GLASS DOOR PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date (i °A (/qS Job Address 1 1 29 N . E .
92 nd ST.
Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant 0 _,,..1 ju 3-st_ Master Permit # 23c) 1
Owner'sAddress 1 1 29 N.E. 92 nd STREET MIAMI — SHORES, FL.Phone 305/ 754-1894
Contracting Co. - ettfiRSE " K' EA& nu.) ►J 511
Square Ft Estimated Cost (value)
Address 1/290,3 9zir1 A7
4
Qualifier SS# Phone 305 /
State # 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 X S sN 6j � L co Sz___
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 owner andlior Condo President Date
Notary as to Owner and/or Condo President Date
My Commission Expires:
PERMIT L/ D • RADON
APPROVED:
Zoning
Mechanical Plumbing
Sigua e-of Gentraetor or Owner - Builder Date
aa9
6� 08/ a 'I"
otary as to Contractor or Owner- Builder Date
My or,rissign c L NOTARY SEAL
f <� SANDRA M MONTIEL
#( * COMMISSION NUMBER
.t` Q CC401261
tt• cp MY COMMISSION , EXP.
t AUG. 17 1998
c0 NOTARY
TOTAL DUE it
9 23
Buil Electrical
Engineering
•
•
8,' : 0,
ex c.' cc
Ilzio e 17
PRODUCT CONTROL NOTICE OF ACCEPTANCE
T.M Building Products, Ltd.
601 V.W. 12th Avenue
Pompano Beach. FL. 33061
Your application for Product Approval of Series: "350" Aluminum Sliding Gass Door (SGD -HC50)
under Chapter 3 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted
by Miami Testing Laboratory. Inc. Report No: MTL -14969 by John C. Olson. P.E. dated: August
1991 has been recommended for acceptance by the Building Code Compliance ofEce to be used in Dade
County, Florida under the Specific Conditions set forth on pages : and .a and the Standard C :editions
on page 3.
•
EXPIRES . Aug. 30. 1995 Gii Diamond, P.t
Product Control Division
Suce:visor
ACCEPTANCE No.: 93 -05 1
APPROVED : 1 'JU[ 3 1 1993
" PLEASE NOTE xx
(. 5
� _r.iarl to: Araus Tom
METROPOUTAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPUANCE DEPARTMENT
SUITE 1603
METRO-DADE FLAMER BUILDING
140 WEST FLAGLEP STREET
MIAMI. FLORIDA 33130-1563
(305: 375.2901
FAX (305: 17�•2?08
THIS IS THE COVERSHEET. SEE .ADDITIONAL PAGES FOR SPECLFIC .AND GENERAL
CONDITIONS
BUILDING CODE COM1•II 1 11:E
This application for Product Approval has been reviewed by the Metropolitan Dade County 3::.idin_g
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Charles Danger, P.E. 1
Director
Building Code Compliance Deg :.
Metropolitan Dade County
•
•
METRODADE:
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, test reports, no older than ten (10) years, have been re- evaluated.
• provisions shall be grounds for re- evaluation.
METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE F AGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 331304563
(305) 375.2
FAX (305) 375 -2908
All reports of re- testing shall bear the seal, signature and date of an engineer reg++stered in
the State of Florida.
Any revision or change in the materials, use, or manufacurre of the product or process
shall automatically be cause for termination, unless prior approval is granted for revisions
or change.
3. Any unsatisfactory performance of this product or process or a change in Code
4. This Acceptance shall not be used as an endorsement of any product for sales or
advertising purposes.
5. The Notice of Acceptance number preceded by the words "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.
6. Product approval drawings, along with this Notice of Acceptance, where required for
permit applications, shall be provided to the applicant by the manufacturer or his
distributors; unless otherwise noted in the Notice of Acceptance. The prints need not be
re- sealed by an engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approyai.
-3-
Supervisor
P it Diamond, P. E.
roduct Control Division
•
•
T.M. Building Products. Ltd.
DESCRIPTION OF UNIT
MODEL DESIGNATION:
Series "350"
Aluminum Sliding Glass Door
OVERALL SIZE
NOTICE OF ACCEPTANCE:
ACCEPTANCE No. : 93-0524.1
APPROVED : I Jill 3 1 1983
EXPIRES : August 30, 1995
SPECIFIC CONDITIONS
ASSIGNED ACCEPTANCE MARKINGS
ANSI/AAMA 101 -88 (SGD -HC60)
AAMA 1303.5 -76 (F.E.R.)
Dade County Approval g 93- 0524.1
Expires: August 30, 1995
Approved for installation up to 150 ft. above 3ade.
15' 9 3/4" by 9' 0" high
CONFIGURATION: OXXO CAUTION: Elevation must be reduced in
the coastal construction zone.
NO. & SIZE OF PANELS : Four on two tracks, two center panel moving on exterior track (OXXO ):
from the left 48 1/2" by 106" high; 48 1/4" by 106" high; 48 1/4" by 106" high; 47 3/4" by 106" high.
WEAT HERSTRIPPING:
Double pile with integral plastic fin in each frame jamb, female astragal stile, OX0 stile, each top and
bottom rail. Single pile with integral plastic fin in each interlock stile. Urethane foam in each end of
each large hollow stile. Open cell foam pad at top and bottom of each astragal stile OXO, stile and right
fixed panel interlock stile sealed to frame sill with silicone. The jamb stile of left fixed panel sealed to
frame jamb on the interior with silicone.
OPERATORS & LOCATIONS:
Adjustable plastic tandem wheels in each end of each moving panel bottom rail. Flush mount dual
metallic latch at each moving panel lock stile. Required for Forced Entry test onh', one 3/16" diameter
stainless steel security lock" pin installed through the interior of interlock stile, into the exterior interlock_
52" from the bottom.
GLAZING MATERIAL: 3/16" tempered glass
GLAZING METHOD: Channel 2.1azed using a flexible channel vinyl glazing bead.
WEEPHOLES: One 1/4" by 5/32" drain hole in the two exterior panel retainer flanges in sill at
OXO stile. Each end of each panel retainer flange in sill is bent to form a 1/4" opening for weepage
and/or drainage.
MUNTINS: None
-2-
Cnl Diamon•, P.E.
Product Control
Supervisor
;: : %< .:yl. $uihaIn4 Products Ltd. A( LLYI "AID No.: 93 -0524.1
. , :.
APPROVED : 1'.1(3 1 1993
lor
S : August 30. 1995
f'
NOTICE OF ACCEPTANCE : SPECIFIC CONDITIONS
• REINFORCEMENT: One 1/4" by 3" by 101 1/2" long steel tube bar in OX0 stile. One 1 1/2" by 1
1/2" by 3/16" by 101 1/2" long steel tube and one 1' by 1" by 1/8" by 101 1/2" long steel tube inside
the 1 1/2 " tube, in each interlock stile. One 1 1/2" by 2 1/2" by 1 1/2" by 1/8" by 101 1/2" long, roll
formed steel channel in the female astragal stile.
ADDITIONAL DESCRIPTION: 2 1/2" high overall interior sill flange. Frame sill mounted on top and
sealed to a 4" by 6" by 189 3/4" test buck aluminum tube. Each fixed panel anchored to frame using one
1 1/2" by 1 1/2" by 1 1/2" by 2" aluminum angle at bottom of right panel interlock stile and left panel
OX0 stile, each secured with two No 10 by 1" screws into stile and one into frame sill. One 7/8" by
3/4" by 1 1/2" by 1/8" aluminum angle at top of OX0 stile and one 1" by 2" by 1 3/8" by 1/8" angle at
top of interlock stile, each secured with two No. 10 by 3/4" screws into frame head and one into stile.
TESTS:
INTERIOR WIND LOAD: 91.0 PSF
• EXTERIOR WL DLOAD: 91.0 PSF
WATER RESISTANCE : 9.10 PSF
• AIR INFILTRATION : 0.35 CFM/FT
•
FORCED ENTRY : M.T.L. -14969
- 2a-
SCREWS AND METHOD OF ATTACELMENT
SILL : 26 - # 12 x 3/4" F.H. S.M.S.
(Double Row)
HEADER: 6 - g 10 x 1" R.H. S.M.S.
(Double Row)
JAMBS : 18- #10x1" R.H.
( Double Row )
NOTE: Please see Note g 11. page 3
APPROVED FOR ELEVATIONS UP TO: 150 FT. Above Existing Grade valid until DeceWber 31
1993 when a design pressure rating of 60.6 o.s.f . shall au.ly
This product must be re- evaluated for structural adequacy when installed within the Coastal
Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building
Code.
Cnl Diamond, P.
Product Control Divi ion
Supervisor
!IN
BUILDING
J PRODUCTS, Ltd
601 NORT HW EST 12
-
WHITE ORDER ENTRY
Broward Palm Beach Dade Fax
(305) 781 -4430 (407) 737-4466 (306) 949-3128 (305) 783 -2439
AVENUE, POMPANO BEACH, FL 33069
YELLOW: CUSTOMER
ESTIMATE
PINK: RILI.ING
GOLDENROD: SALESMAN
DATE/ • 2 7 9 I
(
CUSTOMS
F Ril...) GO is ccou MYY
JOB NAME
CONTACT
ADDRESS
1129 N c 12 N h Styse 7-
ADDRESS
CITY STATE ZIP PHONE
CITY STATE ZIP PHONE
P O. NUMBER
REQUEST DELIVERY FRAME 8 WINDOW,PANELS , SCREENS
t
SALESMAN
LEGAL DESCRIPTIONS
SPECIAL SHIPPING INSTRUCTIONS
SHIP VIA
QUANTITY
TYPE
SIZE
FINISH
GLASS
UNIT COST
TOTALS
i
� 5-1D
w L ET ►+ 11 Vi/tErctiAT TO
b5 41T
3 i'i
T 2 f
-
INSTRUCTIONS:
NOTE:
1. Materials will be invoiced upon shipment from this company's warehouse of frames and/or glass Delivery
and /or installation of screening may be withheld for convenience of customer, but this shall in no way affect
date of invoice or amount due.
2. In the event that amount herein shown is not paid when due, interest at highest legal rate per annum shall
accumulate on total amount remaining due. All costs of collection shall be paid by the customer including
reasonable attomey's fees.
AMOUNT
‘ l 0
60
SALES TAX
Y /
`� )
PACKAGING
CRATING
3. Title of materials delivered and/or installed pursuant to this order shall remain in the
name of T.M. Building Products, Ltd. until same is paid in full, and the purchaser
waives all right to Homestead and other exemption under state law applicable. T.M.
Building Products, Ltd. shall not be responsible for delay in delivery resulting from
strikes, labor difficulties, fire or other casualty, or any causes whatsoever beyond its
control. Prices subject to change without notice
4. Not valid unless prices checked and initialed by sales manager.
CUSTOMER:
Sales Dept.
Date
TOTAL
�1 Q / /,,
l a / �/
/ ....---..•
DEPOSIT
Credit Dept.
Date
BALANCE DUE
7Q f #4/2
J
TERMS
!IN
BUILDING
J PRODUCTS, Ltd
601 NORT HW EST 12
-
WHITE ORDER ENTRY
Broward Palm Beach Dade Fax
(305) 781 -4430 (407) 737-4466 (306) 949-3128 (305) 783 -2439
AVENUE, POMPANO BEACH, FL 33069
YELLOW: CUSTOMER
ESTIMATE
PINK: RILI.ING
GOLDENROD: SALESMAN
Zone
Pd
psf
STP
psf
WTP
psf
Interior
-47.9
-71.8
6.77
Edge
-61.5
-92.3
6.77
May 22, 1995
Engineering Review for
Laura Courty
1129 N E 92nd Street
Miami Shores, Fl 33135
Subject: Dade County Product Approval 93- 0524.01, Series 350 Sliding Glass Door.
Evaluation calculations as per ASCE document 7, 1988, section 6.
1. CODE REVIEW
Project: Single family residence
Lot 25 Block 2 Bay Lure
1129 NE 92nd Street
Miami Shores, Florida
One story building.
Height: <15'
Width: 52' -8 "'
Depth: 34' -10 "'
Location: Dade County, Florida.
Applicable code is South Florida Building Code, 1994 Edition.
Reference: Attachment 1, "ASCE 7 -88 Design Wind Pressures"
for buildings with mean roof height Tess than 60 feet.
Elevation = 15' MRH
Width of edge strips "a"
The smaller of
(1) 10% of 34.83' = 3.48'
(2) 40% of 15' = 6.00'
But not Tess than
(1) 4% of 34.83' = 1.39'
(2) Minimum = 3.00'
:. Width of edge strip, "a" = 3.48'
Door is within the interior zone.
T M Window and Door Company
601 NW 12th Avenue
Pompano Beach, Florida 33069
Ms Laura Courty T M Window & Door Company
2. PRODUCT REVIEW
Series 350 Sliding Glass Door
99 1/16" x 80 ", OX door.
Reference: Attachment 2, Series 350 Sliding Glass Door Comparative Analysis .
99 1/16" x 80" door is satisfactory for 133 psf.
STPaiiow = 133 psf > STP = 71.8 psf
VVTPailow = 9.1 psf > WTP feqcd = 6.77 psf.
:. Series 350 Sliding Glass Door, 99 1/16" x 80" OX is satisfactory.
- 3. COMPARATIVE ANALYSIS CALCULATIONS.
Series 350 Sliding Glass Door
99 1/16" x 80 ", OX door.
Reference: Attachment 3, Series 200 Swinging Door Comparative Analysis
Calculations.
Test pressure allowable = 132.99 psf, in agreement with value read from Comparative
Analysis Curve.
Page 2 of 2
Buildings with Mean Roof Height <= 60 feet
Design Pressure
Structural Test Pressure
Height
Velocity
Positive
Negative Pressure
Positive
Negative Pressure
Water
Above
Pressure
Pressure
Area
Pressure
Area
Test
Ground
qz
All Areas
4
5
All Areas
4
5
Pressure
15
27.4
45.1
- 47.9
-61.5
67.7
-71.8
-92.3
6.77
20
29.7
49.0
-52.0
-66.8
73.5
-77.9
-100.2
7.35
25
31.6
52.2
-55.4
-71.2
78.3
-83.1
-106.8
7.83
30
33.3
55.0
-58.3
-75.0
82.5
-87.5
-112.5
8.25
35
34.8
57.5
-61.0
-78.4
86.2
-91.5
-117.6
8.62
40
36.2
59.7
-63.3
-81.4
89.6
-95.0
-122.2
8.96
45
37.4
61.8
-65.5
-84.2
92.7
-98.3
-126.3
9.27
50
38.6
63.7
-67.5
-86.8
95.5
-101.3
-130.2
9.55
55
39.6
65.4
- 69.4
-89.2
98.1
-104.1
-133.8
9.81
60
40.6
67.1
-71.1
-91.4
100.6
-106.7
-137.2
10.06
5/19/95
Category
. Importance 1.05
Exposure C
V 110
h <= 60 Ft
p = qh[(GCp) - (GCpi)]
T M Window Door Company
ASCE 7 Design Wind Pressures
Table 1
Table 5
6.5.3
Figure 1
GCp:
Zone 4
Zone 5
1.4 -1.5 Figure 3(a)
1.4 -2.0 Figure 3(a)
alpha: 7 Table C6
Zg: 900 Table C6
GCpi: 0.25 -0.25 Table 9
NOTE:
Values for negative pressures MUST be taken at the Mean Roof Height (MRH) of the building and be used for the
ENTIRE building.
Values for positive pressures and Water Test Pressures may be taken at the cladding center line elevation.
Width of edge strip, a: 10% of minimum width or 0.4h , whichever is smaller, but not less than
either 4% of minimum width or 3 feet
/t-N-ac hn end
_
-
- `:
- \
•
Series 350 SGD - HC60
Sliding Door Comparative Analysis
Based on MTL # 14969 of 8 -23-91
Test Size = 189-3/4 x 108 (OXXO)
Test Load = ± 91.0 psf
Water Test = 9.1 psf - 21/2" sill
1/4 x 3 steel bar in OXO stile
1'h x 21/2 x 11/2 stI channel fem astragal
1 x 1/8 in 1 h x 3/16 sq stl tubes ea intik
•
`
_
_
•
t
`\
\\
T
\
` t
■
N
_
\
�\
=ST Pau \ w4Y
133 ps •
�
OX
•
\
■
■
N.
■
■
■
■ _
Water Test
..
�•
`
a
•
f t.
•
t
.
8 -23-91
180.0
170.0
160.0
150.0
140.0
CL
130.0 -
at
• .
0
- 120.0
110.0
100.0
90.0
'"Fy= ' M TL 14969
80.0
24
T M Building Products, Ltd
42 J 48
Panel Width (inches)
;.:,REINFORCEMENT PACKAGE "H " ; . •
72
0
90
e
•
Test Unit
Test Size 189 3/4 x 108
Configuration OXXO
MTL No.: 14969
Pt: 91 psf
Lt: 108 L: 80
Wt: 47.4375 W: 49.53125
At: 27.76 sq ft A: 19.00 sq ft
Kt: 0.21962 K: 0.15479
Kft: 6.67214 Kf: 6.98485
Kdt: 64.84063 Kd: 67.47424
Check Concentrated Load.
Pc = Pt(At/A) = 132.99 psf
Check Fiberstress
Pf = Pc(Lt/L)(Kf /Kft) = 187.95 psf
Check Deflection.
Pd = Pc(Lt = 252.21 psf
P,,,o„ = Min(Pc,Pf,Pd) = 132.99 psf
T M Window Door Company
Comparative Analysis Template to find P
Series 350 SGD (OX)
Reinforcement Package "H"
A -4 ac,l-trnen4 3
Actual Unit
Size 99 1/16 x 80
Configuration OX
5/22/95
METROOADE METROPOLITAN DADE COUNTY, FLORIDA
METRO -OAOE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
T.NI Building Products, Ltd.
601 N.W. 12th Avenue
Pompano Beach, FL. 33061
Your application for Product Approval of Series: "350" Aluminum Sliding Glass Door (SGD -HC60)
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted
by Miami Testing Laboratory, Inc. Report No.: MTL -14969 by John C. Olson. P.E. dated: August 23.
1991 has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the Specific Conditions set forth on pages 2 and 2a and the Standard Conditions
on page 3.
ACCEPTANCE No.: 93-0524.1
EXPIRES : Aug. 30. 1995 / Gil Diamond, P.
Product Control Division
Supervisor
APPROVED : rJUL 3 1 1993
**
PLEASE NOTE **
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130 -1563
(305) 375-2901
FAX (3051 375-2908
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
8/5/93 Distributed to: Ballard Argus, Tom S. Metzger,
Freeman Slabach.
Charles Danger, P.E. '
Director
Building Code Compliance Dept.
Metropolitan Dade County
•
•
0
T.M. Building Products, Ltd.
DESCRIPTION OF UNIT
MODEL DESIGNATION:
Series "350"
Aluminum Sliding Glass Door
OVERALL SIZE
ACCEPTANCE No. : 93 -0524.1
APPROVED : I Jill 3 1 1Y3
EXPIRES : August 30. 1995
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
ASSIGNED ACCEPTANCE MARKINGS
ANSI/AAMA 101 -88 (SGD -HC60)
AAMA 1303.5 -76 (F.E.R.) °
Dade County Approval # 93- 0524.1
Expires: August 30, 1995
Approved for installation up to 150 ft. above grade.
15'93/4" by 9' " high
CONFIGURATION: 0)0(0 CAUTION: Elevation must be reduced in
the coastal construction zone.
NO. & SIZE OF PANELS : Four on two tracks, two center panel moving on exterior track ((moo):
from the left 48 1/2" by 106" high; 48 1/4" by 106" high; 48 1/4" by 106" high; 47 3/4" by 106" high.
WEATHERSTRIPPING:
Double pile with integral plastic fin in each frame jamb, female astragal stile, OX0 stile, each top and
bottom rail. Single pile with integral plastic fin in each interlock stile. Urethane foam in each end of
each large hollow stile. Open cell foam pad at top and bottom of each astragal stile OXO, stile and right
fixed panel interlock stile sealed to frame sill with silicone. The jamb stile of left fixed panel sealed to
frame jamb on the interior with silicone.
OPERATORS & LOCATIONS:
Adjustable plastic tandem wheels in each end of each moving panel bottom rail. Flush mount dual
metallic latch at each moving panel lock stile. Required for Forced Entry test only, one 3/16" diameter
stainless steel security lock installed through the interior of interlock stile, into the exterior interlock,
52" from the bottom.
GLAZING MATERIAL: 3/16" tempered glass
GLAZING METHOD: Channel glazed using a flexible channel vinyl glazing bead.
WEEPHOLES: One 1/4" by 5/32" drain hole in the two exterior panel retainer flanges in sill at
OXO stile. Each end of each panel retainer flange in sill is bent to form a 1/4" opening for weepage
and/or drainage.
MUNTINS: None
-2-
Gil Diamon• P.E.
'Product Control 1
Supervisor
TESTS:
INTERIOR WIND LOAD: 91.0 PSF
EXTERIOR WENDLOAD: 91.0 PSF
WATER RESISTANCE : 9.10 PSF
AIR INFILTRATION : 0.35 CFM/FT
FORCED ENTRY : M.T.L. -14969
- 2a-
ACCEPTANCE No.: 93-0524.1
APPROVED : ran 3 1 1993
EXPIRES : August 30. 1995
NOTICE OF ACCEPTANCE : SPECIFIC CONDITIONS
REINFORCEMENT: One 1/4" by 3" by 101 1/2" long steel tube bar in OX0 stile. One 1 1/2" by 1
1/2" by 3/16" by 101 1/2" long steel tube and one 1' by 1" by 1/8" by 101 1/2" long steel tube inside
the 1 1/2 " tube, in each interlock stile. One 1 1/2" by 2 1/2" by 1 1/2" by 1/8" by 101 1/2" long, roll
formed steel channel in the female astragal stile.
ADDITIONAL DESCRIPTION: 2 1/2" high overall interior sill flange. Frame sill mounted on top and
sealed to a 4" by 6" by 189 3/4" test buck aluminum tube. Each fixed panel anchored to frame using one
1 1/2" by 1 1/2" by 1 1/2" by 2" aluminum angle at bottom of right panel interlock stile and left panel
OXO stile, each secured with two No 10 by 1" screws into stile and one into frame sill. One 7/8" by
3/4" by 1 1/2" by 1/8" aluminum angle at top of OX0 stile and one 1" by 2" by 1 3/8" by 1/8" angle at
top of interlock stile, each secured with two No. 10 by 3/4" screws into frame head and one into stile.
SCREWS AND METHOD OF ATTACHMENT
SILL : 26 - # 12 x 3/4" F.H. S.M.S.
(Double Row)
HEADER: 6 - # 10 x 1" R.H. S.M.S.
(Double Row)
JAMBS 18 - # 10 x 1" R.H. S.M.S.
( Double Row )
NOTE: Please see Note # 11, page 3
APPROVED FOR ELEVATIONS UP TO: 150 FT. Above Existing Grade valid until December 31
1993 when a design pressure rating of 60.6 p.s.f . shall apply .
This product must be re- evaluated for structural adequacy when installed within the Coastal
Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building
Code.
G il Diamond, P
Product Control Divi ion
Supervisor
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS
1. For multiple window installations, approved mullion drawings and calculations must be
filed with Product Control.
This Acceptance will qualify smaller units of the same design and as the unit tested.
3. All units must be labeled. giving the manufacturer's name, Dade County Product Control
Approval Number. approved elevation and date of expiration.
4. Extension of acceptance may be considered after a new application has been filed and the
supporting data, for test reports less than four (4) years old, has been re- evaluated.
5. Any revision or change in materials, use or manufacture of the product shall automatically
be cause for termination, unless prior approval is granted for revision or change.
6. Any unsatisfactory performance of this product or a change in Code provisions shall be
grounds for re- evaluation.
7. This Acceptance shall not be used as an endorsement of any product sales or advertising
purposes.
10. Hardware for all windows and doors shall conform to Security and Forced Entry
Prevention, Chapter 36 of the South Florida Building Code.
11. The spacing of fasteners shall be as tested or 24" whichever is less.
The first fastener shall be located a maximum of 6" from each corner and mullion or stile.
Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood
or plastic shields or pins shall be used.
Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first
and second floor installations and No. 10 for all other floors above.the first and second
floors.
Revised 5 - 20 - Q2
Aluminum windows and sliding doors have been tested in accordance with ANSI/AANLA
101 -38 or for wood window unit by ANSI/NWWDA I.S. 2 -87 and sliding doors
ANSI/NWWDA LS. 3 -3 and swing doors ANSI/NWWDA LS. 8 -38.
Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23
of the South Florida Building code.
-3-
1
Diamond, P.E. ■
roduct Control Division
• Supervisor
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Expeditious service
Conscientious testing
MIAMI TE STING LABORATORY, INC .
i40 West 32 Place Hialeah, Florida 33012.4585 Phone: 305 822.1141 Lab. Number MTL - 14969
File Number 91 -632
Date: August 23, 1991
Report Number 6
Page 1 of 2
L -45233
SPECIFICATION CONFORMANCE TEST REPORT
MANUFACTURER: T.M. Building Products, Ltd. DESI(ATION: SGD- HC60 /F.E.R.
ADDRESS: 601 N.W. 12th Avenue SPECIFICATIONS: ANSI /P.AMA 101-88
Panpano Beach, Florida 33061 AAMA 1303.5 -1976
TEST SAMPLE SIZE: 15' 9 3/4" by 9' 0" high SERIES: 350; Aluminum Sliding
Glass Door
DESCRIPTION OF SAMPLE TESTED
NO. & SIZE OF PANELS: Four an two tracks, two center panels moving an exterior track,
(Q 0 ): fran the left 48 1/2" by 106" high; 48 1/4" by 106" high; 48 1/4" by 106" high;
47 3/4" by 106" high.
WEATHERSTRIPPING: Double pile with integral plastic fin in each frame jamb, female astragal
stile, OX0 stile, each top and bottom rail. Single pile with integral plastic fin in each
interlock stile. Urethane foam in each end of each large hollow stile. Open cell foam pad
at top and bottan of each astragal stile, OX0 stile and right fixed panel interlock stile
sealed to frame sill with silicone. The jamb stile of left fixed panel sealed to frame jamb
on the interior with silicone.
OPERATORS LOCATIONS: Adjustable plastic tandem wheels in each end of each moving panel
bottom rail. Flush mount dual metallic latch at each moving panel lock stile. Required for
Forced Entry test only, one 3/16" diameter stainless steel security lock pin installed
through the interior of interlock stile, into the exterior interlock, 52" from the bottom.
GLAZING MATERIAL: 3/16" tempered glass.
GLAZING METHOD: Channel glazed using a flexible channel vinyl glazing bead.
WEEPHOLES' One 1/4" by 5/32" drain hole in the two exterior panel retainer flanges in sill
at OX0 stile. Each end of each panel retainer flange in sill was bent to form a 1/4"
opening for weepage and /or drainage.
MUNTINS: None
REINFORCEMENT: One 1/4" by 3" by 101 1/2" long steel bar in 0X0 stile. One 1 1/2" by
1 1/2" by 3/16" by 101 1/2" long steel tube and one 1" by 1" by 1/6" by 101 1/2" long
steel tube inside the 1 1/2" tube, in each interlock stile. One 1 1/2" by 2 1/2" by
1 1/2" by 1/8" by 101 1/2" long, roll formed steel channel in the female astragal stile.
ADDITIONAL DESCRIPTION: 2 1/2" high overall interior sill flange. Frame sill mounted an
top and sealed to a 2" by 6" by 189 3/4" aluminum tube. Each fixed panel anchored to
frame using one 1 1/2" by 1 1/2" by 1 1/2" by 2" aluminum angle at bottom of right panel
interlock stile and left panel OX0 stile, each secured with two No. 10 by 1" screws into
stile and one into frame sill. One 7/8" by 3/4" by 1 1/2" by 1/8" aluminum angle at top
of OX0 stile and one 1" by 2" by 1 3/8" by 1/8" angle at top of interlock stile, each
secured with two No. 10 by 3/4" screws into frame head and one into stile.
PERFORMANCE TEST RESULTS
L Paragraph Number Title of Test
2.1.2 Air Infiltration Test at 6.24 psf
Measured Allowed
0.35 cfm/sq.ft. 0.37 maximum
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Expeditious service
conscientious testing
Paragraph Number Title of Test
2.2.9.5.1 Starting Force:
Operating Force:
2.1.7 Forced Entry Resistance:
AAMA 1303.5 -1976, Paragraph
3.1.1 Test A through 3.1.5
Test G
Section 3, Optional Performance Class:
T. 14. Building Products, Ltd.
1 - T. M. Bldg. Products, Ltd. (Metro)
1 - City of Sunrise
1 - City of Coral Springs
PERFORMANCE TEST RESULTS
Measured
2.1.3 Water Resistance Test: (ASIM E547/E331)
With and without screen, no leakage at 9.10 psf
2.1.4 Uniform Load Structural Test:
Exterior Load
Interior Load
Permanent Deformation
2.2.9.5.2 Deglazing Test, no disengagement at:
Vertical Stiles
Horizontal Rails
Percent Deglazement
3.4 Uniform Load Structural Test:
Exterior Load
Interior Load
Permanent Deformation
Test Completed - August 23, 1991
91.0 psf
91.0 psf
0.085 inches
30 pounds
25 pounds
70 pounds
50 pounds
8 percent
No entry
91.0 psf
91.0 psf
0.085 inches
Lab. Number MTL -14969
File Number 91 -632
Date: August 23, 1991
Report Number 6
Page 2 of 2
L -45233
Allowed
6.00 minimum
60.0 minimum
60.0 minimum
0.424 maximum
40 maximum
25 maximum
70 minimum
50 minimum
99 maximum
None Allowed
3.3 Water Resistance Test: (AM E547/E331)
With and without screens,no leakage at 9.10 psf 6.75 minimum
67.5 minimum
67.5 minimum
0.424 maximum
Remarks: This test report does not constitute certification of this product, but
only that the above test results were obtained using the designated test methods
and they indicate compliance with the performance requirements (paragraphs as
listed) of the above referenced specifications, except the panels were smaller in
width than specification requirements for heavy commercial units.
MIAMI TESTING LABORATORY, INC.
James W. Bailey
President
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Series 350 SGD - HC60
Sliding Door Comparative Analysis
Based on MTL # 14969 of 8-23-91
Test Size = 189-3/4 x 108 (OXXO)
Test Load = ± 91.0 psf
Water Test = 9.1 psf - 21/2" sill
1 /4 x 3 steel bar in OXO stile
1 x 21/2 x 11/2 stl channel fem astragal
1 x 1/8 in 1/2 x 3/16 sq stl tubes ea intik
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170.0
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150.0
140.0
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130.0
120.0
110.0
100.0
90.0
80.0
MTL 14969
8-23-91
T M Building Products, Ltd
24 30 36 42 48
Panel Width (inches)
REINFORCEMENT PACKAGE "H"
54
72
0
84
90
96
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