1230 NE 102 St (14)4
1
85
8
V8.
a
7
8
_ u.2- NCN
a
4
100'
51Pe
IO/ s�
Sccc% /' = /od
d)
■ d W
hole
_ �( pow ye.
Gay_ + 8 5
Scck l = 30'
/02 no/
ST.
.
SKETCH OF SURVEY
Lot 2, Block 185, BAY BREEZE SECTION
MIAMI SHCRES, according to the Plat
thereof, recorded in Plat Book 42, at
Page 25, of the Public Records of Dade
County, Florida.
Order No. 177C8 August 11, 1955
F.B. 399 -1 Scales shown
I HEREBY CERTIFY: That the attached
"SKETCH OF SURVEY" of the above des-
cribed property is true and correct to
the best of my knowledge and belief as
recently surveyed and platted under my
direction.
HARRY C. SCHWEBKE & Ap(6 01A ' °'1 C .
Harry C.Schwebke
Registered Land urveypr #bO2
State of Florida.
Press
BUILDING TYPE `
FASTENER TYPE
MIN. No. OF
FASTENERS
PER VERTICAL
JAMB
MAXIMUM
C'.IJ CENTER
CISTANCE
E!7WEEN
FASTENERS
STEEL
WASHERS
REQUIRED?
WOOD FRAME
.1/2" x 3" EMBED LAG SCREW (ASTM A307, GRADE A)
6
1ci" !
YES
YES
BLOCK WALL OR CONCRETE'
1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR
9
) V
BLOCK WALL OR CONCRETE
3/8" x 1 -3/4" MIN. EMBED RAWL —STUD EXPANSION ANCHOR (7400 SERIES)
5
19"
NO
BLOCK WALL OR CONCRETE
3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES)
6
15" ✓
NO
MODELS 83, 84A. 87 93. 94. 97
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
PAGE . 2 OF 2
REV
1
2
3
DATE •
3/27/95
11/3/
2/13/98
DESCRIPTION; --
ADDED JAMB DWG & CHART 'TO PAGE 4
REFIT DWG TO 2 PAGES
REV. JAMB ATTACH. FASTENERS ON PG. 2
NOTES;
1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK
TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE
DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB AND
A MAXIMUM TEST LOAD OF 4,480 LB & —4,992 LB.
3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE
TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL
EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS
AND IN ACCORDANCE WITH SFBC SECTION 2905.1.
BLOCK WALL OR CONCRETE
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN.
BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING
INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS
TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
1" DOOR OVERLAP (EACH SIDE)
2x6 WOOD JAMB
SEE "JAMB PREPARATION
NOTE" ABOVE
12 GA. GALV. STEEL CONTINUOUS
ANGLE FASTENED TO W000 JAMB
WITH 5 /16"x1 -5/8" LAG SCREWS
NOT TO EXCEED 14" O.C. CONTINUOUS
ANGLE MAY BE NOTCHED OUT AT JAMB
TO STRUCTURE ATTACHMENT POINTS.
2" GALV. STEEL TRACK FASTENED
TO 12 GA. GALV. STEEL TRACK CLIPS.
TRACK ATTACHED TO EACH CLIP
WITH TWO 1/4"x5/8" BOLTS & NUTS.
EACH TRACK CLIP ATTACHED TO
CONTINUOUS ANGLE WITH
(2) 1/4" DIA. RIVETS PER CLIP.
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
16 GA. GALV. STEEL PAINTED END STILE
18 GA. GALV. STEEL DOUBLE END STILE
JAMB
CONFIGURATION
SCALE 1 = 9
20 GA. GALV. STEEL INTER. STILE
7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER HIi•.GE
ON ROLLER SHAFT FOR FASTENED TO INTER. STILES W /(4)
UNRESTRICTED OPERATION. EACH #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES
FASTENED TO END STILES W /(4) EACH
14x5/8" SHEET METAL SCREWS AND
(2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. LONG STEM, 10 BALL STEEL RCJLLER.
END OF ROLLER STEM THREADED FOR
7/16" NUT. %
�ll �l�
/i
MAX. O.C.
MIN. No.
OF FASTENERS
PER VERTICAL
JAMB
2x6 VERTICAL JAMB
DESIGN ENGINEER
MAR W. WESTERFIELD, P.E.
FLOFiDA REGISTRATION No. 48495
(Ilopay
Building Products
Compa!y
INTER.
STILE
OUTSIDE
HANDLE
LOCK BAR
ENGAGES IN
OUTSIDE KEYED LOCK TRACK ON
LOCK BAR LOCKING EACH SIDE
OF DOOR.
CONFORMS TO SFBC 3603.2
INTER. STILE
OUTSIDE KEYED
HANDLE
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INSIDE HANDLE
OUTSIDE KEYED LOCK •
SNAP LATCH LOCK OPTION
CONFORMS TO SFBC 3603.2
JAMB PREPARATION NOTE
EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW
PINE WOOD JAMBS WITH 5/16 "xl -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO
7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH). THE METHOD OF ATTACHMENT
TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE
APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH
CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING OR AS SHOWN
ON PA(:E 4 OF THIS DRAWING. PREPARATION OF JAMBS BY OTHERS.
ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER
DOOR IARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPL: ED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED.
DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F.
END
STILE
LOCK
BAR
GUIDE
END
STILE
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
CONFORMS TO SFBC 3603.2
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT 19
BY
PRODUCT 1 ROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. C r/ — I Z ZZ• 67
TOLERANCES
Unless Stated Otherwise
.00 = ±.03
.000 = ±.015
.0000 = ±.007
Degrees = ±1/2'
Clopay Corporation All Rights Reserved.
The arrangements depicted herein are the sole property
of the Clopay Corporation and may not be reproduced
in any form without it's written permission.
SCALE
NOTED
DATE. 2/15/95
DRAWN BY MWW
CHECKED BY.
PAGE.
2 OF 2
MAX SIZE
16'2"W x 8'0 "H
DESCRIPTION.
DOUBLE CAR HURRICANE PAN DOOR
B
DRAWING NUNBER1
1 01 300
REV.
3
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION
93
83
WOODGRAIN
TEXTURE, RAISED PANEL, GALV. INTER. STILES
94, 97
84A, 87
WOODGRAIN
TEXTURE, RAISED PANEL, PAINTED /GALV. INTER.
STILES
MODELS 83, 84A, 87. 93, 94, 97
LOCATION OF OPTIONAL VENTS
AREA OF VENTS NOT TO EXCEED
60 SQ. INCHES BETWEEN STILES
NOTE:
DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.
ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
DOOR COUNTERBALANCE SYSTEM
11
�I
►I
y
,I
!L
63"
38"
24"
10"
A OPTIONAL OUTSIDE KEYED LOCK POSITION
MAX. DOOR WIDTH = 16' -2"
INSIDE ELEVATIONS
SCALE 1" = 18"
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
12 GA. GALV. STEEL CONTINUOUS
1-5/8" x 2 -3/8" ANGLE.
76" (7'6 "H & 8'0 "H DOORS ONLY)
3 -1/2"
TRACK CONFIGURATION
SCALE 1" = 36"
50" 2" GALV. STEEL TRACK.
TRACK THICKNESS: .083"
DOOR
HEIGHT
6' -6"
7' -0"
7' -6"
70"
76"
82"
88"
TYP. 2 -1/2"x12 GA. GALV.
STEEL TRACK CLIPS.
DISTANCE FROM BOTTOM OF VERTICAL
TRACK TO EACH CLIP IS: 3-1/2".
10 ", 24 ", 38 ", 50 ", 63 ", AND
76" (7'6 "H & 8'0 "H DOORS ONLY)
ONE 5/16 xl -5/8" LAG SCREW PER
TRACK CLIP.
18 GA. GALV. DOUBLE END STILES
ATTACHED TO TOP AND BOTTOM RAIL
WITH PATENTED TOG -L -LOC SYSTEM.
•
16 GA. PAINTED END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG -L -LOC SYSTEM
(TOP, BOTTOM & CENTER).
VIEW "C"
VIEW "B"
1/4 "x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES
SCALE 1" = 9"
VIEW "8"
PA( 3E 1 OF 2
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFO
3603.2 REGARGING
GARAGE DOORS V-T H
5/8" MIN. ENGAGE.IENT.
DOOR TESTED FOR
FORCED ENTRY 4t 1:H
BOTH OUTSIDE KI:'i ED
LOCK AND INSIDE
SLIDE BOLT LOCH
OPTIONS (SEE
LAYOUT OF EACH
LOCK ON NEXT PAGE).
24 GA. DQSK STEEL (M N. YIELD STRENGTH:
38 KSI) EXTE T:OR SKIN WITH G -60
GALVANIZING, BAKE:: -ON PRIMER AND A
BAKED -ON POLYEST- PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
(ASTM No. A653).
#14x5/8" SHEET METAL SCR'- ":S
SHIP LAP JOINTS.
18 GA. INTERMEDIATE HINGE
SCALE 1" = 9"
VIEW "C"
DESIGN ENGINE:2
MARK W. WESTI: 2FIELD, P.E.
FLORIDA REGIS1PATION No. 48495
C 1 ;.opa y
Building Products
Com.an-
I 2" THICK
REV
1
12 GA. GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED W/(4) #14x5/8"
SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4 "x1/2" BOLTS AND
NUTS PER BRACKET.
14 GA. GALV. ROLLER HINGE.
EACH HINGE FASTENED TO END
STILES W /(4) #14x5/8" SHEET METAL
AND (4) 1/4 "x3/4" SELF TAPPING SCREWS.
(SEE VIEW "8 ")
ONE 6" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "0 ")
C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH
(1) 1/4 "x3/4" SELF TAPPING SCREW.
1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER
DOOR SECTION, EXCEPT (8) STRAPS ON 2ND
SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED
WITH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO
SCREWS TO DOOR, ONE SCREW TO C- CHANNEL).
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (.SIDE VIEW)
SCALE 1" = 9"
DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F.
TOLERANCES
Unless Stated Otherwise
.00 = 1.03
.000 = 1.015
.0000 = 1.007
Degrees = ±1/2'
Clopay Corporation MI Rights Reserved.
The arrangements depicted herein are the sole property
of the Clopay Corporation and may not be reproduced
in any form without it written permission.
SCALE'
NOTED
DATE.
DRAWN BY.
CHECKED BY,
2/15/95
MWW
ADDED JAMB DWG_ & _CHART' TO
REFIT DWG TO 2 PAGES
DQSK; VENT AREA; TRACK NOTE TO
L I 1 2 - 1/2 ,
5/8" (TYP.)
VIEW "D"
6" TALL C- CHANNEL
16 GA. GALV. STEEL
PAGE.
1 OF 2
DESCRIPTION
DOUBLE CAR HURRICANE PAN DOOR
B
PAGE 4
PG. .1
APPROVED ;.S COMPLYING W TH THE
SOUTH ,1 FLORIDA BUILDING CODE
DATE f'1 K. 4. b 19q$
PRODUCT CONTROL DIVISION
BUILDING •CODE COMPLIANCE OFFICE
ACCEPTANCE NO Qi" 122Z. QZ
DRAWING NUMBER
101300
MAX. SIZE
16'2 "W x 8'0 "H
REV.
3
,.d
1.
Introduction
ASCE7 -88 CALCULATION METHOD
FOR GARAGE DOOR
DESIGN LOADS
FOR CLOPAY
GARAGE DOORS ONLY
The charts included with this cover page help calculate the design
wind loads as determined using the American Society of Civil
Engineers Code ASCE7 -88 for use with garage doors. The charts are
divided between single car garage doors (up to 9'W x 8'H) and
double car garage doors (up to 16'2 "W x 8'H).
Instructions
1. Determine the garage door size as a single car door (up to 9'W
x 8'H) or double car door (up to 16'2 "W x 8'H).
2. Measure the "Mean Roof Height" of the building. The mean roof
height is measured as the average height of the roof, not the
g g g
peak of the roof. The eave height may be used for a roof
slope of less than 10 °.
3. With the door size and mean roof height known, the appropriate
calculation chart can be used.
4. Determine the "Minimum Building Dimension ". For example, a
g P
building (or house) with a 80' x 30' floor plan, has a minimum
g( ) p m i m
building dimension of 30'.
5. Measure the distance from the corner of the building to th
i i g the
nearest edge of the door opening. The nearer the door opening
to a corner, the higher the negative design wind load. h
9 g g
n l d The
corner wind zone of a building is defined as 10% of the
minimum building dimension or 40% of the mean roof height,
whichever is smaller, but not less than 3 feet or 4% of the
minimum building dimension.
6. The wind load can now be determined. For example a single car
garage door is to be installed in a house with a mean roof
height of 15' or less and a 80' x 30' floor plan. The door
opening is located 2' from a corner. The design wind loads
are (using the charts): +39.9 PSF and -43.5 PSF.
Fill - In the Following Information Below (Type Only):
Homeowner: Dennis WOOLFOLK
1230 N.E. 102 Street
Street Address:
Miami. Shores Fla
City: State: Zip:
Model No.: 94 Approval No.:
97-01222.02
33138
THESE MEASUREMENTS FOR USE ONLY WITH CLOPAY
BRAND GARAGE DOOR PRODUCTS
Evaluation criteria: ASCE7 -88 Calculations and Measurements
Maximum dwelling Mean Roof Height: 15' MRH
Maximum garage door width: Double car doors up to 16'2" wide x 8'0" high
Measurement
On Feet)
Minimum
Building
Dimension
30
30
35
35
35
50
50
50
50
Measurement
(in Feet)
Distance From
Comer of Building
to Edge of Opening
1.5
2
2.5
1.0
2.0
3.0
1.0
2.0
3.0
4.0 & Over ::::::.....................
.....................
1.5
2.5
3.5
4.5
Measurement
N^"
(in Feet)
End
Zone
Dimension
3.0
3.0
3.5
3.5
. ...........................
3.5
4.0
4.0
MBE
5.0
5.0
5 .0 :r:..r.
5.0
Measurement
"D"
(in Feet)
Amount of
Opening in
End Zone
1.5
0.5
is '.... ... ............
2.5
1.5
0.5' >;:....,
3.0
2.0
1.0
0.0
3.5
2.5
1.5
1
:::.:.. ...:::.:.:.:::.......::::::::.:
0.5
Resultant
Minimum
Positive
Design
Load
In
PSF)
38 ..
38 .5 :::...........:.....
....
38.5
38.5
38.5
38.5
....::::.......:.
38.5 ..: .................
38.5:::: : .................
38.5
38.5
38.5
Resultant
Minimum
Negative
Design
Load
(in PSF)
-42.3 .:..............
-41.6
-43.0
-42.3
-41.6
-43.3
-42.6
-41.9
-41.3
-43.6
-41.6 :::..............
...............
These calculations are based on American Society of Civil Engineers Code ASCE 7-88 for Components and Cladding (Exposure C),
110 MPH basic wind speed, Hurricane Oceanline Importance Factor of 1.05. The calculations shown here do not apply to open or
partially enclosed structures. Calculations are based on an average door size of 15'WxTH. This calculation does not address the
the supporting structure. An approximate 8% reduction in design Toads is allowed if roof slope is 10 degrees or less.
MEASUREMENT 'B'
DISTANCE FROM
CORNER OF BUILDING
TO EDGE OF OPENING
MEASUREMENT 'C
END ZONE
DIMENSION
MEASUREMENT - D
AMOUNT OF OPENING
IN END ZONE
MEAN ROOF
HEIGHT
DOOR OPENING CAN
BE IN EITHER LOCATION.
MEASUREMENT 'A'
MINIMUM
BUILDING
DIMENSION
(Type All Numbers)
Measurement "A ": 40'
Measurement "B ": 24"
Measurement "C ": 24"
Measurement "D ": 24"
Positive Design Load: 38.5
Negative Design Load: -42.6
These calculations are intended to cover the requirements of
Section 4.0 (Conditions of Use) in the Metro-Dade Notice of Acceptance.
PECHART.XLS
Clopav Corporation
5.0 LIMITATIONS:
APPROVED : MAR 2 6 1998
EXPIRES : MAR 2 6 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
This approval requires the manufacturer to do testing of all coils used to fabricate door panels under
this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested
(according to ASTM E -8) by a Dade County approved laboratory selected and paid by the
manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of
the test reports with confirmation that the specimens were selected from coils at the manufacture's
production facilities and a notarized statement from the manufacturer that only coils with a yield
strength of 38,000 PSI or more shall be used to make door panels for Dade County under this Notice of
Acceptance.
6.0 IDENTIFICATION:
All approved products shall be permanently labeled with the manufacturer's name, city, state and the
following statement: "Dade County Product Control Approved ".
7.0 EVIDENCE SUBMITTED:
Test Reports
HETI 95 -408
HETI 95 -407
HETI 95 -407F
HETI 95 -T59
Drawing Number
Clopay #101300
Test
PA 201 & 203
PA 202
S.F.B.C. 3603.2
ASTM E -8
Last Revision
02/13/98
Date
01/25/95
01/24/95
01/25/95
02/06/95
ACCEPTANCE NO: 97- 1222.02
Signature
MW Westerfield, PE
Signature
HM Medina, PE
HM Medina, PE
HM Medina, PE
HM Medina, PE
Candid() Font. PE, Sr. Product Control Examiner
Product Control Division
Clopav Corporation
4.0 CONDITIONS OF USE:
ACCEPTANCE NO: 97- 1222.02
APPROVED :MAR 2 6 1998
EXPIRES :MAR 2 6 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3.0 INSTALLATION:
The door shall be installed as shown on Drawing No. 101300. Sheets land 2. Wood in contact with
concrete or cement shall be treated with an approved preservative as set forth in paragraph 29132(a)1
or shall be of a durable species as defined in subparagraph 2913.2(a)5 of the South Florida Building
Code. •
installation of 2" x 6" wood jamb requires a `/" x 3" lag. screws and 1" 0 x 1 / 1 6" thick washer c 16
o.c. with a minimum embedment of 1 into SYP or better wood jambs or as detailed on Drawing
No. 1013000, Sheet 2 of 2 on concrete blocks or concrete jambs.
Installation of track requires a'/ x 1' /s" lag screws 0 14" o/c with a minimum embedment of 1 1 /f5..
into SYP or better 2 x 6 wood jambs.
Application for building permit shall be accompanied by duplicate prints of the approved Drawing No.
101300, Sheets 1 to 3 bearing the approval stamp, Notice of Acceptance number, and date by the Dade
County Product Control Section. along with computations prepared by a qualified Florida Professional
Engineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the
signature of the Architect or Engineer with the following statement: "The supporting structure has
been designed for the forces shown on the approved manufacturer's drawing."
Application for building permit for replacement doors shall be accompanied by duplicate prints of the
approved Drawing No. 101300, Sheets 1 to 2, bearing the approval stamp, Notice of Acceptance
number, and date by the Dade County Product Control Section. Also, the Building Official must be
satisfied that the proposed installation meets the use of Section 2 above.
Examine.
•_ontro Divis:O,
METRO-Q4DE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Clopay Corporation
312 Walnut St., Suite 1600
Cincinnati OH 45202
Your application for Product Approval of:
Sectional Steel Garage Door 16' Wide
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:
Applicant, along with Clopay Building Products Co. Drawing # 101300, sheet 1 & 2 with
latest revision on 02/13/98 signed and sealed by M. W. Westerfield P.E. on 02/13/98. (For
listing, see Section 7 of this Notice of Acceptance)
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 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
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, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:97- 1222.02
Expires:03 /26/01
Approved: 03 /26/98
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.
Internet mail address: postmaster @buildingcodeonline.com
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
/
Raul Rodiguez /
Product Control Supervisor
L :1aries VamJe . � ;.
Director
Building Code Compliance Dept.
Metropolitan Dade County
Homepage:.http://www.buildingcodeonline.com
Track
Skin
End
Stile
Center
Stile
End
Hinge
Center
Hinge
Horizontal Reinforcement
Shape
Frequency
0.083"
24 GA
Double
18 GA &16 GA.
20 GA.
Double
14 GA
18 GA
16 GA.0
6x2'/
One /Section
n .
Clopav Corporation ACCEPTANCE NO: 97- 1222.02
APPROVED : MAR 2 6 1998
EXPIRES : MAR 2 E 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1.0 DESCRIPTION:
2.0 USE:
This approves a sectional door with maximum dimensions of 16' -2" wide x 6' -6" through 8' -O" high
made out of steel, Drawing Quality Special Killed (ASTM A653), 38 ksi yield and galvanized coating
of G60 (ASTM A525) and finished with baked on polyester coat.
The door shall be constructed and reinforced as detailed in the approved Drawing No. 101300, Sheets
land
This door is approved for a maximum design pressure of ±46.6 PSF & -52.0 PSF and its use is
restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require
hurricane protection devices. The door shall meet the burglary security requirement of Section
3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in
this approval) shall be certified by Underwriters Laboratories or other recognized agency.
Candido Font. PE. Sr. Proauc: Control Examiner
Product Control Division
r !
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
, A r 1230 N.E. 102 Street
19
Date A gJi o Address Tax Folio
Legal Description Historically Designated: Yes No
Master Permit # 6 19,5'
Owner /1 Tce KIk Dennis W ool folk
Owner's Address 12230N.E. 102 Street Phone 305-754-4630
Contracting Co. / l ( / / < / " t E C T�r/7 -e. Vie' J Address 7Z Zi (mot/ � 3 C4 • 'l F (02.4
Pena SS# Phone 820 -3300
Orlando
De La
Qualifier
State # Municipal # F4/63 a°143 Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle on BUILD 1 G LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft. Estimated Cost (value)
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' AF IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws re ating onstruction and zo ' : Furthermore, I authorize th a bove -named contractor to do the work stated.
FEES: PERMIT
APPROVED:
Zoning
Mechanical
Signature �Tf o ' t ondo P dent
or Condo 'resident
Notary as to
* ly Co Ex ires:
s ; ; 1 p Walter Dziedzic
I „- Mr i MY COMMISSION # CC748520 EXPIRES
, ;.... 4 July 7, 2002
BONDED THRU TROY FAIN INSURANCE INC
RADON
Building
4/19/99
Date
C.C.F.
otary as to Contracto
My Commission Expires:
NOTARY
Electrical
I:rw]
4rR, Walter Dziedzlc
r P „ '��i
MY COMMISSION # CC748520 EXPIRES
July 7, 2002
BONDED THRU TROY FAIN INSURANCE, INC
BOND
TOTAL DUE 'V? e( °
Plumbing Engineering