GARAGE DOORINSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION
78
78
FLUSH PANELS
91
N/A
SMOOTH TEXTURE STEEL
93
83
WOODGRAIN TEXTURE STEEL
94
84A
WOODGRAIN TEXTURE STEEL W/ PAINTED STILES
DOOR
HEIGHT
SECTION HEIGHTS*
1ST 1 2ND
3RD
4TH
5TH
6' -6"
21"
18"
18"
21"
N/A
N/A
7' -0"
21"
21"
21"
21"
7' —6"
18"
18"
18"
18"
18"
21"
8' -0"
21"
18"
18"
18"
MAX. UVVK Mt.IUfll = 0 - ll
(FIVE SECTION DOORS)
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LOCATION OF e
OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4 x2-1/2" )
MAX. DOOR WIDTH - 9' -0"
- - 0 - -a
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1
LOCATION OF
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A
•
OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4" x2-1/2" )
MAX. DOOR WIDTH = 9' -0"
MAX. UVVK Mt.IUfll = 0 - ll
(FIVE SECTION DOORS)
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LOCATION OF e
OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4 x2-1/2" )
MAX. DOOR WIDTH - 9' -0"
METRO MODELS 78, 84A, 91, 93, 94 (24 GAUGE)
INTER. STILE
OUTSIDE
KEYED
HANDLE
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
TOG —L —LOC SYSTEM (TOP, BOTTOM, & CENTER)
(3) INTERMEDIATE STILES PER SECTION ATTACH
WITH TOG —L —LOC (TOP & BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
INSIDE ELEVATION SCALE: 1
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
EN D
STILE
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
CONFORMS TO SFBC 3603.2
A
INTER.
STILE
OUTSIDE
HANDLE
SEE END
HINGE DETAIL
ON PAGE 2
SEE INTERMED.
HINGE DETAIL
ON PAGE 2
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARDING
GARAGE DOORS WITH
5/8" MIN.
ENGAGEMENT.
FOR BOTH OUTSIDE
KEYED LOCKS AND
INSIDE SLIDE BOLT
LOCK OPTIONS, SEE
LAYOUT OF EACH
LOCK ON BOTTOM
OF THIS PAGE.
END
STILE
LOCK
BAR
GUIDE
LOCK BAR
ENGAGES IN
TRACK ON
OUTSIDE KEYED LOCK EACH SIDE
LOCK EAR LOCKING OF DOOR.
CONFORMS TO SFBC 3603.2
END —d.
STILE
1
Building Products
Company
REV
3
4
5
6
DATE
5/94
6/95
9/95
10/95
DESCRIPTDDN
LOCK NOTE REVISED
ADD LAYOUTS, LOCK NOTES, AND VENTS
ADD MAX. VENT SIZE NOTE
CHANGES TO PAGE 2
r END STILES ATTACHED TO DOOR SKIN
/ V WITH PATENTED TOG —L —LOC SYSTEM
(TOP, BOTTOM, & CENTER)
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTICLN
CONFORMS TO SFBC 3603.2
INSIDE ELEVATION (SCALE: 1/2" = 1')
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET
SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 — 4800
(3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG —L —LOC
(TOP Sc BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER)
PAGE 1 OF 2
INSIDE ELEVATIONS
A
THIS DOOR HAS A DESIGN PRESSURE
OF +46.0 PSF & —4-8.0 PSF AND A
TEST PRESSURE OF + 69.0 PSF &
—72.0 PSF.
DATE.
2/17/94
DRAVN BY, MWW
CHECKED BY
PLOT 1 =24
* — SECTIONS ARE NUMBERED
STARTING AT THE BOTTOM
NOTE 1;
DOORS UP TO 7' -0" HIGH CONSIST OF
(4) SECTIONS.
DOORS OVER 7' —O" HIGH CONSIST OF
(5) SECTIONS.
NOTE 2: SUPPORTING STRUCTURAL
ELEMENTS SHALL BF DFSICNED BY A
REGISTERED PROFESSIONAL ENGINEER
FOR WIND LOADS SHOWN ON THIS
DRAWING.
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARDING
GARAGE DOORS WITH
5/8" MIN. ENGAGEMENT.
FOR BOTH OUTSIDE
KEYED LOCKS AND
INSIDE SLIDE BOLT
LOCK OPTIONS, SEE
LAYOUT OF EACH
LOCK ON BOTTOM
OF THIS PAGE.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATFILb �.. - �_ 1995 Br
PRODUCT DIV S ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO9. — 0$2i. oa
CLASSIFICATI@d
MANUFACTURED / PURCHASED
DE METRO DOOR MODELS:
78, 84A, 91, 93, 94
DRAVDC NUMBER
101182
DOOR
HEIGHT
"L"
BRACKET PLACEMENTS
"X1"
"X2"
"X3"
"X4"
6' -6"
70"
3-1/27
10"
35"
60"
7' -0"
76"
3-1/2"
10"
38"
66"
7' -6"
82"
3-1/2"
1 0'
34"
58"
8' -0"
88"
3-1/2"
10"
34"
58"
METRO MODELS 78 84A. 91. 93. 94 (24 GAUGE
24- GA. STEEL (MIN. YIELD STRENGTH: 30,000 PSI)
ALL EXTERIOR STEEL SKINS ARE COATED WITH G -60
• GALVANIZING, BAKED ON PRIMER, AND A BAKED —ON
POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN.
14 GA. END HINGE
SCALE 2" = 1'
PREPARATION OF JAMBS BY OTHERS,
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/16"x1 -1/2"
WOOD LAG SCREW PER BRACKET.
(4) #14 SHEET METAL SCREWS
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT
REINFORCED BLOCK WALL OR CONCRETE COLUMN
WITH 1/4 "x1 -3/4" EMBED TAPCON ® 12" 0.C. FOR
DOORS UP TO 9' -0" WIDE.
2" GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH TWO
1/4"x5/8" BOLTS & NUTS .QR
TWO 1/4" RIVETS.
JAMB CONFIGURATION
SCALE 2" = 1'
(4) 1/4" DIA. SELF TAPPING SCREWS
14 GA. INTERMEDIATE HINGE
SCALE 2" = 1'
BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE
AND REINFORCED WITH #5 BARS EXTENDING INTO FOOTING
AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS
FROM TIE BEAMS TO FOOTING.
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
18 GA. MIN. GALV. STEEL END STILE
I-- 2" THICK
20 GA. MIN. GALV. STEEL INTER. STILE
2" STEEL ROLLER.
1
SHIP LAP JOINTS.
14 GA. GALV. STEEL CENTER HINGE
FASTENED TO CENTER STILE w/(4)
EACH #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL END HINGE
FASTENED TO END STILES W /(4) EACH
#14x5/8" SHEET METAL SCREWS & (4)
1/4" SELF TAPPING SCREWS.
SECTION A —i■
• SCALE 2" = 1_
12 GA. GAI V. S1EEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
#14x5/8" SHEET METAL
SCREWS.
14 GA. GALV. STEEL
END =
FASTENED TO END HINGE. EACH
STILES W/(4) # 14x5/8"
SHEET :METAL SCREWS cc
& (4) 1/4" SELF
TAPPINC SCREWS.
II
LT,
3" TALL x 20 GA. GALV.
STEEL U —BAR. 1W0 PER
DOOR SEC'T'ION. ATTACHED
WTTH 1/4" SELF TAPPING
SCREWS. (2) SCREWS
AT EACH END AND
INTERMED. STILE
LOCATION.
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
to 0
Building Products
Company
z
z
w
a
0
"X4"
"X3"
1
"
"X1"
REV
3
4
5
6
DATE
5/94
6/95
9/95
1 0/95
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1 -1/2" WOOD LAG SCREW..
TRACK CONFIGURATION
SCALE 1/2" = 1'
PAGE 2 OF 2
CONSTRUCTION DETAILS
2" GALV. STEEL TRACK,
TRACK THICKNESS: .060"
SCALE. PLOT 1 =24
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET
SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 — 4800
DRAWN BY. MWW
CNECxED DT.
DATE.
2/17/94
DESCRIPTION
CHANGES TO PAGE 1
CHANGES TO PAGE 1
CHANGES TO PAGE 1
DELETE REFERENCES TO 16'W DOORS
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT) -- \ ,4
TYP. 2-1/2" x12 GA. GALV. STEEL TRACK BRACKET.
THIS DOOR HAS A DESIGN PRESSURE
OF +46.0 PSF & —48.0 PSF AND A
TEST PRESSURE OF + 69.0 PSF &
—72.0 PSF.
B
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
OAT E��Q F ER � 19q _
CLASSIFICATION.
DESCRD'TI°» METRO DOOR MODELS:
78, 84A, 91, 93, 94
PRODUCT CONTROL DIV:S10N
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NoR5
IW ACTURED / PURCHASED
CRAVING NUMBER.
101182
TWA
6
APPROVED
BY
DATE
ZONING
STRUCTURAL
ELECTRICAL
PLUMBING
MECHANICAL
ROf.)FNG
1
,
j/
BLDG. OFF.:ICIAL
VO
lailii
SUBJECT TO CiiMaiiV!CE Wirri ALL F3 ERAL, STATE AND COUNTY
RULES IC:iD RECLATOS.
MIAMI SHORES MACE:AS-SU:FS !‘:0 RESF'ONSIBILIT:ES FOR ACCURACY
of, CR "i:S1J_TS FRE THESE PLS.
COMP! WINCE V.Cli WE Satrii: FL BUILDING CODE AS ADOPTED BY
E[) 1-E AP,cHITECT, ,•,i2IL;.)ER & SUB
XfiCIVAIDGE. OF ALL 6 L:ILZING
I PEGUY1:0-1;:li)idi; l - . :- 4 :. .r.,. ECiFiCALLY NDIGATED HEi.
WHAM SHORES VOLLAGE
Introduction
Instructions
Model No.: 94
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).
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
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
building (or house) with a 80' x 30' floor plan, has a minimum
building dimension of 30'.
5. Measure the distance from the corner of the building to the
nearest edge of the door opening. The nearer the door opening
to a corner, the higher the negative design wind load. 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
Homeowner: Pauline MENDES
354 N.E. 91 Street
Street Address:
City: Miami Shores State: Fla. Zip
ApprovalNo9 0821.02 Revises # 95- 0317.01
1 - Each - 8 x 7 # 94
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: Single car doors up to 9'0" wide x 8'0" high
Measurement
II
(in Feet)
Minimum
Building
Dimension
35
35
35
35 ..
35
50...,
50
50
50 >;
50
5Q '
50 .
Measurement
N
(in Feet)
Distance From
Corner of Building
to Edge of Opening
1.5
2.5
1.0
2.0
3.0
3 5 > & ;€tirer >
1.0
2.0
3.0
4.0 & Over
1.5
2.5
3.5
4.5
.............. ...............................
Measurement
IIII
(in Feet)
End
Zone
Dimension
3.0
3.5
3.5
3.5
4.0
4.0
4.0
4.0
5.0
5.0
5.0
5.0
Measurement
"D"
(in Feet)
Amount of
Opening in
End Zone
1.5
0.5
2.5
1.5
0.5
3.0
2.0
1.0
0.0
3.5
2.5
1.5
0.5
Resultant
Minimum
Positive
Design
Load
(in PSF)
39.9
39.9
39.9
39.9
39.9
•
39.9
39.9
39.9
39.9
39.9
39.9
39.9
39.9
Resultant
Minimum
Negative
Design
Load
(in PSF)
440 :. >:.;:.
-43.1
-44.8
-44.0
-43.1
-45.3
-44.4
-43.5
-42.6
-45.7
-44.8
-44.0
-43.1
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 8'Wx8'H. This calculation does not address the
the supporting structure. An approximate 8% reduction in design loads is allowed if roof slope is 10 degrees or less.
MEASUREMENT
DISTANCE FROM
CORNER OF BUILDING
TO EDGE OF OPENING
MEASUREMENT 'Cr
AMOUNT OF OPENING
IN END ZONE
MEAN ROOF
HEIGHT
MEASUREMENT 'C
END ZONE `' DOOR OPENING CAN
DIMENSION // BE IN EITHER LOCATION.
MEASUREMENT "A
MINIMUM
BUILDING
DIMENSION
4/1/96
(Type All Numbers) 30 ' +
Measurement "A ":
Measurement "B ":
24
24"
Measurement "C ":
24"
Measurement "D ":
Positive Design Load: 39.9
Negative De.Jigrr Load: - 44.4
PECHART.XLS
Lropay Corporation,
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 manufacturer's production facilities and a notarized statement from the manufacturer that
only coils with a yield strength of 30,000 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 Date
HETI 94-47 4/15/94
Calculations Date Signature
Al Farooq Corp. 5/5/94 A. Farooq, P.E.
Drawing Number Last Revision
Clopay B.P.Co. 101182 9/95
ACCEPTANCE No.: 95- 0821.02 •
APPROVED ; NOV 0 7 ' 1995
EXPIRES ; JUL 2 5 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Drawing Ref.
101182 pages 1 & 2
-2b-
Signature
A. Vigar, P.E.
Signature
H.W. Westerfield
Candi o Font, PE Plans Examiner
Product Control Division
ACCEPTANCE NO.: 95- 0821.02
APPROVED : NOV 0 7 1 .995
EXPIRES . JUL 2 5 1997
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. 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 (S)
years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: . "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 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 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 times. The
copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3.
Items 10, 11 & 12 listed below only apply to glazed products
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of thi§ unit, a separate Acceptance for mullions is required -from the Product Control Section.
1 I . The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame,
shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6"
from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the
one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this
approval for sizes of fasteners used in testing.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Pre t, Chapter 36 of the
South Florida Building Code.
Candido Font, P.E. Plans Examiner
Product Control Division
END OF THIS ACCEPTANCE
-3-
METRO•DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Clopay Corporation
312 Walnut St.
Cincinnati,
OH 45202_.
Your application for Product Approval of:
24 ga. Galvanized Steel Sectional Garage Door 9' 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 bv:
applicant. 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.:95- 0821.02 (Revises No.: 95- 0317.01)
Expires:07 /25/97
Approved: 11 /02/95
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING. CODE COMPLIANCE OFFICE
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rod guez
Product Control Supervisor
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.
Director
Building Code Compliance Dept.
Metropolitan Dade County
R7717
SKIN
END
STILE
CENTER
STILE
END
HINGE
CENTER
HINGE
HORIZONTAL REINFORCEMENT
SHAPE FREQUENCY
12G.
24G.
18G
20G
14G
14G
20G U 1 /Section
Clopav Corporation ACCEPTANCE No.: 95- 0821.02
APPROVED : ti0V 0 2. 1995
EXPIRES : JUL 2 5 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
- 1.0 DESCRIPTION:
2.0 USE:
This approves sectional door 9' -0" wide x 6' -6" through 8' -0" high made out of steel, lock
forming quality (ASTM A527), a yield strength of 30,000 psi, a galvanized coating of G60
(ASTM A525) and finished with baked on polyester enamel. The door shall be constructed and
reinforced as detailed in the approved drawing 4101182 pages 1 & 2.
This approval includes 4 models which are the same door with the following difference:
Characteristic
Flush Panel
Smooth Texture
Wood Grain Texture
Wood Grain Texture & Painted
Model
78
91
93 or 83
94 or 84
This Door is approved for a maximum design pressure of =46psf & -48 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 Plans Examiner
Product Control Division
Clopav Corporation ACCEPTANCE No.: 95- 0821.02 •
APPROVED : NOV 0 2 1995
EXPIRES : JUL 2 5 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3.0 INSTALLATION:
The door shall be installed as shown on drawing 4101182 pages 1 & 2. Wood in contact with
concrete or cement shall be treated with an approved preservative as set forth in paragraph
2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the
South Florida Building Code. Installation of 2" x 6" wood jamb requires a 1/4" tapcon and 1".0
x 1/16" thick washer @ 12" o/c with a minimum embedment of 1 -1/2 into 3000 psi (minimum)
concrete or into 2000 psi grout filled concrete block. Installation of track requires a 5/16 x 1 1/2
lag screw per bracket (5 brackets minimum) with a minimum embedment of 1 3/8 into PT
Wood Jamb.
4.0 CONDITIONS OF USE:
Application for Building Permit shall be accompanied by duplicate prints of the approved
drawing's 4101182 pages 1 & 2 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 shopdrawing shall bear the signature of the architect or engineer with the following
statement "The supporting structure has been designed for the forces on the approved
manufacturer's drawing.'
Application for Building Permit for replacement doors shall be accompanied by duplicate prints
of the approved drawing 4101182 pages 1 & 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.
5.0 LIMITATIONS:
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
-2a-
Candido Font, PE Plans Examiner
Product Control Division
Date
18 July 1 b
Legal Description Pc.aitZ 4e/Y (GJ S t2 K Historically Designated: Yes No ✓
Owner/Lessee / Tenant Pauline M E N D E S Master Permit #
Owner's Address
Contracting Co.
Miami—Dade —Dade Garage Door Corp. . Address
Qualifier Orlando De La Pena SS# Phone 820 -3300
State # Municipal # Competency # 9413 S 0 0 2 0 3 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Remove Old Garage Door — Install New — up to Code door.
WORK DESCRIPTION
Square Ft. 56 S Q FT Estimated Cost (value) 515.00
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.
' e 1
Signature of owner and/or Condo President ate
otary as to Owner . 47r Con. o President Date
My Commission Expires:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
354 N.E. 91 Street, Miami Shores
WALTER DZIEDZIC
4 MY COMMISSION # CC390717 EXPIRES
Juy 7, 1998
Fr BONDED TNRU TROY FAIN INSUR.A cE, INC.
FEES: PERMIT "/o. 0 0 RADON
354 N.E. 91 Street Tax Folio / / 0.ZoG -O/ r — 02_2_0
C.C.F. . .50
NOTARY
APPROVED: d�
Zoning Building '1 /11)
g g
Mechanical Plumbing
Phone 754 -5193
Electrical
My Commission Expires:
;"!ALTER DZIEDZIC
MY COMMISSION # CC390717 EXPIRES
July 7, 1998
; r te ` -ra'
BONDED TNRU TREY FAIN INSURANCE, INC.
„�
TOTAL DUE yo . 0
Engineering