1160 NE 91 Terr (9)Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -110
Printed: 2/4/2004
Applicant: FRANK CERAOLO
Owner: CERAOLO FRANK
JOB ADDRESS: 1160 NE 91 TERR
Contractor BUSHER GEORGE STAMPED CONCRETE INContractor's Address: 8773 SW 133 ST
Local Phone: 305 - 255 -3838
Parcel # 1132050010450
Signed:
Building Permit
Page 1 of 1
Legal Description: WATERSEDGE PB 9 -141 ELY3OFT OF LOT 20 & ALL LOT 21 & WLY5FT LOT
Fees: Description Amount
FEE2004 -1050 Building Fee $110.00
FEE2004 -1051 CCF $2.40
FEE2004 -1052 Training and Education Fee $0.80
FEE2004 -1056 Technology Fee $2.75
FEE2004 -1057 Scanning Fee $6.00
FEE2004 -1061 Builders Bond $300.00
Total Fees: $421.95
et 04
Permit Status: APPROVED Permit Expiration: 7/28/2004 Construction Value: $4,000.00
Work: INSTALL BRICK PAVER DRIVEWAY
(INSPECTOR)
Total Fees: $421.95 (01
Total Receipts: 00
31I.CAS _
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY
WHEREAS, U� /'AN)L C e ,-cio �[)
(owner)
following described property:
Legal description/folio#: 5 — (i9S
Lot Z Z
Tax Folio R:
requests permission to install:
Thiami SIior
Block Subdivision
sphalt, concrete, brick pavers
[ ] Landscaping
[ ] Other
within the public road right of way of //60 / 9/ e/
10050 N.E. SECOND AVE.
MIAMI SHORES. FLORIDA 33138 - 2382
Telephone: (305) 795 - 2207
Fax: (305)_756 -8972
, hereinafter referred to as the Owner of the
(address)
IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows:
pktuECvfFy
A PPR0 ti
•
1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right
of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said
items within public right of way including restoration of street by reason of the Owner's failure to do so,
such expense shall be paid by the Owner or shall constitute a lien against the above described property
until paid.
2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from
any and all liability, which may rise by virtue of permitting the installation of these items within the public
right of way.
3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days
notice by the Village to do so. Failure to comply with this notice will result in the Village causing the
item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all
costs incurred in the removal and disposal of the item(s).
4. The undersigned further agrees that these conditions shall be deemed a covenant running with die land and
shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such
time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida
by the Village Manager of Miami Shores Village (or his fully authorized representative).
SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this day of .�
SIGNED. SEALED AND DELIVERED in the present
MNNssa Leq Blackwell . ; My Commission
° dddPPP DD202089
i
a w Expires April 10. 2007
X- I,
Lot:
Legal Description:
X Applicant
Comments:
r
1'
APPLICATION FOR CEITIFICATE OF RE- OCCUPANCY
to re- occupy the single family residence known as : (address)
� 1 b ( frlrctce
I hereby certify that I understand that the zoning. of the property is for single - famly residential use
and that it is unlawful for more than one family to reside therein. I also understand that any
Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the
referenced property is being used for single - family purposes and that such Certificate does not
constitute any representation, warranty or certification as to the condition of the dwelling or other
structures on s , property.
Print Name
For purposes of conducting the inspection required by Section 902 of the Mani Shores Land
Development and Zoning Code, please contact:
i ' -$72 S
Contact Name: Telephone: 3) - 3/ f 3 r r+7"
Buyer Seller Realtor Company Name
Application Fee ($50) paid: Cash Check No.
Block PB & PG:
PAGE 1 OF 2
, Miami Shores, Florida.
, hereby apply for a certificate
Dat
Inspected by: Approved Denied Dates' 7 L
On behalf of Miami Shores Village, Florida, the undersigned certifies that the property
described in the above application has been inspected for purposes of re- occupancy pursuant to
Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such
property may be re- occupied by the above applicant for single - family residential purposes.
CER i lr 'CATE OF RE- OCCUPANCY
By:
THIS CERI IrICATE VERIFIES THAT THE REFERENCED
PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES
VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY
COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE
MIAMI SHORES LAND AND DEVELOPMENT CODE
PERTAINING SOLELY TO THE REQUIREMENT THAT EACH
ONE - FAMILY DWELLING IS USED AND INTENDED TO BE
USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY;
HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY
REPRESENTATION OR WARRANTY AS TO THE CONDITION
OF THE DWELLING OR OTHER STRUCTURES ON THE
PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH
CONDITION, AND INTERESTED PERSONS ARE ADVISED AND
ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE
PREMISES IN ORDER TO DE.1 hRti [NE THE CONDITION,
THEREOF.
PAGE 2 OF 2
MIAMI SHORES VILLA FLORIDA
Date of Certification:
X I Ve4 11
to re-occupy the singllee family residence known as : (address)
l ib V /1)e ! ( �G -2 , Miami Shores, Florida.
Legal Description:
Lot: Block PB & PG:
I hereby certify that I understand that the zoning of the property is for single-family residential use
and that it is unlawful for more than one family to reside therein. I also understand that any
Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the
referenced property is being used for single-family purposes and that such Certificate does not
constitute any representation, warranty or certification as to the condition of the dwelling or other
structures on s property.
X Applicant Date
Print Name f
**************** �******* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * **
For purposes of conducting the inspection required by Section 902 of the Nfiami Shores Land
Development and Zoning Code, please contact:
Z S �r7
Contact Name: Telephone: 33 Ste' q-s - - 7/`( 3
Buyer Seller - Realtor Company Name
Application Fee (550) paid: Cash Check No.
Inspected by: Approved ( Denied Dateq f 2 --
Comments:
APPLICATION FOR CERTIFICATE OF RE OCCUPANCY
PAGE I OF 2
, hereby apply for a certificate
CERTIFICATE OF RE- OCCUPANCY
On behalf of Miami Shores Village, Florida, the undersigned certifies that the property
described in the above application has been inspected for purposes of re- occupancy pursuant to
Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such
property may be re- occupied by the above applicant for single- farndy residential purposes.
By:
THIS CER I Lt-ICATE VERIFIES THAT THE REFERENCED
PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES
VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY
COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE
MIAMI SHORES LAND AND DEVELOPMENT CODE
PERTAINING SOLELY TO THE REQUIREMENT THAT EACH
ONE-FAMILY DWELLING IS USED AND INTENDED TO BE
USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY;
HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY
REPRESENTATION OR WARRANTY AS TO THE CONDITION
OF THE DWELLING OR OTHER STRUCTURES ON THE
PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH
CONDITION, AND INTERESIEL PERSONS ARE ADVISED AND
ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE
PREMISES IN ORDER TO DE thR MLNE THE CONDITION,
THEREOF.
PAGE 2 OF 2
M CA:�II SHORES VILLA , FLORIDA
Date of Certification:
FRANK CERAOLO
(305)318 -3644
(786)439 -2739
p 0�
I
1(9/.6
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
nspection Number: INSP - 5568
Inspection Date: 01/10/2006
Inspector: Grande, Claudio
Owner: CERAOLO, FRANK
Job Address: 1160 91 Terrace NE
Project: <NONE>
Contractor:
Monday, January 9, 2006
Miami Shores Village, FL
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Cl.
Block:
Permit Number: RC- 1 -06 -72 l
Permit Type: Residential Construction
Inspection Type: Re Occupancy
Work Classification: Re- Occupancy
Phone Number
Parcel Number 1132050010450
Lot:
Page 2 of 2
(Rev. 10/02/03)
•
RE- OCCUPANCY 0y
APPLICATION +656'
Date
Property Address
City Miami Shores State
Applicant Na
Signature
Sign:
Print:
My Com
NOTARY PUBLIC:
Miami Shores Village
Building Departr9ryi
Contact Name FJ/ 4-o Le)
is
ernandez
# DD476455
SEP. 27, 2009
Bonded Thru Atlantic Bonding Co., Inc.
oc ID
Phone #
Buyer Seller ✓ Realtor ✓ Company Name
1/6 « _ q/C3 Tow G
M
050 N.E.2nd Avenue
hores, Florida 33138
Tel: (305) 795 -2204
Fax: (305) 756 -8972
No. RCOb -1 Z
36 S- 3/F
78b — y35 -z7�9
Fl zip 33/V - 3 V o
I hereby certify that I understand that the zoning of the property is for single- family residential use and
that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re-
Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is
being used for single- family purposes and that such Certificate does not constitute any representation,
warranty or certification as to the condition of the dwelling or other structures on the property.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate.
The foregoing instrument was acknowledged before me this q day of JAS , 20 C6 ,
b t-- lam. LOvho is personally known to me or who has
produced
as identification and who did take an oath.
Buil s . Officials Approval:
Re -Occ. $60.00 1
Notary $5.00
CCF $0.60
Total 6G _ CEO
'JAN 09 PAID
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION "
EINIMm
®d1Elaillmm
93
83
_
24 GA. STEEL SKIN; 18 GA. STEEL END
STILES
111911 11
94
84A
24 GA. STEEL SKIN: 18 GA. PAINTi;jz 11
II
DOOR
HEIGHT "L " mMIffilani
BRACKET PLACEMENTS
EINIMm
®d1Elaillmm
moraranumagannumomi
111911 11
®131m111 ®TEEN
Ilil IILI!
MODELS 83, 84A, 93, 94
0
o
c U
cc w
OU)
o
L
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8" MIN. ENGAGEMENT
OPPOSITE SIDES
F DOOR)
(SEE LOCK OPTIONS)
L"
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)
LOCATION OF OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 IN
MAX. DOOR WIDTH = 9' -0"
INSIDE EIIVAT10N
NOTE 1;
DOORS 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
NOTE 7; 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" W000 LAG SCREW..
TRACK CONFIGURATION
2' GALV. STEEL TRACK.
lc TRACK THICKNESS: .060"
A
A
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
TYP. 2 -1/2 "x12 GA GALV. STEEL TRACK BRACKET.
SEE END HINGE
DETAIL
SEE INTERMED. HINGE
DETAIL
•
0
0
O
1111
0
O
O
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.
2' GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/4"x5/8" BOLT & NUT QS
TWO 1/4" RIVETS.
JAMB CONFIGURATION
PREPARATION OF JAMBS NY OTHERS,
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER)
(INE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
.\NO URETHANE ADHESIVE (ALONG CENTER)
1
LOCATION OF OPTIONAL VENTS
MAXIMUM VENT OPENING: 60 IN'
MAX. DOOR WIDTH = 5 0"
INSIDE Fl riA11011
SUDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SI IDE BOLT
IOCK OPTION
- ALL DOOR MODELS ARE RAISED PANEL EMBOSS
1111 IIIII(
11
INTER.
7..T LE
OUTS DE
HANUL;
111 111 111
OUTSIDE KFYED IOCK
LOCK BAR LOCKING
111
A
r
A
L
END
STILE
LOCK
BAR
GUIDE
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
STOP MOULDING BY DDOR
INSTALLER (TO SUI
20 GA. MIN. CALV. :TEEL END STILE
20 GA. GALV. STEEL INTER. STILE
INTER. STILE
OUTSIDE
KEYED
HANDLE
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE 1V/(4)
EACH •14x5/8" SHEET METAL SCREWS.
7/16" PL'SFNUT INSTALLED ON ROLLER
SHAFT FOl JNRESTRICTED DOOR OPERATION.
14 GA. GALV !.TEEL END HINGE
FASTENED TC END STILES W /(4) EACH
#14x5/8"
/4" 3/4" ;EE SELT TAPPING
SCREWS. (4)
2" STEEL ROLLER.
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
TWO POINT LOCKING
INTO TRACK PER
SFBc 3603.2
5/8 MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
14 GA. END HINGE
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
#5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM
AND 16" 0.C.. QB WITH 3/8 "x4" (1 -3/4" EMBED)
RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN r
FROM BOTTOM AND 24' 0.C. `
Z
Building Products
Company
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%3/4" SELF TAPPING SCREWS
�y� � 7
//�'l (/ / f(��
DESIGN ENGINEER: %` J
MARK W. WESTERFIELD
FLORIDA REGISTRATION No. 48495
MECHANICAL ENGINEERING
18 GA. INTERMEDIATE HINGE
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET
SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 — 4800
DESIGN LOADS: +42.0 PSF & -48.0 PSF.
TEST LOADS: +63.0 PSF & -72.0 PSF.
:CALL
M14
MR
11 7 -8 -97
ADDED
I -- 2" THICK
OMNI m M•W
omo 0n
11/18/96
PLOT 1 -42
MAXIMUM VENT OPENING
SECTION A -A
12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
/14x5/8" SHEET METAL
SCREWS.
SHIP LAP JOINTS.
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%20 GA. GALV. STEEL
U -BAR. TWO U -BARS PER
SECTION, EXCEPT 3R0 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.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO, q U 1 2.0Z
amours
XWfU DOOR MODELS:
83, 84A, 93. 94
IIMVP4 NYCO
101702 -24
iaw 0xw sue.
9'O'W x 8'0"H
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 i me d s
e as the average height the roof, not the
g
h i h of h r o o h
9 g
peak of the roof. The eave height may be used for a roof
slope of less than f e t an 10 0
3. With the door size and mean roof height known, the appropriate
g �
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.
n im
g
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:
wPndy Rcincr /Paula XduLhuppulou
1160 N.E. 91 Terrace
Street Address:
Fla.
City: State: Z
Model No.: 94 Approval No.: 97 0122.02
Miami Shores
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
(in Feet)
Minimum
Building
Dimension
30
30
35
35
35
Measurement
(in Fee)
Distance From
Corner of Building
to Edge of Opening
1.5
2.5
4.5
Measurement
"C"
(in Feet)
End
Zone
Dimension
ANORWMMa
3.0
3.5
3.5
4.0
4.0
4.0
4.0
2.5 5.0
Measurement
"D"
(in Feet)
Amount of
Opening in
End Zone
0.5
2.5
1.5
0.5
..
3.0
2.0
1.0
0.0 ::::........
................
3.5 39 9 -45.7
Resultant
Minimum
Positive
Design
Load
In PSF)
39:
39 .9 ..,.,......
39.9 ::::....:.......
39.9
......
045Wem .
39.9
Resultant
Minimum
Negative
Design
Load
In F)
-44.0 ,.,.,.,....,:,,..
.::::.:..:............
-43.1
39.9
39.9
39.9
-44.8
-44.0
-43.1
-45.3
-44.4
-43.5
-42.6
:.:::.:::::::..:.......
-44.8
-44.0
.....' �`<:� ...:............ mss:::
5.0 ........................... 0.5 39.9 -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 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 less.
MEASUREMENT '9'
DISTANCE FROM
CORNER OF BUILDING
TO EDGE OF OPENING
11. DOOR OPENING CAN
BE IN EITHER LOCATION.
MEASUREMENT
END ZONE
DIMENSION
MEASIREMENT
AMOUI TT OF OPENING
IN ENO ZONE
MEAN ROOF
HEIGHT
MEASUREMENT "A'
MINIMUM
BUILDING
DIMENSION
(Type All Numbers)
Measurement "A ":
Measurement "B ":
Measurement "C ":
Measurement "D ":
Positive Design Load:
Negative Design Load:
30'
24"
24"
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. PECHART.XLS