STEEL OR ALUM. 1/8' MIN. THICK)
g
LIFIPt7.43 KT5111N.••••••
• • ••••
1
•
FLOATING CUP
ANCHORS TYPE 'AAA2'
/14 SMS OR 1/4' TENS
2 PER CLIP
(1 ON EACH RANG)
ANCHORS TYPE 'B2'
1/4' 01A. TAPCONS BY 'ITW'
1 -1/4' MM. EMBED INTO CONCRETE
t PER ANCL
/14 SMS
2 PER ANGLE
1 -3/4' O.C. MN.
t
/14 5885
2 PER ANCLE
1 -3/4' O.C. YIN.
#14 SAIS OR
1 PER ANGLE 1/4' TEKS
2 K 2 1/8'
ALUM ANGLE
1/4' 010. TAPCONS 8y 'ITW'
I -3/4' 1 -1/4' MM. EMBED INTO CONCRETE
MIN. 4 PER CUP (2 ON EACH WING
EDGE D15T 3' /},'
• MIN. 1'
1; I •
a
METAL STRUCTURES
(STEEL OR ALUM. 1/8' MIN. THICK)
STEEL Fy - 36 8151 MIN.
ALUMINUM 8063 —T5 MIN.
ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS
TAPCONS MAY HE HEX OR FIAT HEAD.
ANCHORS TYPE 'AAA4'
FLOATING CUP
ANCHORS TYPE '84'
/14 5145 CR 1/4' TEKS
2 ON EACH WING)
1/4' 016. TAPCONS BY 'ITW'
1 -1/4' MIN. EMBED INTO CONCRETE -
2 PER ANG
/14 5885
2 PER ANGLE
1 -3/4' 04. MIN.
FOR 3' TUBE
2 -3/4' 0.C. MN.
FOR ALL OTHER TUBES
/14 5MS
2 PER ANGLE
1-3/4' 0.C. MIN.
FOR 3' 818E
2 -3/4' O.C. MN.
FOR ALL OTHER TUBES
3 SCREWS PER ANGLE
Engr. ARSNAO YAAUR
CIYd_
FLA. PE 138863
CA .N. 38
JI IN 4 AIN
PRODUCT REVIEW
mmp1y69WM ialtROMP
2 6 2 8 1/8'
ALUM ANGLE
/14 SMS OR 1/4' TEKS
2 PER ANGLE
2 X 2 5 1/8'
ALUM ANGLE
91
I M
Ili
if
f
0
c
o
ES
S
1
k �
I drowinq n0.
M95 -06A
sheet 6 of7
• •
• •
• • ••••
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE
CAULK JOINT AFTER ASSEMBLY
X14 SMS 0 1 -1/2' O.C. MIN.
2 PER CHANNEL (122 & 103 TUBES)
3 PER CHANNEL (124 & 224 TUBES)
4 PER CHANNEL (208 TUBE)
/14 SMS 0 1 -T /2" 0.. MIN.
2 PER CLIP on & 123 TUBES)
(— 3 PER CUP (124 & 204 TUBES)
/ 4 PER CUP (258 TUBE
THIS SCREW CAN BE
• INSTALLED IN EITHER
• DIRECTION
• • • • v dd
• • • •
• • • • • • 1 X 2" 2 1/8" (FOR 28Y TUBE)
• • •
•••• • • 3/4" 2 2' 1 1/8" FOR ( ALUM A
• • CUT TO FIT SNUG INSIDE TUBE
ANCHOR DETAIL #1
METAL TO META. CONNECTION
drawing no.
M95 -06A
(sheet 7 of 7