670 NE 97 St (2)•
MIAMI -DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
The expense of such testing will be incurred by the manufacturer.
Acceptance No. :99- 0301.03
Expires:03 /01/2002
Approved :05 /06/1999
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
IUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
1-10 WEST FLAGLER STREET, SUITE 1603
i91AA91, FLORIDA 33130. )563
(305)375 -29D3 FAX (305) 375 -2908
Security Windows & Doors CONTRACTOR LICENSING SECTION
5100 NW 72 Ave. (305) 375 -2527 FAX (305) 375 -2558
Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of (305) 375 -2902 FAX (305) 372 -6339
Series 7000 Aluminum .Awning Window (2 I3'ide)
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsiie or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
rancisco . Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Security Aluminum Windows. ACCEPTANCE No_: 99- 0301.03
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1_ SCOPE
1.1 This renews Notice of Acceptance No. 95-0929.25, which was issued on March 1, 1996. This
approves an aluminum awning window, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2_ PRODUCT DESCRIPTION
2.1 The Series 7000 Aluminum Awning Window (2 wide) and its components shall be constructed in
strict compliance with the following documents: Drawing No W99 - 11, titled " Series - 7000 •
Aluminum Awning Window," Sheets 1 through 4 of 4, dated February 24, 1999, signed and sealed
by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with
the Notice of Acceptance number and approval date by the Miami -Dade County Product Control
Division. These documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications, as shown approved drawings.
4. INSTALLATION
4.1 The aluminum awning window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5_ LABELING
5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and
following statement: "Miami - Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
2 of 3
MA f jnaa
March L 2002
ap,/,d
Manu: Perez., P.E. Product Co rol xaminer
Prod . t Co rol Division
Security Aluminum Windows.
ACCEPTANCE No.: 99- 030I.03
APPROVED MAY D 6 1999
EXPIRES : March I, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3_ Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the fling of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Manue Perez, P.E. Product C• Examiner
Produc o "6 Division
COMPARATIVE ANALYSIS CHART
e
AWNING TYPE WINDOW SERIES 7000
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
NUMBER OF
NUMBER OF
ANCHORS /JAMB
DSB- ANNEALED GLASS
3/16 " - ANNEALED GLASS
WIDTH
HEIGHT
VENTS
EXT.
INT.
EXT.
1NT.
19 - 1/8'
26 -1/2'
37'
26'
2
3
67.0
67.0
80.0
121.0
2
3
67.0
67.0
80.0
93.9
2
3
62.5
62.5
62.5
62.5
19 -1/8'
26 -1/2'
37'
38 -3/8'
3
4
67.0
67.0
80.0
121.0
3
4
67.0
67.0
80.0
91.8
3
4
60.9
60.9
60.9
60.9
19 -1/8'
26 -1/2'
37'
50 -5/8'
4
5
67.0
67.0
80.0
121.0
4
5
67.0
67.0
80.0
90.9
4
5
60.2
60.2
60.2
60.2
19 -1/8'
26 -1/2'
37'
63' -
5
6
67.0
67.0
80.0
121.0
5
6
67.0
67.13
80.0
90.3
5
6
59.8
59.8
59.8
59.8
19 -1/8'
26 -1/2'
37'
74 -1/4'
6
7
67.0
67.0
80.0
121.0
6
7
67.0
67.0
80.0
90.9
6
7
60.2
60.2
60.2
60.2
19 -1/8'
26 -1/2'
37'
7
8
67.0
67.0
80.0
114.5
86'
7
8
67.0
67.0
80.0
90.9
7
8
60.2
60.2
60.2
60.2
WINDOWS TO BE PROTECTED , firrH
DADE COUNTY APPROVED
IMPACT RESISTANT SHUTTERS
FEB 2 6 1999
AT HEAD /SILL CORNERS
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA_ PE 16557
6 1/2" MAX.
24 1/8" MAX.
TYP. AT HEAD /SILL
37"
WINDOW WIDTH
35 7/8"
VENT WIDTH
32 1/2"
D.L OPG.
TYPICAL ELEVATION
TESTED UNIT
SEE CHART FOR
NO. OF ANCHORS
PER JAMB
NOTES:
1. THIS STRUCTURE I5 DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
4. ALL STEEL IN CONTACT WMI ALUMINUM TO BE PLATED OR PAINTED.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA B LDING CODE
DAT
BY
PRODUCT COhT•OL DINS:ON
BUILDING CODE COMPLJANCE OFFICE
ACCEPTANCE N0.
0
0
z
w
a
0
3
J
0
0
0
r
E
07
m
0
N
0
1
0
O
D
0
0
`D
.0
0
0
•
•
N
0
e
0
3
a
Y
)
drowing no.
W99 -11
(she:.t 1 of 4
0
d
a
O
J
n d
IIt
L`J
3/16" TAPCONS
1 -1/4 MIN. EMBED INTO MASONRY
O 6 -1/2" FROM CORNERS
& 24 -1/8" O.C. MAX.
0
3/16" TAPCONS
1 -1/4" MIN: EMBED INTO MASONRY
0 6 -1/2' FROM CORNERS
f. 7.. 1 /o' r r. .IAv
3/16" TAPCONS
1 -1/4" MIN. WOOD PENETRATION
0 6 -1/2" FROM CORNERS
& 24 -1 /8" O.C. MAX.
L
1BY OR 7RY
WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TAPCONS AS MANUFACTURED BY ELCO.
OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT
NOTICE OF ACCEPTANCE.
SEALANTS:
FRAME AND VENT CORNERS SEALED WITH SEALANT.
Engr: OR. NUI.1AYa'JN FAROOQ
STRUCTURES
FLA_ PE 1 16557
C LLR 9 i 1000
ADHESIVE
BEDDING COMPOUND
DSB -ANN. GLASS
GLAZING DETAI>..
APPROVED AS COMPLYING WITH THE
SOUTH GRIM BUJ1.D1NG CODE
DAT
BY
PRODU . CO 01. DIV S'OI+
SWIM CODE COMPLIANCE OFFICE
ACCEPTANCE NO. Q -�— fl
z
U
zW
0°
F
�+ U
• 8
O g
p.,
0 N d-
U N
O
z,YjO
z ^
UacN °0-
in 0
3 1. 72 0
L� w (I)
z
1 u1
0 T)
d W N H
3
0
0
z_
3
Z
Q
0 . < N
G II N f )
O I I _ j
— L.
O • 0 0
LLI Q
0
w
cc
w
rn
1
0
0)
m
rn
O
v
w
✓
0
v
0
s c
r—,
0
0
0
1
0
a
a
u
drawing no.
W99 -11
#8 X 5/16" SHEET
METAL SCREW
1BY OR 2BY
WOOD BUCK
r
L_—
_#1/4-20 X .456
SHOULDER SCREW
3/16" TAPCONS
1 -1/4" MIN. EMBED INTO MASONRY
0 6 -1/2" FROM CORNERS
& 18 -1/4" O.C. MAX.
-qualtvomunii.nuttmat it (f
D.L OPG.
VENT WIDTH
WINDOW WIDTH
1/4' MAX.
SHIM e JAMBS
ITEM >f
1
2
3
4
5
6
7
8
9
10 SEG -66
11
12
13
14
15
16
37
18
PART #
SEG - 52F
SEG - 116
SEG -117A
SEG -88
SEG -209
SEG -118
SEG -516
SEG -9
SGH -1
SEG -67
SEG -428
QUANTITY
1
1 /VENT
1 /VENT
1
AS READ.
1 /VENT
2 /VENT
2 /VENT
2 /VENT
2
1 /JAHB
2 /VENT
1 /BAR
2
2
1
DESCRIPTION
FRAME HEAD
VENT TOP
BULB WEATHERSTRIPPING (.155 X .265)
FRAME HEAD WEATHERSTRIPPING (.150 X .200)
GLAZING BEAD
VENT BOTTOM
VENT HINGE
FRAME SILL
VENT JAMB
HINGE LINK
FRAME JAHB
SLIDE BAR
CAM LOCK
CONNECTING LINK ARM
CROSS SHAFT ARM
CROSS SHAFT BEARING
CROSS SHAFT
1 ROTO OPERATOR
MATERIAL
ALUM. (6063 -T5)
ALUM. (6063 -T5)
VINYL
VINYL
ROLL FORMED ALUM.
ALUM. (6063 -75)
ALUM. (6063 -T5)
ALUM. (6063 -T5)
ALUM. (6063 -T5)
ALUM. (6063 -T6)
ALUM. (6063 -T5)
ALUM. (6063 -T6)
AL U 1 1\1 U t�
ALUM. (6063 -T5)
L U rl I N Ut�
NYLON
ALUMINUI - 1
ZAMAK
MANF. /SUPPLIER /REW..ARKS
VIBORG DR EQUAL
VIBORG OR EQUAL
DECO OR EQUIV.
Engr DR. HUMAYOUN FAR000
STRUCTURES
F1.. PE 16557
APPROVED AS COMPLYING WITH THE
SOUTH ORWA 8U1 DING CODE
DA
8Y .0,47-M 2407,447.
PRODUt ! . 'OL DIVIS.ON
BU11DiNG CODE C0MPLiANCE OFFICE
ACCEPTANCE NO.
0
O
.
v
0
0
0
t
z
z U,
w
°
E-H U
.d
04 0
O
Q-t
O
U 5
w - 0
z hi °
c? Z m
p a r� — cit
D ti 0
Q 3:
F W 0
C�
- w -gl
(n
0
0
z
0
( 1
0
2
.0
drawing no.
W99 -11
a)
0
0
1.875
.905
FRAME HEAD
.062
TYP. II
1.030-J
VENT TOP
.968
r -- 1.375
1
.968
CEN I tR & TOP VENT BOTTOM
2.095
062
TYP.
.695
.968
1.687
1 — 1.375 --
.4 37
E - 1 .968
VENT CORNERS
STAKE JOINTS A}F 1 tR
COUPLING
VENT JAMB
Engr ()r�. Ift'MAYOUN FAROOQ
STRUCTURES
FLA. PE # 1f557
FEB 2 6 1999
FRAME CORNERS
APPROVED AS COMPLYING WITH THE
SOUTH FRORIDA B LDING CODE
DAT
BY
PRODUCT Cis '01 DIV.SON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANC? NO 43 0 ( • 03
JAMB
z
0
z`
o°
E
Pte•+ O
o Ir
a�
o cr)
r h
w •- o
z o
0 <<
• co CC 0.1
{Ya N 0
1 rn �
-c4 N N
N
c
0
N
I
N
0
0
O
x
drawing no.
W99 -11
sheet 4 of 4
0
0)
O
Ill
O
U
IO
C
0
(
'MIAMI -DADE
1 mis
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Windows & Doors
5100 NW 72 Ave.
Miami FL 33166
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0104.02
Expires:01 /02/2002
Approved: 02/05/1999
MIAMI -DADE COUNTY, FLORIDA
.METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
1-10 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION'
(305) 375 -2527 FAX (305) 375-2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375-2966 FAX (305) 375-2908
Your application for Product Approval of: PRODUCT CONTROL DIVISION
Aluminum Tube 1Mulliohs (non - reinforced (305) 375-2902 FAX (305) 372 -6339
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) udder the conditions specified herein_
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing_
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
ranci.sco . Quintana, R.A.
. Director
1 of 3 Miami -Dade County
Building Code Compliance Office
-v
Securit Windows & Doors
ACCEPTANCE No.: 99 -01 04.02
FEB J51999
APPROVED
EXPIRES January 2, 2002
NOTICE OF' ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996 11
approves an aluminum mullion without reinforcement, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in
strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ",
prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets l
through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings.
3_ LIMITATIONS
3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure
requirement for the opening in which it is to be installed.
4. INSTALLATION
4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict
compliance with the approved drawings.
4.2 This mullion can be installed as part of an impact resistant unit.
5. LABELING
5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion.
6.1.4 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
Man
Prod
1
Perez, P.E., Produ
ontrol Division
ontrol Examiner
Security Windows & Doors ACCEPTANCE No. 99- 0104.02
APPROVED
FEB 0 5 10.cq
EXPIRES 3anuan 2, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documents, including test- supporting data, engineering documents, are no older than eight
(8) years.
Any and all approved products shall be permanently labeled with the manufacturer's name, city, slate, and the
following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6. The Notice of Acceptance 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 Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1 through 3.
END OF THIS ACCEPTANCE
'.
Manuel (Perez, P.E., Product Co ,.1 Examiner
I
ProducLCeitfro1 Division
4.000
6.000
STEP 1
_STEP 2
.STEP 4
STEP 5
STEP 6
ED00
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS_
TYPICAL
WIND FRAME
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
DE i u� R .i1NE DESIGN LOAD REQUIRED PER ASCE 7 -88,
FOR PARTICULAR OPENING_
USE DADE COUNTY APPROVED GLAZING PRODULIS
1.4ta. NG ABOVE LOAD REQUJRD.1ENTS.
USE CONNECTION TO UUWON AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM SHIM SPACING.
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH
DE3i1CN RAT1NC UORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE
USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS
ON SH±..tl 2. SELECT ANCHOR TYPE wii}i DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
TYP I CAL
GLAZING PRODUCT
2000
1 X 2 X 1 /8
ALUM TUBE
3.000 —
1 X 3 X 1/16 X 1/8
ALUM TUBE
4110D
1 X 4 X 1/36 X 5/32
ALUM TUBE
1. 000
APPROVED AS COMPLYING KIN THE
SOUTH FLORIDA BUiLOING CODE
DA Sm. •t► — _ 1g 1 ct.
BY O..,
PRODUL CONTROL DWY!SWD
BUILDING CODE COIIiPL !AHCE OFFICE
ACCEPTANCF NO ?I =3 /\
PRODUCT REN
�`; 0 \ 9Lk -o-
ACCL�CF laQ
�t1 o? .ZoO
EXPI .,F i i0N DATE
> -2 /d �
PRODUCT c ,et T
B L`^ TDE 0 Lim?
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONL'
NOTES:
1. ALL GLAZING PRODUCTS U5ED. WfTH THESE MUWONS MUST
MEET THE AP PUCABIE DADE COUNTY REQUIREMENTS
La WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY
RESISTANCE. SAFEGUARDS ETC_
2. ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND
WALL COVERING (STUCCO. TILE ETC.)
3. ANY CONDmONS NOT COVERED IN 11-115 SUBMfTTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW_
4, ALL MUWONS TO BE ALLOY 8063 -T5.
N
CiNEER: HUwyOUN F/,R000
PE iS557
ti
tF10E
r
1
6
Ct
U
_J
O
0
L
L
U
u
(r
0
D
0
I.r)
N
crcw:ng no.
... 2
2 - x1/B - awl. war
1
iI lI I III I II
1 - x3 - ALR;i. TLSE
4 _ HD STE1 L SCIX3R
V
1111 UMW
kill ■ ■ ■ ■
Z I II 111
um ■■■■
11 111
1111111111111111111111111 _ \
- 2 /8 ALUM. TUBE $ Km
J ■■�1 ■ ■■ ■��■ ■ ►�■■
) 11111111111 NI le II
_ ■■■ ■ ■ ■�
' MIMI IN NMI
■IL ■ MEIN 11111
■ ■► v■ i■M 1111113 111111111111111=
��■ ■■�
7 1 • `{
y 1111111111111111111 MJ STE SCIX4R
11«1 5
11 111.111011
_I1
\
\ \ L 6 ' L i
\ \
` � .
1 \ N- 1 1� „-,„._i
o
1'8 .- - MINE
- 2_,_)„,a_ A.,_,. G IB E \ \ c,.:,
' IN t. I I 1 ,
� .
lifiln
111111E11M 11111111. II
1 '
J \ k \ 1 -t.„
v • 1
4 \ v i 2. ",,
--1,, -I-,
N '`;, '-
1 � I
N .
N , Da - r� � lam.
N
1
(;
- 2 /8 ALUM. TUBE $ Km
J ■■�1 ■ ■■ ■��■ ■ ►�■■
) 11111111111 NI le II
_ ■■■ ■ ■ ■�
' MIMI IN NMI
■IL ■ MEIN 11111
■ ■► v■ i■M 1111113 111111111111111=
��■ ■■�
7 1 • `{
y 1111111111111111111 MJ STE SCIX4R
11«1 5
11 111.111011
_I1
\
\ \ L 6 ' L i
\ \
` � .
1 \ N- 1 1� „-,„._i
o
1'8 .- - MINE
- 2_,_)„,a_ A.,_,. G IB E \ \ c,.:,
' IN t. I I 1 ,
� .
lifiln
111111E11M 11111111. II
1 '
J \ k \ 1 -t.„
v • 1
4 \ v i 2. ",,
--1,, -I-,
N '`;, '-
1 � I
N .
N , Da - r� � lam.
N
1
y 1111111111111111111 MJ STE SCIX4R
11«1 5
11 111.111011
_I1
\
\ \ L 6 ' L i
\ \
` � .
1 \ N- 1 1� „-,„._i
o
1'8 .- - MINE
- 2_,_)„,a_ A.,_,. G IB E \ \ c,.:,
' IN t. I I 1 ,
� .
lifiln
111111E11M 11111111. II
1 '
J \ k \ 1 -t.„
v • 1
4 \ v i 2. ",,
--1,, -I-,
N '`;, '-
1 � I
N .
N , Da - r� � lam.
N
1
(;
- 2_,_)„,a_ A.,_,. G IB E \ \ c,.:,
' IN t. I I 1 ,
� .
lifiln
111111E11M 11111111. II
1 '
J \ k \ 1 -t.„
v • 1
4 \ v i 2. ",,
--1,, -I-,
N '`;, '-
1 � I
N .
N , Da - r� � lam.
N
1
(;
5, 1 1 I 1 4Y�.,G.;S T:PE A
1
1 ”
3 1
l
I \ 1 1
A 1 • 11
1
\\ \ 1 11 1
1 \) \1 IN 1
NM IL
ILMS11.1. EMI i Ira_
-l` A NDC -R5 TY 8
4 111 mom I\ 1 >t> `, - .
ia■■■►u
1\ \ \1 a� \ -
1 d I \ J ■
WIIIIIIIIIIILIMMIIIII
IIiO■■`►�i7
.t
SIMMINIIIIIIII
in � MMIS
�.,un
mwavismamisais
Numennaluma
maismumal II
IIIIIMMIIIIIIIIIMI
IIIVAILISIMINII
■ ■ ■■ ■ .``SIB
y 1 \ 1 \ . \A \I �.l 1 12<I- 4- 1\,L -1
'1\1\ NN )\ I \I I \1`T I
\ \ \ \I\ \ 1 1 \ -\ 1\
\ \� 1 T I \ I. I ,
ii11
Ar .QR$ TYPL C
. .. �-,. .,..
GLAZING
PRODUCT 1.1] 'N T1
GLAZING GLAZING vc-
PRODUCT PRODUCT
MI II 1 trru rou
7 -
GLAZJNC GLAZING z
PRODUCT PRODUCT o
J
J
0
V1 } V2
0
0
0 tia..LION LOAD O-{ART
0
r)
28
30 48 58 63 78 80
T RIBvT ARY WIDTH - INCHES
ANCHORS
TYPE A.3, OR C
HORIZONTAL MULLION
TRIBUTARY WIDTH = 1 -{- W2
2
ac MJ i 1QN ARRANGEhENI
to
0
0
J
H
U)
0
0
r)
MU—LION LOAD CHART
28 30 48 58 68 78 8z
TRIBUTARY WIDTH - INCr -IES
ANCHORS
Ti E A8, OR C
r VERTICAL MULLION
TRIBUTARY WIDTH = Wi ± W2
2
0
0
0 0
2
r
0 0
.D
0
r,
t9
ry
0
0
• to
a
0
(r
O
Q m
O c
J
- 7
0
11 r
0
1,J
Om
r)
28
0
In
0
, 9
0
in
0
MULLION LOAD CHART
30 48 5D 68 78 88
TRIBUTARY WIDTH - -- INCHES
ANCHOR LOAD C TART
23 30 40 50 63 70 83
TRIBUTARY WIDTH - INCHES
APPROVED AS CO};PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
P'r,ODUC LO.'iTRIO:. DIVISION
BUILDING CODE C'?MPLIA.NCE OFFICE
ACCEPTANCE $O 1
0
0
0
t9
r)
0
0
0
0
28
MULLION LOAD C} - TART
3D 48 58 68 70 88
TRIBUTARY WIDTH - INC-ES
ANCHOR LOAD CHART
20
38 40
TRIBUTARY
• FOR ANCHO
0
0
O
- 7
0
J
0
H
0
0
0 0
.D
0
- w
0
r)
"1.
0
0
0
0
r)
0
0
r
5D 60 7D 80 28 3D aH
WIOT}i.koM1 .NO' Y IBJTARY
':kCCEPTANCE No. l tD t - ' P .
'EXTIRATION DAT 12 K - 0
D
0
0
r)
29
DROD`(.iCT CC ROL DitiisIO
L T
_ RT f I�N♦ -� COMPLIANCE. O-r fly
=may 1]i.
flPHON SEE SHE^
MULLION LOAD CHART
33 ' 4H 5H 68 70 ED
TRIBUTARY WIDTH - INCHES
ANC -OR LOAD 0-{ART
2 DI.
5D 6D 7D 8D
WIDTH - INC ES
NEE: HU1.t,(YDUN FAROOQ
PE / 16557
O
H
r••
•
0
0 0
C e
0
I r
v
0
- D
-l` A NDC -R5 TY 8
4 111 mom I\ 1 >t> `, - .
ia■■■►u
1\ \ \1 a� \ -
1 d I \ J ■
WIIIIIIIIIIILIMMIIIII
IIiO■■`►�i7
.t
SIMMINIIIIIIII
in � MMIS
�.,un
mwavismamisais
Numennaluma
maismumal II
IIIIIMMIIIIIIIIIMI
IIIVAILISIMINII
■ ■ ■■ ■ .``SIB
y 1 \ 1 \ . \A \I �.l 1 12<I- 4- 1\,L -1
'1\1\ NN )\ I \I I \1`T I
\ \ \ \I\ \ 1 1 \ -\ 1\
\ \� 1 T I \ I. I ,
ii11
Ar .QR$ TYPL C
. .. �-,. .,..
GLAZING
PRODUCT 1.1] 'N T1
GLAZING GLAZING vc-
PRODUCT PRODUCT
MI II 1 trru rou
7 -
GLAZJNC GLAZING z
PRODUCT PRODUCT o
J
J
0
V1 } V2
0
0
0 tia..LION LOAD O-{ART
0
r)
28
30 48 58 63 78 80
T RIBvT ARY WIDTH - INCHES
ANCHORS
TYPE A.3, OR C
HORIZONTAL MULLION
TRIBUTARY WIDTH = 1 -{- W2
2
ac MJ i 1QN ARRANGEhENI
to
0
0
J
H
U)
0
0
r)
MU—LION LOAD CHART
28 30 48 58 68 78 8z
TRIBUTARY WIDTH - INCr -IES
ANCHORS
Ti E A8, OR C
r VERTICAL MULLION
TRIBUTARY WIDTH = Wi ± W2
2
0
0
0 0
2
r
0 0
.D
0
r,
t9
ry
0
0
• to
a
0
(r
O
Q m
O c
J
- 7
0
11 r
0
1,J
Om
r)
28
0
In
0
, 9
0
in
0
MULLION LOAD CHART
30 48 5D 68 78 88
TRIBUTARY WIDTH - -- INCHES
ANCHOR LOAD C TART
23 30 40 50 63 70 83
TRIBUTARY WIDTH - INCHES
APPROVED AS CO};PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
P'r,ODUC LO.'iTRIO:. DIVISION
BUILDING CODE C'?MPLIA.NCE OFFICE
ACCEPTANCE $O 1
0
0
0
t9
r)
0
0
0
0
28
MULLION LOAD C} - TART
3D 48 58 68 70 88
TRIBUTARY WIDTH - INC-ES
ANCHOR LOAD CHART
20
38 40
TRIBUTARY
• FOR ANCHO
0
0
O
- 7
0
J
0
H
0
0
0 0
.D
0
- w
0
r)
"1.
0
0
0
0
r)
0
0
r
5D 60 7D 80 28 3D aH
WIOT}i.koM1 .NO' Y IBJTARY
':kCCEPTANCE No. l tD t - ' P .
'EXTIRATION DAT 12 K - 0
D
0
0
r)
29
DROD`(.iCT CC ROL DitiisIO
L T
_ RT f I�N♦ -� COMPLIANCE. O-r fly
=may 1]i.
flPHON SEE SHE^
MULLION LOAD CHART
33 ' 4H 5H 68 70 ED
TRIBUTARY WIDTH - INCHES
ANC -OR LOAD 0-{ART
2 DI.
5D 6D 7D 8D
WIDTH - INC ES
NEE: HU1.t,(YDUN FAROOQ
PE / 16557
O
H
r••
•
0
0 0
C e
0
I r
v
0
- D
y 1 \ 1 \ . \A \I �.l 1 12<I- 4- 1\,L -1
'1\1\ NN )\ I \I I \1`T I
\ \ \ \I\ \ 1 1 \ -\ 1\
\ \� 1 T I \ I. I ,
ii11
Ar .QR$ TYPL C
. .. �-,. .,..
GLAZING
PRODUCT 1.1] 'N T1
GLAZING GLAZING vc-
PRODUCT PRODUCT
MI II 1 trru rou
7 -
GLAZJNC GLAZING z
PRODUCT PRODUCT o
J
J
0
V1 } V2
0
0
0 tia..LION LOAD O-{ART
0
r)
28
30 48 58 63 78 80
T RIBvT ARY WIDTH - INCHES
ANCHORS
TYPE A.3, OR C
HORIZONTAL MULLION
TRIBUTARY WIDTH = 1 -{- W2
2
ac MJ i 1QN ARRANGEhENI
to
0
0
J
H
U)
0
0
r)
MU—LION LOAD CHART
28 30 48 58 68 78 8z
TRIBUTARY WIDTH - INCr -IES
ANCHORS
Ti E A8, OR C
r VERTICAL MULLION
TRIBUTARY WIDTH = Wi ± W2
2
0
0
0 0
2
r
0 0
.D
0
r,
t9
ry
0
0
• to
a
0
(r
O
Q m
O c
J
- 7
0
11 r
0
1,J
Om
r)
28
0
In
0
, 9
0
in
0
MULLION LOAD CHART
30 48 5D 68 78 88
TRIBUTARY WIDTH - -- INCHES
ANCHOR LOAD C TART
23 30 40 50 63 70 83
TRIBUTARY WIDTH - INCHES
APPROVED AS CO};PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
P'r,ODUC LO.'iTRIO:. DIVISION
BUILDING CODE C'?MPLIA.NCE OFFICE
ACCEPTANCE $O 1
0
0
0
t9
r)
0
0
0
0
28
MULLION LOAD C} - TART
3D 48 58 68 70 88
TRIBUTARY WIDTH - INC-ES
ANCHOR LOAD CHART
20
38 40
TRIBUTARY
• FOR ANCHO
0
0
O
- 7
0
J
0
H
0
0
0 0
.D
0
- w
0
r)
"1.
0
0
0
0
r)
0
0
r
5D 60 7D 80 28 3D aH
WIOT}i.koM1 .NO' Y IBJTARY
':kCCEPTANCE No. l tD t - ' P .
'EXTIRATION DAT 12 K - 0
D
0
0
r)
29
DROD`(.iCT CC ROL DitiisIO
L T
_ RT f I�N♦ -� COMPLIANCE. O-r fly
=may 1]i.
flPHON SEE SHE^
MULLION LOAD CHART
33 ' 4H 5H 68 70 ED
TRIBUTARY WIDTH - INCHES
ANC -OR LOAD 0-{ART
2 DI.
5D 6D 7D 8D
WIDTH - INC ES
NEE: HU1.t,(YDUN FAROOQ
PE / 16557
O
H
r••
•
0
0 0
C e
0
I r
v
0
- D
GLAZING
PRODUCT 1.1] 'N T1
GLAZING GLAZING vc-
PRODUCT PRODUCT
MI II 1 trru rou
7 -
GLAZJNC GLAZING z
PRODUCT PRODUCT o
J
J
0
V1 } V2
0
0
0 tia..LION LOAD O-{ART
0
r)
28
30 48 58 63 78 80
T RIBvT ARY WIDTH - INCHES
ANCHORS
TYPE A.3, OR C
HORIZONTAL MULLION
TRIBUTARY WIDTH = 1 -{- W2
2
ac MJ i 1QN ARRANGEhENI
to
0
0
J
H
U)
0
0
r)
MU—LION LOAD CHART
28 30 48 58 68 78 8z
TRIBUTARY WIDTH - INCr -IES
ANCHORS
Ti E A8, OR C
r VERTICAL MULLION
TRIBUTARY WIDTH = Wi ± W2
2
0
0
0 0
2
r
0 0
.D
0
r,
t9
ry
0
0
• to
a
0
(r
O
Q m
O c
J
- 7
0
11 r
0
1,J
Om
r)
28
0
In
0
, 9
0
in
0
MULLION LOAD CHART
30 48 5D 68 78 88
TRIBUTARY WIDTH - -- INCHES
ANCHOR LOAD C TART
23 30 40 50 63 70 83
TRIBUTARY WIDTH - INCHES
APPROVED AS CO};PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
P'r,ODUC LO.'iTRIO:. DIVISION
BUILDING CODE C'?MPLIA.NCE OFFICE
ACCEPTANCE $O 1
0
0
0
t9
r)
0
0
0
0
28
MULLION LOAD C} - TART
3D 48 58 68 70 88
TRIBUTARY WIDTH - INC-ES
ANCHOR LOAD CHART
20
38 40
TRIBUTARY
• FOR ANCHO
0
0
O
- 7
0
J
0
H
0
0
0 0
.D
0
- w
0
r)
"1.
0
0
0
0
r)
0
0
r
5D 60 7D 80 28 3D aH
WIOT}i.koM1 .NO' Y IBJTARY
':kCCEPTANCE No. l tD t - ' P .
'EXTIRATION DAT 12 K - 0
D
0
0
r)
29
DROD`(.iCT CC ROL DitiisIO
L T
_ RT f I�N♦ -� COMPLIANCE. O-r fly
=may 1]i.
flPHON SEE SHE^
MULLION LOAD CHART
33 ' 4H 5H 68 70 ED
TRIBUTARY WIDTH - INCHES
ANC -OR LOAD 0-{ART
2 DI.
5D 6D 7D 8D
WIDTH - INC ES
NEE: HU1.t,(YDUN FAROOQ
PE / 16557
O
H
r••
•
0
0 0
C e
0
I r
v
0
- D
7 -
GLAZJNC GLAZING z
PRODUCT PRODUCT o
J
J
0
V1 } V2
0
0
0 tia..LION LOAD O-{ART
0
r)
28
30 48 58 63 78 80
T RIBvT ARY WIDTH - INCHES
ANCHORS
TYPE A.3, OR C
HORIZONTAL MULLION
TRIBUTARY WIDTH = 1 -{- W2
2
ac MJ i 1QN ARRANGEhENI
to
0
0
J
H
U)
0
0
r)
MU—LION LOAD CHART
28 30 48 58 68 78 8z
TRIBUTARY WIDTH - INCr -IES
ANCHORS
Ti E A8, OR C
r VERTICAL MULLION
TRIBUTARY WIDTH = Wi ± W2
2
0
0
0 0
2
r
0 0
.D
0
r,
t9
ry
0
0
• to
a
0
(r
O
Q m
O c
J
- 7
0
11 r
0
1,J
Om
r)
28
0
In
0
, 9
0
in
0
MULLION LOAD CHART
30 48 5D 68 78 88
TRIBUTARY WIDTH - -- INCHES
ANCHOR LOAD C TART
23 30 40 50 63 70 83
TRIBUTARY WIDTH - INCHES
APPROVED AS CO};PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
P'r,ODUC LO.'iTRIO:. DIVISION
BUILDING CODE C'?MPLIA.NCE OFFICE
ACCEPTANCE $O 1
0
0
0
t9
r)
0
0
0
0
28
MULLION LOAD C} - TART
3D 48 58 68 70 88
TRIBUTARY WIDTH - INC-ES
ANCHOR LOAD CHART
20
38 40
TRIBUTARY
• FOR ANCHO
0
0
O
- 7
0
J
0
H
0
0
0 0
.D
0
- w
0
r)
"1.
0
0
0
0
r)
0
0
r
5D 60 7D 80 28 3D aH
WIOT}i.koM1 .NO' Y IBJTARY
':kCCEPTANCE No. l tD t - ' P .
'EXTIRATION DAT 12 K - 0
D
0
0
r)
29
DROD`(.iCT CC ROL DitiisIO
L T
_ RT f I�N♦ -� COMPLIANCE. O-r fly
=may 1]i.
flPHON SEE SHE^
MULLION LOAD CHART
33 ' 4H 5H 68 70 ED
TRIBUTARY WIDTH - INCHES
ANC -OR LOAD 0-{ART
2 DI.
5D 6D 7D 8D
WIDTH - INC ES
NEE: HU1.t,(YDUN FAROOQ
PE / 16557
O
H
r••
•
0
0 0
C e
0
I r
v
0
- D
0
0
0 tia..LION LOAD O-{ART
0
r)
28
30 48 58 63 78 80
T RIBvT ARY WIDTH - INCHES
ANCHORS
TYPE A.3, OR C
HORIZONTAL MULLION
TRIBUTARY WIDTH = 1 -{- W2
2
ac MJ i 1QN ARRANGEhENI
to
0
0
J
H
U)
0
0
r)
MU—LION LOAD CHART
28 30 48 58 68 78 8z
TRIBUTARY WIDTH - INCr -IES
ANCHORS
Ti E A8, OR C
r VERTICAL MULLION
TRIBUTARY WIDTH = Wi ± W2
2
0
0
0 0
2
r
0 0
.D
0
r,
t9
ry
0
0
• to
a
0
(r
O
Q m
O c
J
- 7
0
11 r
0
1,J
Om
r)
28
0
In
0
, 9
0
in
0
MULLION LOAD CHART
30 48 5D 68 78 88
TRIBUTARY WIDTH - -- INCHES
ANCHOR LOAD C TART
23 30 40 50 63 70 83
TRIBUTARY WIDTH - INCHES
APPROVED AS CO};PLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
P'r,ODUC LO.'iTRIO:. DIVISION
BUILDING CODE C'?MPLIA.NCE OFFICE
ACCEPTANCE $O 1
0
0
0
t9
r)
0
0
0
0
28
MULLION LOAD C} - TART
3D 48 58 68 70 88
TRIBUTARY WIDTH - INC-ES
ANCHOR LOAD CHART
20
38 40
TRIBUTARY
• FOR ANCHO
0
0
O
- 7
0
J
0
H
0
0
0 0
.D
0
- w
0
r)
"1.
0
0
0
0
r)
0
0
r
5D 60 7D 80 28 3D aH
WIOT}i.koM1 .NO' Y IBJTARY
':kCCEPTANCE No. l tD t - ' P .
'EXTIRATION DAT 12 K - 0
D
0
0
r)
29
DROD`(.iCT CC ROL DitiisIO
L T
_ RT f I�N♦ -� COMPLIANCE. O-r fly
=may 1]i.
flPHON SEE SHE^
MULLION LOAD CHART
33 ' 4H 5H 68 70 ED
TRIBUTARY WIDTH - INCHES
ANC -OR LOAD 0-{ART
2 DI.
5D 6D 7D 8D
WIDTH - INC ES
NEE: HU1.t,(YDUN FAROOQ
PE / 16557
O
H
r••
•
0
0 0
C e
0
I r
v
0
- D
2_000
YIN
2 X 2 X 1/8"
ALMA. ANGLE
1509
IAN
2 X 2 X 1/8`
ALUM ANGLE
14 S.M.S.
2/ ANGLE
MUWON
- MULLION
1
MULLION
2 X 2 X 1/8
ALU1.4 ANGLE
2 -5f3" LONG
T
G •
P REGL,s 'CONC.
1
--1500
MIN
• J,,.J:w I . A
E.0 00
-3
Z7
L f 14 5_MS-
1 -1/4 MIN. EMBED INTO WOOD
1/ ANGLE
z -
f 14 S.M.S.
2/ AGE
PRECAST Slit
CONC.
- t 1.
3/15 D+&. TAP CON
1
1/2 1.41 ti_ B4BE D
1/ ANG
2,000
uIN
2 X 2 X 1/8"
ALUM ANGLE
14 5.M-S.
2/ ANGLE
-- - -�- -_
-MUWON
- MULLION
2 X 2 X 1 /8"
ALUM ANGLE
2 -5/3" LDNG
10
-3
^-1500
>.i1N
ANCHORS TYPE 'B'
4 -
I 14 S_M.S.
1-1/2 MIN_ EMBER INTO WOOD
2/ ANGLE
2.000
win
---1 —.125 YYP
MULLION CLIP (QT. To »cLE:s.)
T1•:'S CUP TO c 01,T 1NSiDE MUL? SON
(No SDE , "Ac E} E. P 'QD.)
1,iULUON
3.000 -'-
IAN
15 14 5.M.5.
3/ ANGLE
- J4UWON
- r
ANCHORS TYPE 'C'
2X 2X 1/8
ALUM ANGLE
O
2 X 2 X 1/8"
r'.LUM ANGLE -
3-5/8` LONG
1.500—
DAT
I •-
• 3 .
_
.. L1
CONCRETE OR
CONC. FILLED BLOCKS
NOTCH WOOD BUCK
TO ACCOMODATE CUP ANGLES
TO 1?.PSONP,Y
BULL
APPROVED AS COMPLYING Y,RTH THE
SOUTH FLORIDA EU;LDING CODE
936
BY
PRODUCTOh ROL JW S:ON
BUILDING CODE COMPLIANCE CUHCE
ACCEF;ANCE FG. 93 i �I
1/4" 15 TAP CON
- 1 -1/4` MIN. EMBED
2/ ANGLE
3.000
uw
PRODUCT RENEWED
ACCEPT ..NCE No. c k - D1 Ou 0 Z -
EXPIRATION DAT ET -2-
\
By I /.rte. - _ X 4 9 =
P • •DUCT CONTROL DIVIS a
o eDE COMPLIANCE -
WOOD BUCKS NOT BY SECURITY ALUM. Mt1ST
SUSTAIN WAILS IMPOSED,
C1NE B 1-Mu,YOUN PROOQ
PE f 16557
tL 9 !JJ
C
01 3
tri
0
G -
y 6
J C
'l�l ,!..),1)1
_,
i
o cwir:c rc.
PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY
MIAMI SHORES (OWNER TO RETAIN COPY) MIAMI SHORES.
FLORIDA 33138
ate JAN. 2, 158 Address 670 N.E 97 ST. MIAMI SHORES Tax Folioit° 3A0‘ —1 941 - /63a
egal Description JQ ltv■ / % y Master Permit #
wner / Lessee / Tenant L,/-11\1 qw /1AK f /3 &i8LcK
// nn II cc ,� J
tJ.G. ?7 ili . MAKI Slioas Phone
wner's Address
Dntracting Co. SECURITY WINDOWS
.:alifier SEYMOUR GOTHELF SSI➢ Phone 591 -8990
tate i
CBC 9454
chitect /Engineer Address
'nding Company Address
Jrtgagor Address
=rmit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN
ORK DESCRIPTION REPLACING 5 ATW WITH 5 ATW IN EXISTING OPENINGS. NO STRUCTURAL
CHANGES.
;ware Ft.' 72:83
\RNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU
'TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
:CORDING YOUR NOTICE OF COMMENCEMENT).
placation is hereby made to obtain a permit to do work and installation as indicated above, and
the attached addendum (if applicable). I certify that all work Will be performed to meet the
andards of All laws regulating construction in this Jurisdiction. I understand that separate
rmits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work.
NER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work
11 be done in compliance with all applicable laws regulating construction and zoning.
rthermore, I authorize the -named contractor too the w stated.
naueof.
te:
wner and /or, "condo P esident
DECEMBER. 30' , 1
Eugene" Tuero
-ary as tc) Owncr and/id-TA CSRIRIPAIRHA
Commission Expires: NY COPIISSION EXP JULY 27,1995
* tic * BONDED WRU GENERl4* INS. UND*
tMIT FEE: APPROVED: Fire
•
Zoning
Mechanical
Address 5100 -N.W .72 AVE:MIAMI, FLA 33166
Competency Ins. Co.
Building
Plumbing
Sig
Dat
Estimated Cost 869.00
I2- /3D
54- Cak.
SgyMOT?R GOTHELF(CBC9454
ature •f Contractor or O.' er- Builder
CEMBER 30 , : 1 91
Eugene T'uero fry
Notary .as to Contrac �rN m1 , 6 G1 SAIL. - u 1d UM MA
My . Commission Expires: MY CONMISS:ON EXP JULY 27,1995
�t 1k` 7k * BONDED * RU GENEr*. INS, W*.
Other
1 I Electrical
+ C.
Engineering
Owners Address LQ 10 1U G c 1 Sf
Contracting Co.
Square Ft.
!** 4c, r, Lu R Aa L
Sips of owner and/or Condo President
No Owner and/Q ondo President
My Commission : pires. OFFICIAL NOTARY SEAL
JOSEPH DAVITZ
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. 0328525
COMMISSION EXP. APR. 21
APPROVED:
Zoning
Mechanical
Date
IL
T VAL64,07
FEES: PERMIT 0 e RADON C.C.F.
/6,0° ) 0 / Mg 4-
PERMIT APPLICATION FOR MIA I SHORES VILLAGE
Job Address �( 10 E, (41.5+ Tax Folio / 3 a ( I I) / 6"
Legal Description Historically Designat Yes No
M
Owner/Lessee / Tenant 0 to \` D t C
Address
Air Permit #-
Phone - '3L) 5 7 51-1 - Lo Q u ti •
Qualifier 1Y10, a \ L SS# Phone ' J O 5' 513-3
State # cc0I 1( oo 3 19 Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION (.\ c 1,1 Ai 9 L S S�u��a 1� S
Estimated Cost (value) 14 o(® .co
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I 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. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of Contractofor Owner- Builder Date
NotazfasIo Contractor o er- Builder
My Coihmissiq)j tFes:NO 'At?'Y
JOSEPH UAVTfZ
NO'T'ARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC828525
MYCOMMISSION EXP. APR. 21,2003
NOTARY --'-"" BOND
TOTAL DUE I k 1
Date
g
fi
, ..„.J1-----"---..-0' Electrical
Building
°&)
Plumbing Structural Engineer
Name
Address
Company
Phone #
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 3°'0l,! ; e0t Time
Type Insp'n � liri Ldmigi L 544:17A4
!�
Permit No. P 0/-117
670 ift/€ fr7 57
&:g f&z 0,;2a.4
303 - s7 2 - 3.3 9?
For Inspector:3 � 2
/ c. Nam
f7
Approved
Correction
Re- Insp'n Fee ❑