1298 NE 100 St (6)/ //) PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
`4 Date 12DbJob Address (2 E loo Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant \ \ \ � ,�� \ ��N.. \ Master Permit # 94 6 3 0
Owner's Address \ Z� IV . 1 �� - rn csn, ` � �o C Phone j6 J - S — 20�]
Contracting Co. Y I ;flit; -F {{1¢4fIEl'L Address
Qualifie0 l.A _ l � k SS# Phone,' c; P>Zp -. �,OO
State # Municipal # Competency # (,4,1 Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one)• r i t DING CTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft. G t 2_
Si
No
� My
FEES: PERMIT S — D RADON
owner and/or C
r
-,
aP t i 14 Aff....d
as o 0 er and/or Condo
o sion Expires:
Vii•":fi OLGA L SANCHEZ
• A! : *: MY COMMISSION # CC 909837
p.� 4 ,1' EXPIRES: February 13, 2004
Bonded Thru Notary Public Underwriters
President Date
U,
C.C.F. /a NOTARY
Building Y 1 Q
C
Estimated Cost (value) 4. ti ( OO•
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.
M Y COMMISSION CC 909837
EXPIRES: February 13, 2004
P, f, Bonded Thru Notary Public Underwriters
Signa
No
My
BOND
TOTAL DUE S5 Z-
D
ate
APPROVED:
Zoning
Mechanical Plumbing Structural Engineer
Electrical
METRO METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563
(305) 375.2901
FAX (305) 375 -2908
Clopay Corporation
312 Walnut St., Suite 1600
Cincinnati OH 45202
Your application for Product Approval of:
'4 G,4. Sectional Door 9' Wide
:11der Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
vpes of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Clopay Building Products Co. drawing # 101702 -24, last revision on
07/08/97, signed and sealed by M. W. Westerfield P.E. (For complete 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.
•
i'his approval shall not be valid after the expiration date stated below. The Office of Code Compliance
:'serves the right to secure this product or material at anytime from ajobsite or manufacturer's plant for
; tiality 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
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
sich testing will be incurred by the manufacturer.
Acceptance No.:97- 0122.02 (Revises No.: 95- 0821.02)
Expires:08 /21/00
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
his 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.
: \pproved: 08 /21/97
Internet mail address: postmaster@buildingcodeonline.com
CONDITIONS
BUILDING CODE COMMITTEE
.r
PRODUCT CONTROL DIVISION
(305) 375-2902
FAX (305) 372-6339
Raul Rodriguez
Product Control Supervisor
Director
Building Codc Compliance Dept.
Metropolitan Dade County
Homepage: http : / /www.buildingcodeonline.com
Track
Skin
End Stile
Center
Stile
End
Hinge
Center
Hinge
Horizontal Reinforcement
Shape
Frequency
16 GA
24 GA
20 GA
20 GA
14 GA
18 GA
21/2" x 20 GA U
1/3` Section
2 /Other Section
Clopay Corporation ACCEPTANCE NO: 97- 0122.02
APPROVED : AUG 2 1 1997
EXPIRES : AU6 2 1 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1 .0 DESCRIPTION:
This approves sectional door 9" wide x 8' -0" through 6' -6 " high made out of steel, drawing quality
Grade 28,000 KSI (ASTM A525), galvanized coating of G60 (ASTM A525) and finished with baked
on polyester coating. The door shall be constructed and reinforced as detailed in the approved drawing
4101702 -24
2.0 USE:
This door is approved for a maximum design pressure of +42PSF and —48PSF 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.
ido Font, PE, Sr. Product Control Examiner
Product Control Division
Clopay Corporation ACCEPTANCE NO: 97- 0122.02
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 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 28,000 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 Report Test Date Signature
CTL #986 B ASTM E -8 12/16/96 R. Patel, PE
ATL #111201-96 PA 201, 202 & 203 11/13/97 W. Mehner, PE
Calculations
Mark W. Westerfield
Drawing
Clopay B.P., Co.
APPROVED : AE 2 1 1997
EXPIRES : AUG 2 1 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Date
01/10/97
Number Last Revision
101702 -24 07/08/97
-2 b-
Signature
M. W. Westerfield, PE
Product Control Division
Signature
M.W. Westerfield, PE
ido Font, PE, Sr. Product Control Examiner
Clopay Corporation ACCEPTANCE NO: 97- 0122.02
APPROVED : AUG 2 1 1997
EXPIRES : AU6 2 1 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3.0 INSTALLATION:
The door shall be installed as shown on Drawing #101702-24. 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' /4" x 33/4" ITW tapcon and 1" 0 x 1/16" thick washer @
8" from bottom & 16" o/c with a minimum embedment of 1'/4" into 2000 PSI (minimum) concrete or
grout filled concrete block. Or 3/8" x 4" Rawl Lok/bolt and 1" 0 x 1/16" thick washer @ 8" from
bottom and 24" o/c with a minimum embedment of 1 `` /2" into 2000 PSI (minimum) concrete or grout
filled concrete block. Installation of track requires a 5/16" x 1' /2 "wood lag screw at each track and flag
bracket @ as shown on Drawing #101702 -24 with a minimum embedment of 1- 1/16" into 0.55 SG
Southern Yellow Pine PT 2" x 6" wood jamb.
4.0 CONDITIONS OF USE:
Application for Building permit shall be accompanied by duplicate prints of the approved Drawing
#101702 -24 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
#101702-24 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
meet the use of Section 2 above.
-2a-
andido Font, PE, Sr. Product Control Examiner
Product Control Division
Clopav Corporation ACCEPTANCE NO : 97- 0122.02
AUG 2 1 1997
EXPIRES : BUG 2 1 200
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
APPROVED
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.
3. 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 professions.
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 purpose.
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.
'r. 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 engineer
need not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages I, 2, 2(a) through 2 (b) and this last page 3.
Items 10, 1 1 & 12 listed below only apply to glazed products
1 0. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple
installation of this unit, a separate Acceptance for mullions is required from the Product Control Section
11. The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of
fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, 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.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
Candido Font, PE, Sr. Product Control Examincr
Product Control Division
END OF THIS ACCEPTANCE
-3-
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION"
93
83
24 GA. STEEL SKIN; 18 GA. STEEL END STILES
94
84A
24 GA. STEEL SKIN: 18 GA. PAINTE:0 11 ll
DOOR
BRACKET PLACEMENTS
HEIGHT
"L"
"X1"
"X2"
"X3"
'X4'
6' -6"
70'
3 -1 2"
10'
35"
60"
7 " -0"
76"
3 -1 2"
10"
38"
66'
7
82;
3 -1
1 q
34"
51:
8' -0
88
/"
3 -1 2
10
34
58
MODELS 83, 84A, 93. 94
"X3"
"X 4"
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER)
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
AND URETHANE ADHESIVE (ALONG CENTER)
- -g A
LOCATION OF OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH 9' 0"
JNSIDE ELEVATION
X ..ii/
f- "X1"
TRACK CONFIGURATION
2" GALV. STEEL TRACK,
TRACK THICKNESS: .060"
NOTF 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWING.
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16'x1 -5/8" WOOD LAG SCREW..
r
. A
NOTE 1;
DOORS 6'6" HIGH CONSIST OF (4) SECTIONS; (2) OF 21" & (2) OF 18 ".
DOORS 7'0" HIGH CONSIST OF 4 SECTIONS; 4 OF 21'.
DOORS 7'6" HIGH CONSIST OF 5 SECTIONS; 5 OF 18'.
DOORS 8'0" HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18
TYP. 2 -1/2 "x12 GA. GALV. STEEL TRACK BRACKET.
SEE END HINGE
DETAIL
SEE INTERMED. HINGE
DETAIL
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8" MIN. ENGAGEMENT
OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
O
:1111 111 111
0
0
0
• - ALL DOOR MODELS ARE RAISED PANEL EMBOSS
2x6 WOOD JAMB
12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/16'x1 -5/8'
WOOD LAG SCREW PER BRACKET.
SUDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
_INSIDE SLIDE BOLT
LOCK OPTION
2' GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET 4 5/8 BOLT ATTACHED I O
& NUT 1).$
TWO 1/4" RIVETS.
JAMB CONFIGURATION
PRFPARATION OF JAMBS BY OTHFRS
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
TOG -L -LOC SYSTEM (TOP. BOTT011, & CENTER)
IINE INTERMEDIATE STILE BETWEEN EACH EMBOSS
01TACHED WITH TOG -L -LOC (TOP & BOTTOM)
.ND URETHANE ADHESIVE (ALONG CENTER)
11
111 - Ili lit 111 III iri - Crli
LOCATION OF OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 IN' '
MAX. DOOR WIDTH - 9' 0"
INSIDE ELE`. #I1014
OUT�Iu=
HANDL;:
2" STEEL ROLLER.
IN',ER.
;T LE
OUT'3pE KEYED LOCK
LOC'< BAR LOCKING
-- - A
Ill 111 Ill
UV rI 1 -r
•
c
y
- -.- A
STOP MOULDING BY DJOR
INSTALLER (TO SUIT
20 GA. MIN. GAL,. :;TEEL END STILE
20 GA. GAO'. STEEL INTER. STILE
•
0
END
STILE
LOCK
BAR
GUIDE
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
INTER. STILE
OUTSIDE
KEYED
HANDLE
. 18 GA. GALV. FASTENED TO CENTER STILE W /(4
EACH #14x5/8" SHEET METAL SCREWS.
7/16' PUSI-NUT INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED DOOR OPERATION.
14 GA. GALV. :.TEEL END HINGE
FASTENED TC END STILES W /(4) EACH
1/4"x3/4- SHEE
SEL TAPPING NG SCR WS. (4)
TWO POINT LOCKING
INTO TRACK PER
SFBc 3603.2
5/8 MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
14 GA. FND HINGE
END
STILE
24 GA. MIN. G -60 GALV. STEEL
(MIN. YIELD STRENGTH: 28 KSI,
DRAWING QUALITY) WITH PRIMER AND
BAKED -ON POLYESTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL
(4) #14x5/8' SHEET METAL SCREWS
(4) 1/4'x3/4' SELF TAPPING SCREWS
THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
# BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE 1/4'xI -3/4' EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM
AND 16" O.C., Q$ WITH 3/8 "x4" (1 -3/4" EMBED)
RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN E"
FROM BOTTOM AND 24' 0.C. .
7//h?
DESIGN ENGINEER:
MARK W. WESTERFIELD
FLORIDA REGISTRATION No. 48495
MECHANICAL ENGINEERING
i7
MTc
18 GA. INTFRMEDIATF HINGE
7 - 8 - 97 1 ADDED MAXIMUM VENT OPENING
-1 _ 2" THICK
SECTION A -A
12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
#14x5/8" SHEET METAL
SCREWS.
SHIP LAP JOINTS.
IICIP30,1■
14 GA. GALV. STEEL
END HINGE. EACH
FASTENED TO END
STILES W /(4) #14x5/8'
SHEET METAL SCREWS
& (4) 1/4" SELF
TAPPING SCREWS.
2- 1/4'x20 GA. GALV. STEEL
U -BAR. TWO U -BARS PER
SECTION, EXCEPT 3RD SECTION
WHICH HAS ONE U -BAR.
U -BARS MADE FROM 80 KSI
STEEL EACH U -BAR ATTACHED
W /(2) 1/4'x3/4" SELF
TAPPING SCREW PER STILE.
13 GA. GALV. STEEL BOTTOM
BRACKET. ATTACHED W /(2)
/14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
DESIGN LOADS: +42.0 PSF & -48.0 PSF.
TEST LOADS: +63.0 PSF & -72.0 PSF.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATF Z1 ,gG'1
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLI ANCE OFFICE
ACCEPTANCE NO, Q " 61 22.02-
Clopay
Building Products
Company
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET
SUITE 1600
CINCINNATI. OHIO 45202
(513) 381 - 4800
SCALL PLOT 1 -42
DUD 11/18/96
ouN1 m
WAY
0m211 m
0A$ rwrm. T cur
I I 9 x 8'0'H
mciw'll's DOOR MODELS:
83. 84A. 93, 94
B I
pavra 101001.
101702 -24
0
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 1Measurement Measurement Measurement
11611 " N
(in Fee) (in Feet) (in Feet)
Amount of
Opening in
End Zone
1.5 t,
(in Feet)
Minimum
Building
Dimension
30
•
35
2.0
35
35
3.0
1.0
MEASUREMENT "Er
DISTANCE FROM
CORNER OF BUILDING
TO EDGE OF OPENING
MEASUREMENT "C'
END ZONE
DIMENSION
Distance From
Comer of Building
to Edge of Openin
1.0
2.0
4.0 & Over
MEASI REMENT "D'
AMOUR OF OPENING
W EN) ZONE
End
Zone
Dimension
3.0
3.0
3.5
3.5
4.0
4.0
4.0
5.0
5.0
MEAN ROOF
HEIGHT
DOOR OPENING CAN
BE IN EITHER LOCATION.
MEASUREMENT 'A'
MINIMUM
BUILDING
DIMENSION
0.5
2.5
e .
3.5
4.0 3.0
2.0
1.0
0.0
5.0 3.5
1.5
0.5 '::
2.5
1.5
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
30'
24"
36"
24"
39.9
-43.5
These calculations are intended to cover the requirements of
Section 4.0 (Conditions of Use) in the Metro -Dade Notice of Acceptance.
Resultant
Minimum
Negative
Design
Load
in PS
•
-44.0
-43.1
-44.8
-44.0
-43.1
-45.3
-44.4
-43.5
-42.6
-45.7
-44.8
-44.0
- 43 .1 ':
....... ........................
• :::::::::::........ .....:::::::::::::::::::::. 39.9
4.5 5. ....:.: : : :.:.:::::::.;:. 05 <> :. >:.:::.;:::.;: >::;:: >:: »: »: >;:« 3 •.:;;: >:::::::: >:: :
These calculations are based on American Society of Civil Engineers Code ASCE 7-88 for Componen 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 8Wx8'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 Tess. .
(Type All Numbers)
Measurement "A ":
Measurement "B ":
Measurement "C ":
Measurement "D ":
Positive Design Load:
Negative Design Load:
PECHART.XLS
Introduction
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
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 (Type Only):
Homeowner: Martha Hay
Street Address: 1298 N.E. 100th St
City:
Miami Shores
ASCE7 -88 CALCULATION METHOD
FOR GARAGE DOOR
DESIGN LOADS
State: FL Zip: 33138
Model No 94 Approval No.: 97 0122.02
FOR CLOPAY
GARAGE DOORS ONLY