ACT-19-112Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
i[) QL—L
N, C
- 11-5 lm-[� [it
Permit No.: ACT-01-19-112
Permit Type: Awnings/Canopies/Tents
Work Classification: New
Permit Status: Approved
Issue Date: 02/14/2019 L.Expiration: 08/13/2019
Location Address Parcel Number
100 NE 92ND ST, Miami Shores, FL 33138 1132060133290
Contacts
BRENDA KRAVEC Owner FABIS GROUP CORPORATION Contractor
2455 E SUNRISE BLVD 1000, FORT LAUDERDALE, FL 33304 JOSE LATELLA
Other: 7862822104 8231 NW 66 ST, MIAMI, FL 33166
Business: 3057183638
Inspection Description: NEW RETRACTABLE AWNING Valuation: $ 5,810.00 Inspection Requests:
4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$2.61
DCA Fee
$2.00
Education Surcharge
$1.20
Permit Fee
$124.30
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$4.36
Total:
$277.07
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$277.07
Credit Card
02/14/2019 $227.07
Credit Card
01/16/2019 $50.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWN AFFIDAV� I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regu( ti g c string. Futhermore, I authorize the above named contractor to do the work stated.
Owner / Applicant / Contractor / Agent
Date
February 14, 2019 Page 2 of 2
Miami Shores Village
RECEIVED
Building Department JAN161019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 _f
Tel: (305) 795-2204 Fax: (305) 756-8972 + 1
INSPECTION LINE PHONE NUMBER: (305) 762-4949 �X
FBC 01-4
BUILDING Master Permit No. RCt In --I ` 1Z
PERMIT APPLICATION Sub Permit No.
dBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION []RENEWAL
❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [-]CANCELLATION [:]SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: i 00 A) E '� 2- 4+
City: Miami Shores County: Miami Dade Zia: 33 (3 8
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Brw "' K1r'de C_ Phone#:
Address: lDO N EII. q ;�_ S-f
City: W'CL"; SVia r.LS State: Zip: 3 31 3 8
Tenant/Lessee Name: Phone#:
Email: 6r-e.A KraVe c-
CONTRACTOR: Company Name: T VJ i s group l�Dyc.r� Phone#:ogo'S '118 - 3b 3 8
Address: B 2-� 1 P W (o to tk ! '
City: i A.M State: Zip:
Qualifier Name: e eL Phone#:N-A? 3$
State Certification or Registration #: Certificate of Competency #: 1 S d S 00 $ $ J5
DESIGNER: Architect/Engineer: Z E A i ne.e.r J� LLB'_ Phone#: (-7Sq) 2 7y — 244 2-1
Z
Value of Work for this Permit: $_ S I B 1 -00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration Ej New ❑ Repair/Replace
Description of Work:
Specify color of color thru tile:
Submittal Fee
Scanning Fee $
Technology Fee $
Structural Reviews $
Permit Fee $
Radon Fee $
Training/Education Fee $
A
CCF
DBPR $
_F Zip: 33.11. Io
❑ Demolition
CO/CC $
Notary $
Double Fee $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ - -
Bonding Company's Name (If applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City State
Zip
Zip
Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
Inspection will not be approved and a reinspection fee will be charged. I'll
Signature
WNER or AGENT
The foregoing Instrum71vv—'e
was acknowledged before me this
rl`/ day of 20 , by
who is personally known to
me or who has produced
as
The fore oing irystru ent waL'acknowledged before me this
day o -A L,tc-L 20 by
who is personally known to
me or who has produced /�e- L 3VO ZiZ0 - as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLI
Sign: Sign:
Notary Public State of Florida
Print: Print:
Caridad Y Suarez My Commission GG 273120
Seal Y'% MyCommissionGG273120 Seal:aw Expires7013112022
Expires 10131/2022
#tttttititittittt#rtttitttttrttr rr •r♦ ittirirrrrriirtrrrristtirtiriiirtiitirtriiiriirrrrttirirrrlrrrrrrrir
APPROVED BY Plans Examiner tj �3 Zoning
0 Structural Review Clerk
(RevIsed02/24/2014)
1/16/2019 Property Search Application - Miami -Dade County
OFFICE OF THE PROPERVY AP"Fal"RAISER
�.
Summary Report
Property Information
Folio:
11-3206-013-3290
Property Address:
100 NE 92 ST
Miami Shores, FL 33138-2814
Owner
SCOTT DAVID ALEXANDER
BRENDA KRAVEC
Mailing Address
2455 E SUNRISE BLVD 1000
FORT LAUDERDALE, FL 33304 USA
PA Primary Zone
1000 SGL FAMILY- 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
2,341 Sq.Ft
Living Area
2,141 Sq.Ft
Adjusted Area
2,148 Sq.Ft
Lot Size
13,000 Sq.Ft
Year Built
1951
Assessment Information
Year
2018
2017
2016
Land Value
$324,852
$324,852
$324,852
Building Value
$149,501
$149,501
$149,501
XF Value
$20,777
$20,948
$21,142
Market Value
$495,130
$495,301
$495,495
Assessed Value
1 $412,445
$403,962
$395,654
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes Cap
Assessment Reduction
$82,685
$91,339
$99,841
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
te: Not all benefits are applicable to all Taxable Values (i.e. County, School
ard, City, Regional).
f
(Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOTS 13 & 14 BLK 24
LOT SIZE IRREGULAR
OR 21141-3026 03 2003 1
COC 26521-4730 07 2008 3
Generated On : 1/16/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$362,445
$353,962
$345,654
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$387,445
$378,962
$370,654
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $362,445
$353,962
$345,654
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $362,445
$353,962
$345,654
Sales Information
Previous
OPage Book-
Price
Qualification Description
Sale
03/05/2018
$625,000
30894-4410
Qual by exam of deed
10/31/2014
$550,000
29416-1397
Qual by exam of deed
10/31/2014
$100
29969-0239
Corrective, tax or QCD; min
consideration
12/29/2012
$0
28443-1261
Corrective, tax or QCD; min
consideration
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
ALwn'Oe
•�� FABIS AWV" � — AD �' Estimate ❑ Work Order
J� - '-v IN THE USA
Rectractable Awnings a7�eX
CUSTOMER
NAME: rf-A &c,
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ADDRESS:
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PHONE:
EMAIL
ADDRESS:
PRODUCT
OTY
COLOR / MATERIAL
WIIDTH
PROJECTION
AREA
B
Af
C
D
E
F
G
H
<:
�E:
CONTROLS:
MANUAL:
MOTOR:
INSTALLATION TYPE
(fOP, WALL):
NOTES:
PRODUCT PRICE $
EXTRAS
INSTALLATION
COST
UNIT PRICE
TOTAL
A
B
C
D
E
F
G
H
METHOD DEPOSIT: FINAL c
OF PAYMENT: I D -O D TOTAL: 5 8 I O• D()
CREDIT CARD # EXPIRATION
CHECK # DATE:
SALES PERSON ( CUSTOMER
NAME & SIGNATURE: l \ SIGNATURE:
r
�INWEYM0. b•OOOJ77i!
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THE CANVAS AND OR FABRIC MUST BE DESIGNED TO BE READILY AND
COMPLETELY REMOVED DURING PERIODS OF HIGH WIND VELOCITY.
REMOVABLE CANVAS OR FABRIC MUST BE COMPLETELY REMOVED
WHEN WIND SPEED APPROACH AND/OR EXCEED TO 25 MPH (20.11 M/S)
AND/OR AS DESIGNATED BY U.S. WEATHER BUREAU AS BEING A
HURRICANE WARNING OR ALERT.
THIS FABRIC -COVERED STRUCTURE (CANOPY) WILL NEED A QUICK
• REMOVAL OR BREAKAWAY FABRIC AT WIND VELOCITIES EQUAL TO OR
GREATER THAN 25 MPH (ACCORDING TO FBC 2017 3105.4.2.1)
A HIGH WIND VELOCITY WARNING MUST BE POSTED WITH LEGIBLE AND
READILY VISIBLE SIGN OR DECAL INSTRUCTIONS TO THE OWNER OR
TENANT TO REMOVE COMPLETELY THE CANVAS OR FABRIC DURING
SUCH PERIODS OR TIME.
THE CANVAS OR FABRIC USED FOR AWNINGS OR FABRIC -COVERED 10f,0"
FRAMES SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701 i
91
2'
DARD CRANK
911
RcCr" !.
RECEIVED
JAN 16 2019
SEE DETAIL
A/SD-2
NOTES:
• , MAXIMUM WIND VELOCITY 25 MPH WITH AWNING IN OPEN
✓POSITION THIS AWNING IN CLOSED POSITION RESIST
175 MPH WIND VELOCITY.
• THE AWNING WILL BE RETRACTABLE AWNING BY SOLAIR
SHADE SOLUTIONS SEE PLANS FOR DETAILS
• RETRACTABLE AWNING SHALL BE IN CLOSE POSITION AT
25 MPH WIND VELOCITY
M' ■ # i
P
1 SHORES VILLAGE '
1
APPROVED
I
BY
DATE
ZONING
3
.
STKXTURAL
i 1ni)i
ELECTRICAL
PLUMBING
f
M6CHANICAL
I BLDG.
i
woo PRE
�,-UB1E O MPYMCE TH ALL FEDERAL
' A CO,U 134ES AND REGULATIONS
NOTES
RETRACTABLE AWNING MUST HAVE
A MANUAL CLOSE DEVICE.
SEE DETAIL STANDARD CRANK.
• •
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RETRACTABLE AWNING
15'-T' W X 11'-8" PROJ.
�
W/ 2 ARMS AND 4 BRACKETS
ISOMETRIC RETRACTABLE AWNING
SCALE 3/4"=1'-0"
NOTE:
-DESIGN LIMITED TO RETRACTABLE AVWMG
-ANY CORRECTIONS. INK MARKS, WHITE OUT
OR STWK4DNS HILL VOID THESE DRAWINGS
AND CALCULATIONS.
coPYRIONTIEnpYr
TM DOCUMENT IS THE MIOPERTY OF
IENGINEER AND SHALL NOT SE REPRODUCED W
WHOLE OR PART WITHOUT WRITTEN CONSENT
OF THE CERT•YING ENGINEER.
VALID FOR (1) PERMIT ONLY
Q
Juan C. Moreno
DATE 1243-MI8
SCALE AS
DESIGNED J.M. i
DRAWN J.M. v
DRAWING N0.
i - SD-1
SHEET 1 OF 4
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD.
DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS
ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE
AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND
STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE
BUILDING AND ITS COMPONENTS DURING ERECTION. OUR EXTENT
OF LIABILITY IS LIMITED TO THE AMOUNT OF THE ENGINEERING FEE.
DESIGN LOADS: ALUM. BRACKET
THE STRUCTURAL FRAMING WAS DESIGN USING THE FOLLOWING
F.B.C. 2017, AND THE FOLLOWING SUPER IMPOSED LOADS. 1 1/4 W (2) SS THRU BOLTS
WIND LOADS: 1/4 3/8" DIA. W/SS
WIND VELOCITY :25 MPH EXPOSURE CATEGORY : C WASHER & NUT
GCPI : +/- 0.18 KD : 0.85 %
IMPORTANCE FACTOR : 2.00 /
STRUCTURAL ALUMINUM:
THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM
ALLOY LOAD CARRYING MEMBERS.
COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND
DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS
OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN.
ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE
OTHERWISE.
ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION)
COVER WELDS WITH CORROSION RESISTANT COATING.
STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING
CODES: ALUMINUM DESIGN MANUAL.
ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS
ALL CONNECTION SHALL BE FULL WELDED (U.N.O.), WITH THE
STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356: UNLESS NOTICE
OTHERWISE.
ALL WELDING OF STRUCTURAL ALUMINUM MEMBER SHALL BE
PERFORMED BY CERTIFIED WELDERS.
ALL FASTENER SHALL BE SS SELF DRILLING FASTENERS BY
ITW-BUILDEX.
ALL ANCHOR TAPCON SHALL BE SS TAPCONS ANCHOR WITH
WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE
TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD.
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE
PROTECTED WITH ALKALI -RESISTANT COATING, SUCH AS HEAVY
BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE
LACQUER.
ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE
SHALL BE PROTECTED AS FOLLOWS:
1. PAINTING THE DISSIMILAR METAL WITH A PRIME COAT OF
ZINC -CHROMATE PRIMER OR OTHER SUITABLE PRIMER, FOLLOWED BY
ONE OR TWO COATS OF ALUMINUM METAL -AND -MASONRY PAINT OR
OTHER SUITABLE PROTECTIVE COATING, EXCLUDING THOSE
CONTAINING LEAD PIGMENTATION.
2. PAINTING THE DISSIMILAR METAL WITH A COATING OF A
HEAVY -BODIED BITUMINOUS PAINT.
3. PLACING A GOOD QUALITY CAULKING MATERIAL BETWEEN THE
ALUMINUM AND THE DISSIMILAR METAL.
4. APPLYING A NONABSORPTIVE TAPE OR GASKET.
5. HOT -DIP GALVANIZING OR ZINC -PLATING STEEL MEMBERS AFTER
FABRICATION.
WATER PROOFING AND ROOF REPAIRS ARE NOT PART OF IENGINEER
ALUM. PLATE
2-1/2" X 1/2"
EXIST.
PLYWOOD
7/16
TYP
SIDE VIEW
1'-3"
(2) ALUM.
PLATE 1" X 3/8"
SS LAG BOLTS 1 /4" DIA.
X 3" MIN. PENETRATION
1 /4
EXIST. WOOD
TRUSSES
NOTES:
MAXIMUM WIND VELOCITY 25 MPH WITH AWNING IN OPEN
POSITION THIS AWNING IN CLOSED POSITION RESIST
175 MPH WIND VELOCITY.
THE AWNING WILL BE RETRACTABLE AWNING BY SOLAIR
SHADE SOLUTIONS SEE PLANS FOR DETAILS
RETRACTABLE AWNING SHALL BE IN CLOSE POSITION AT
25 MPH WIND VELOCITY
4 ,
ISOMETRIC.OEW
•••:••
EXIST. WOOD
TRUSSES
FRONT VIEW
DETAIL "A"
SCALM '1"=1'-^"
GENERIC ISOMETRIC
SCALE: N.T.S.
NOTE:
43ESpN MUTED TO RETRAOTABIE AWRSNO
-ANY CORRECTNkIs, INK MARKS, WHITE OUT
OR STICKONS WLLL VOID THESE DRAIA NGS
AND CALCLRATO&
cOwRiOHT M"k -.
TINS DOCIRAENT IS THE PROPERTY OF
IENOINEER AND SMALL NOT BE REPRODUCED IN
VMME OR PART VATHOUTYAMEN CONSENT
OF THE CERTIFYING ENOwEER.
NO DATE
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Juan C. Moreno
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DATE 12Z 2018
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DRAWN J.M.
DRAWING NO.
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FL Reg P.E. # 69818
GATE 12.03-20te
.ALE A$ SHOWN W
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DESIGNED J.M.
DRAWN J.M. r,
NOTE:
-DESIGN LIMITED TO RETRACTABLE AVW04 DRAWING NO.
ANY CORRECTIONS, INK MARKS, WHITEOUT
F a1OR STICK-0NS HALL VOID THESE DRAVAANOS
AND CALCULATION&
THIS DOCUMENTC
PYMGH IEREDS-
V*40LE3
OI IEHNEER AND SHALL NOT BE REPRODUCED tH
OR PART VNTHOUT WRnTEN CONSENT
OF THE CERTFYINO ENGINEER SHEET 3 OF 4
16 28 20 NO DATE
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VALID FOR (1) PERMIT ONLY
MAX 11141 10
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Juan C. Morena
FL R P.E. # 6%18
ARM TOP VIEW DATE 12Z 2U19
SCALE AS SFIONM W
SCALE: NTS DESIGNED Y
J.M.
DRAWN-DEJ.M.
NOTE:
ANYIGN CORLNDEDTO RETRACTABLES,INKMRKS.YA OUT DRAWING NO.
.ANY DDRRECTIDNAINKp SD 4
OR STICWONS WILL VON) THESE DRAVANGS
AND CALCULATNHIS.
THIS DOCUMENT M THE PROPERTY OF
IENOINEER AND SHALL NOT BE REPRODUCED IN
1
VMOI.E OR PART VATHOUT WRITTEN CONSENT
OF THE CERTIFYING ENGINEER. SHEET 4 OF A
Consulting Engineering Services
8215 LAKE DR #6502 DORAL FL 33166
Phone (954) 274-2429; Fax (786) 545-7636
Web site: www.iengineerpllc.com; E-mail: juan0biengineerpllc.com
DATE: December 6,
PAGE V5
COVER_��FFT
STRUCTURAL Rr- IE T J1i11`A
APPROVED DA I_---!
2018 •
PROJECT: RETRACTABLE AWNING 15'-7" W X 11'-8" P
ADDRESS: 100 NE 92nd St, Miami Shores, FL 33138
CLIENT:
......
......
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•.....
M• •
This computation book contains manual and computerized structural calculations, certain
printed manufacturer's data and Computation pages are numbered 1 thru 5. Computations
were performed to the best of our knowledge according to sound and generally accepted
engineering principals and Code requirements, using nationally recognized computer
software and in-house developed software. Prior to commissioning Into service, the in-
house developed software was thoroughly checked by performing parallel manual
computations. The sign and seal provided herein are meant to cover all computation
sheets pages 1 through 5.
12- -2018
iEngineer PLLC, A #29119
Juan C. Moreno, F.L Reg. P.E # 69818
VALID ONLY FOR ONE (1) PERMIT ONLY.
VALID ONLY WITH RAISED PE SEAL.
-ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS.
V000:
U '1
Consulting Engineering Services
8215 LAKE DR #13502 DORAL FL 33166
Phone (954) 274-2429; Fax (786) 545-7636
Web site: www.ienaineerpllc.com; E-mail: juan(diengineerpllc.com
PAGE
INDEX
DESCRIPTION
PAGE
....
Wind Loads Calculations.
••••••1
:•••••
'.
Load analysis for connection design
,•••• 3
•,
:•...:
Thru bolt connection design
......4•,,:,•
.....
�•,
••:•..
Lag bolt connection design
••••..5
'
""'•
12-06- 18
Engineer PLLC, CA #29119
Juan C. Moreno, F.L Reg. P.E # 69818
VALID ONLY FOR ONE (1) PERMIT ONLY.
VALID ONLY WITH RAISED PE SEAL.
-ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS.
1/5
WIND LOAD DESING FOR CANVAS AWNING
ASCE 7-10 (C&C, h<60FT)
Z
= 15ft
V
= 25 mph RETRACTABLE AWNING WITH WIND SENSOR SET IT
UP TO 25MPH
(maximum velocity allowed in open position)
• 0.0
•
•
EXPOSURE
CATEGORY = "C"
'• •
•
Kit
= 1.0, Kd = 0.85, Kh = 0.85
•
• • : :
•
qh
= 0.00256 x Kit x Kd x Kh x VZ x I qh = 1.16 psf
090000
0 0 0 * 0 0
•
• 4,
....
Length
= 11.67 ft Width = 15.52 ft / 2 = 7.76 ft a
; • •; •
3ft .
Area
= Length x Width = 91 sf or Area = Length x Length /3 = 46 sf
.'.
•
ASCE 7-10 Figure 30.4-2A (PLEASE SEE NEXT PAGES)
•"
Roof Overhang Net Design Wind Pressure, pnet30 (psf)
P
= qh [(GCP)-(GCp,)] (30.4-1)
GCp
= -1.7 (ZONE 1H & 2H) GCpj _ +/- 0.18
P
= 1.16 [(-1.7)-(+0.18)] _ -2.18 PSF
P
= 1.16 [(-1.7)-(-0.18)] _ -1.76 PSF
Pdesign
= 2.18 psf
level
RETRACTABLE AWNING 100 NE 92nd St, Miami Shores, FL 33138 (ENGINEER PLLC
-CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDING
2/5
Figure 30.4-2A I External Pressure Coefficients,
Enclosed, Partially Enclosed Buildings
�Ut
10 100
-3.2
-3.0
-2.8
V -2.6
0 -2.4
C 2.2
? -2.0
-1.6
(� -1.4
i -1.2
= -1.0
-0.8
d -0.6
-a -0.4
` -0.2
2 0
Lj +0.2
+0.4
+0 6
h 5 60 ft.
Gable Roofs 9 S 7°
0
"rt'
h
fl- 10 •00100
U -3.2
C7
.; -3.0
-2.8 -2.8
Cs •2.6
-2.4
0 2.2
2.0
-1.8 LD .1.8
-1.7 '
1.4
1.1 .1.2
-0.9 C 1.0
N .0.8
+0.2
+0.3
L7 10 20 50 100 200 5001000
(0.1) (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (92.9)
Effective Wind Area, ft2 (rd )
LV 1
(0.1)
10 20 0 100 200 5001000
(0.9) (1.9)T(4,6) (9.3) (18.6) (46.5) (92.9)
Effective Windea, ft2 (m2 )
46sf
Notes:
1. Vertical scale denotes GCp to be used with qh.
2. Horizontal scale denotes effective wind area, in square feet (square meters).
3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively.
4. Each component shall be designed for maximum positive and negative pressures.
5. If a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 0 :5 70,
the negative values of GCp in Zone 3 shall be equal to those for Zone 2 and positive values of GCp in
Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1.
6. Values of GCp for roof overhangs include pressure contributions from both upper and lower surfaces.
7. Notation:
a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of
least horizontal dimension or 3 ft (0.9 m).
h: Eave height shall be used for 0 S 10°.
0: Angle of plane of roof from horizontal, in degrees.
336 RETRACTABLE AWNING 100 NE 92nd St, Miami Shores, FL 33138 IENGINEER PLLC
315
BRACKET CONNECTION LOAD ANALYSIS
WIND PRESSURE = 2.18 PSF
WIDTH = 15.58 FT
SPAN (L) = 11.67 FT
(LRFD)
W = WIND PRESSURE X WIDTH = 33.9644 LB/FT
V=WXL= 396 LB
M = W X L^2 / 2 = 2313 LB -FT = 27753 LB -IN
No. OF BRACKETS = 4
TOTAL V = 99 LB PER BRACKET
TOTAL M = 6938 LB -IN PER BRACKET
••••
....
•.....
0 •
.....
so
......
......
••••
(LRFD)
(LRFD)
TOTAL V = 59 LB PER BRACKET (ASD)
TOTAL M = 4163 LB -IN PER BRACKET (ASD)
m ,IIIUlllllll w
t
v
L
RETRACTABLE AWNING 100 NE 92nd St, Miami Shores, FL 33138 IENGINEER PLLC
4/5
SS ANCHOR BOLT CONNECTION (ASD)
• CONNECTION BETWEEN BRACKET TO ANGLE
APPLIED MOMENT = 4,163 LBS-FT (ASD)
SPACING BETWEEN BOLTS =
4 IN
APPLIED TENSION =
100 LBS
(ASD)
APPLIED TOTAL TENSION =
1,141 LBS
(ASD)
APPLIED TOTAL SHEAR =
60 LBS
(ASD)
SS THRU BOLT 3/8" DIAMETER AS PER ASCE 8-02 SS DESIGN
ALLOWABLE TENSION = 1,738 LBS
ALLOWABLE SHEAR = 1,043 LBS
1 SINGLE SHEAR OR 2 FOR DOUBLE SHEAR =
NUMBER OF BOLTS FOR TENSION =
NUMBER OF BOLTS FOR SHEAR =
APPLIED TENSION +
ALLOWABLE TENSION X NO. BOLTS
• y
1
....
2
•• ..
APPLIED SHEAR
�,� 0
ALLOWABLE SHEAR X NO. BOLTS" •
1,141 + 60 0.71
1738 1043
USE (2) SS THRU BOLT 3/8" DIA W/SS WASHER & NUT
< 1.0
RETRACTABLE AWNING 100 NE 92nd St, Miami Shores, FL 33138 IENGINEER PLLC
5/5
LAG BOLT DESIGN (ASD) NDS 2005 WIND UPWARD
CONNECTION BETWEEN ANGLE TO WOOD SUBSTRATE
APPLIED MOMENT =
4,163 LBS-FT
(ASD)
SPACING BETWEEN BOLTS =
12 IN
APPLIED TENSION =
60 LBS
(ASD)
APPLIED TOTAL TENSION =
407 LBS
(ASD)
APPLIED TOTAL SHEAR =
100 LBS
(ASD)
LAG BOLT 1/4" DIA. WOOD G=0.55 TABLE 11.2A & 11K
ALLOWABLE TENSION = 260 LBS PER IN (TABLE 11.2A) •
ALLOWABLE SHEAR = 160 LBS 1 (TABLE 11K) •
1 SINGLE SHEAR OR 2 FOR DOUBLE SHEAR =
NUMBER OF BOLTS FOR TENSION =
NUMBER OF BOLTS FOR SHEAR =
PENETRATION =
APPLIED TENSION +
ALLOWABLE TENSION X NO. ANCHOR(S)
......
....
1
2
•
3 IN
""• •
APPLIED SHEAR
••e 1b
ALLOWABLE SHEAR X NO. BOLTS
407 + 100
780 320
USE (2) LAG BOLT
1/4" DIA X 3 IN PENETRATION
0.83
< 1.0 OK
RETRACTABLE AWNING 100 NE 92nd St, Miami Shores, FL 33138 IENGINEER PLLC