DGT-11-20-2743, 150 NE 103rd StMiami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
150 NE 103RD ST, Miami Shores, FL 33138 1132060131740
Contacts
Mauricio Cruz Owner carolina rios Owner
150 NE 103 ST 150 NE 103RD ST, Miami Shores, FL 33138
cruzmauricio@gmail.com Home:9544716497
HOME OWNER Contractor
HOME OWNER
_.._. ......... ... ...._.... ......... ......... ...._... _........ . __ ... _ ........ ....................................
Inspection Requests:
Description: replacement of composite slabs of deck(on Valuation: $ 0.00 t : F Y
top) since they were breaking. no foundation being + "
replaced. Total Sq Feet: 0.00 a%ff ?Y�a
Fees
Amount
Application Fee - Other
$50.00
DBPR Fee
$2.00
DCA Fee
$2.00
Permit Fee
$50.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$2.50
Work Without Permit Fee
$100.00
Work Without Permit Fee - Plus $100
$100.00
Total:
$395.50
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$395.50
Credit Card
03/23/2021 $395.50
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.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating comer S�and zoning. Futhermore, I authorize the above named contractor to do the work stated.
3/z3/z-
Authorized Signature: Owner / Applicant / Contractor / Agent Date
March 23, 2021 Page 2 of 2
BUILDING
PERMIT APPLICATION
Miami Shores Village
RECEIVEL''
Building Department Nov 02020
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 BY:
INSPECTION LINE PHONE NUMBER: (305) 762-4949 UJ,(\1
FBC 201�' J
Master Permit NoDT- i 1-A- 2 7,$3
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 150 �4E I o-skl) S
City:' WII Miamii�Shores County: Miami Dade Zia: 3 313 2
Folio/Parcel#: 1\- J_0(0_ W 3 1 ly Is the Building Historically Designated: Yes �_ NO S
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): M ILIJU L!i2 CA"I PQrdh1QP as Phone#: q 5 y q � i G`i 9 �-
Address: 150 �JC lo3w 1 S!-
City: M i Q rAi S kof eS State: _Te_ Zip: 3
Tenant/Lessee Name:
Email: (21 U�_-MGI,I rucLD 40! 1MCuQ' CDY`I
CONTRACTOR: Company Name: 6Wrot .
Address:
City:
Qualifier Name:
State Certification or Registration #: ff
DESIGNER: Architect/Engineer: N I A
Phone#:
Phone#:
Phone#:
Certificate of Competency #:
Phone#:
Zip:
Address: City: State: Zip:
Value of Work for this Permit: $ 5, 0 d®VSD Square/Linear Footage of Work: 4 60S� Tt_
Type of Work: ❑ Addition ❑ Alteration SZ ❑ New L2 Repair/Replace ❑ Demolition
Description of Work: IG�C -".��G S 9 (��.C9i� �tSVI iroU MAjACg_ jkW
G.
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ OCF $ ` CO/CC
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
DBPR $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $,3e-:;7 S'
so —
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. 1 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. I 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.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
30 day of NOV , 20 20 , by
COlrQVI(A ?-i LS , who is personally known to
me or who has produced T-L 1�) t� as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
6-p—
Print: S� Lem eyay of
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20, by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: SELENA ARANDA Seal:
MY COMMISSION # GG 979705
o`= EXPIRES: March 22, 2024
Bonded ituu Notary Public UrAerwbre
APPROVED BY Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: vkL� DATE: DG 1 IZ020
ADDRESS: I ST N6 )D3' '� S-�`
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial0,4v
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial l //—
111
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial C�
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial L�
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial'
& I understand -that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
is my responsibility toiensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial C I —
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial C —
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.. /�
Initial _ '
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.mvfioridalicense.com/dbpr/pro/cilb/index,htm]
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
(5 t7 NC k Qb ( d � V-1 "s-'o-9 4� 3313 ii
Initial (_'Iel
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this 30 day of �40\j 120 20
By 00110 1 VCl Q'O S who was personally known to me or who has
Produced there License or
0
s identification.
SELENA ARANDA
MY COMMISSION # GG 971705
NOTARY EXPIRES: March 22, 2024
'Fo:F+4P: Bonded Thru Notary Public Underwriters
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
SURVEY AFFIDAVIT
STATE OF (FLORIDA)
COUNTY OF (DADE)
The undersigned Affiant, 0AL04VVk I`J�, does hereby attest that
(Property owner)
The attached survey, performed by GISSoaj'-- S
(Name of surveyor's company)
For address: 1 ; b O- 10'3 9-D SE ,
28
Performed on (date of survey) is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may affect final inspections as applicable to this or other permits.
Further, 6ffiant say eth
Property Ow
SWORN TO
nature
D SUBSCRIBED before me this _day of t40\1
�(�-t'D j I tl\G. Q 1 O S
Property Owner Print Name
Affiant is personally known to me, produced r� L `3Z, as identification.
---- Notary
SELENA
Revised on 5/22/20091 Revised on 6/12/09 ''fir•`: 1!Y C(IMISSION $ t�D 9T1705
EXPIRES: kbreh 22.2024
BMW ?!ru Notary Pubic 1Jwkmk"
~0�
FAX. (305) 262-0401
LAND SURVEYORS
SHEET No. 2 OF 2
BOUNDARYSURVEY
0
N.E. 103rd STREET
156 ASPHALT
Cf
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TILE
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EACROACHMENT NOTES
(A) North ude fthe Subject P-peM Concrete- Stab, Concrete Walk-.j and C..cret, Return
E-clw-chmgwo the Right of Way fN E Iard Srea
(8) Sonth side afthe Subject Property Chain Unklece Eivervocking into the 15f.1 Alky; W.,
, U., Ea,,aohi� i.,,A,, jeorproperty
SURVEYOR'S NOTE,
777 N.W. 72nd AVENUE SUITE 3025
TELEPHONE.'O5331
) 26 -0" J 0 H N I BARRA & ASS30C., INC. SUR1/EY No. 11- 002080.1
FAX: (305) 262-Ml
LAND SURVEYORS
DRAWN BY: KEViN SHEET No. t OF 2
PROPERTYADDRESS:
150 NE 103rd STREET
MIAMI SHORES, FL 33138
LEGAL DESCRIPTION:
LOT 8 AND THE WEST 1/2 OF LOT 7, BLOCK 13, OF AMENDED PLAT OF MIAMI SH RES. SECTION ONE, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 10. AT PAGE.70, OF THE PUBLIC R CORDS OF MIAMI-DADE COUNTY,
FLORIDA.
LOCATION
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CERTIFICATION:
MARIA C. MONTES
EXCLUSIVE TITLE COMPANY, INC.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
PHH HOME LOANS, LLC, O/BIA SUNBELT LENDING SERVICES AND THE SECRETARY OF
ITS SUCCESSORS AND OR ASSIGNS, AS THEIR INTEREST MAY APPEARS
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V/-GO-N11
CARLOS IBARM MATED£ FE D ACOTD
NO.: 6770 siATr nomA
Ms SMVEYIML BEARTIE EMBOSSED SELL CF TIEwTlESTMG
DEPARTMENT OF HUD,
LS N 6770
STATE OF
SEAL 1
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Mission:
To protect, promote & improve the health
of all people in Florida through integrated
state, county & community efforts.
Vision: To be the Healthiest State in the Nation
(A American Septic)
12555 Biscayne Boulevard Rm 970
Miami, FL 33181
RE: Contingency Letter
Application Document No: AP1632044
Centrax Permit Number: 13-SC-2243242
OSTDS Number:
150 NE 103 St
Miami, FL 33138
Lot:8 7 Block:13
Dear Applicant:
Ron DeSantis
Governor
Scott A. Rivkees, MD
State Surgeon General
• •
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March 03, 2021
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Subdivision: Miami Shores No. 1
This will acknowledge receipt of an application dated 02/19/2021 for a permit to use an existing
onsite sewage treatment and disposal system located on the above referenced property.
Reviewed on 03/03/2021. No objection for Wood Deck repair as per your Site Plan. NO
BEDROOM ADDITION. NO FLOW INCREASE.
From a review of your completed application, it has been determined that your existing system
appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for
use with the plans submitted to this office. If this system should fail, causing an unsanitary
condition to exist, steps must be taken to bring the system into compliance immediately.
Department approval of the system does not guarantee satisfactory performance for any specific
period of time. Any change in material facts which served as a basis for issuance of this approval
requires the applicant to modify the permit application. Such modification may result in this
approval being made null and void. Issuance of this approval does not exempt the applicant from
compliance with other Federal, State, or Local Permitting required for development of this
property.
If you have any questions on this matter, please call our office at (305) 623-3500.
Sincerely,
YUa ta,Serra.
Yliana Serra, Engineering Specialist li
Florida Department of Health www.FloridaHosith.gov
in DADE COUNTY TWITTER:HealthyFLA
1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHeafth
PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fidoh
e
STATE OF FLORIDA
DEPARTMENT OF HEALTH
APPLICATION FOR CONSTRUCTION PERMIT
Permit Application Number
,
---------------------------PART II - SITEPLAN----------------
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presen
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Notes: -iC41 OV a lv e- iY� del 1
Ex cS k4y- 0 cats >� On qo6A Cart A-ttDY\
_ r A r-
Site Plan sub t-4.
Plan Approved Not Approved Date
ByY1ia na�Se -ra County Health Department
03/03/2021
ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT
OH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4
(Stock Number: 5744-002-4015-6)
Notes: -iC41 OV a lv e- iY� del 1
Ex cS k4y- 0 cats >� On qo6A Cart A-ttDY\
_ r A r-
Site Plan sub t-4.
Plan Approved Not Approved Date
ByY1ia na�Se -ra County Health Department
03/03/2021
ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT
OH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4
(Stock Number: 5744-002-4015-6)
CARLOS M U LLER9 PE NO. REG. 20547
4001 SW 1 295 AVE. MIAMI, FLORIDA, 33175
TEL: 305-303-a075
NEW WOOD DECK
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Mauricio Cruz and Claudia Rios.
:•. •.
••••�•
1504 NE 103rd Street
'
Miami Shores, Florida, 33138
STRUCTURAL CALCULATION
as �\ C.. NSF`/.
* 05
,o T OF
FS.
NIQI
CARLOS MULLER, PE.
FL PROF. REG. 20547
PAGES
CARLOS M U LLER9 PE No. REG. 20547
4001 5W 1 295 AVE.
MIAMI, FLORIDA, 331 75 TEL: 305-303-8075
Project: New Wood Deck
Process No.:
INDEX
1- Design Criteria
2- Wind Load
3- Wood Connector Design
4- Wood Composite Board Design
5- Wood Joist Design
6- Wood Beam Design
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C ARLO S M U LLE R9 PE No. RES. 20547
4001 SW 1 295 AVE. MIAM1, FLORIDA9 331 75 TEL: 305-303-8075
Project: New Wood Deck.
Process No.:
Design Criteria
• Florida Building Code 2020, Seven Edition
• • • • •
• • • •; •
• Wind (House Addition)
ASCE 07-16
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o Wind Velocity 176 MPH
• • • •
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o Category II
••••
•••••
o Exposure C
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• Materials
• • •
•
o Concrete Strength at 28 days - 3000 PSI
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o Wood - Grade No 1 (Fb =1,200 PSI)
0
• Design Load
o Floor Loads
■ Live Load 40 PSF
■ Dead Load 20 PSF
• System 5 PSF (wood Joist at 16" O/C)
• Soil Capacity.
o As per visual inspection 2000 psf.
1
WIND02 v2-04
Detailed Wind Load Design (Method 2) per ASCE 7-16
Description: Wood Deck
Analysis by: L.A.H
Calculated Parameters
Type of Structure
Height/Least Horizontal Dim 0.31
Flexible Structure I No
Calculated Parameters
Importance Factor 1 1
Hurricane Prone Region (V>100 mph)
Table 6-2 Values
Alpha = 9.500
zg = 900.000
.. .
t=
••U 05
•
Bt =
...b000
Bm =
0.6 0
..
Cc =
4200
. ..
I =
00. 0
ft ....:.
Epsilon
=
0.200
min =
15.00
ft
Gust Factor Category 1 Rigid Structures - Simplified 'Method
Gust1
For rigid structures (Nat Freq > 1 Hz) use 0.85
1 0.85
Gust Factor Category ll: Rigid Structures - Complete Analysis
Zm
Zmin
15.00
ft
Izm
Cc * (33/z)^0.167
0.2281
Lzm
1*(zm/33)^Epsilon
427.06
ft
Q
(1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5
0.9297
Gust2
0.925*( 1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)
0.8880
Gust Factor Summary
G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85
WINDO2 v2-04
Detailed Wind Load Design (Method 2) per ASCE 7-16
Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi
Condition
Gcpi
Max +
Max -
Open Buildings
Partially Enclosed Buildings
Enclosed Buildings
0.00
0.55
0.18
0.00
-0.55
-0.18
Enclosed Buildings
0.18
-0.18
6.5.12.2.1 Design Wind Pressure - Buildings of All Heights•'
••••••
Elev
0
Kz
Kzt
qz
Ibtft^2
Pressure (lb/ft"2
Windward Wall*
+GCpi
-GCpi
15
0.85
1.00
53.24
26.62
45.79
••••••
•• ••
Fiaure 6-6 - External Pressure Coefficients, Co '
Loads on Main Wind -Force Resisting Systems IMethod 2)--•••
z
M
Variable
Formula
Value
Units
Kh
2.01*(15/zg)^(2/Alpha)
0.85
Kht
Topographic factor (Fig 6-4)
1.00
Qh
.00256*(V)^2*1*Kh*Kht*Kd
53.24
psf
Khcc
Qhcc
Comp & Clad: Table 6-3 Case 1
.00256*VA2*1*Khcc*Kht*Kd
0.85
53.24
psf
Wall Pressure Coefficients, Cp
Surface I Cp
Windward Wall (See Figure 6.5.12.2.1 for Pressures) 1 0.8
f
3
WIND02 v2-04
Detailed Wind Load Design (Method 2) per ASCE 7-16
Roof Pressure Coefficients, Cp
Roof Area (sq. ft.) -
Reduction Factor 1.00
Calculations for Wind Normal to 36 ft Face
Cp
Pressure (psf)
Additional Runs may be req'd for other wind directions
+GCpi
-GCpi
Leeward Walls (Wind Dir Normal to 36 ft wall)
-0.30
-22.97
-3.80
Leeward Walls (Wind Dir Normal to 75 ft wall)
-0.50
-32.21
-13.04
Side Walls
-0.70
-41.26
-22.10
Overhang Bottom (Applicable on Windward only)
0.80
36.20
36.20
Roof - Wind Normal to Ridge (Theta<10) - for Wind Normal to 36 ft face
Dist from Windward Edge: 0 ft to 22 ft - Max Cp
-0.18
-17.73
• .
Dist from Windward Edge: 0 ft to 5.5 ft - Min Cp
-0.90
-50.31
•t.4.f
.i31.1.5
Dist from Windward Edge: 5.5 ft to 11 ft - Min Cp
-0.90
-50.31
•.31.15
Dist from Windward Edge: 11 ft to 22 ft - Min Cp
-0.50
-32.21
•*3j04
Roof - Wind Parallel to Ridge (All Theta)
- for Wind Normal to 75 ft face • r r •
Dist from Windward Edge: 0 ft to 22 ft - Max Cp
-0.18
-17.73
0:11C4
Dist from Windward Edge: 0 ft to 5.5 ft - Min Cp
-0.90
-50.31
' *31 *15
Dist from Windward Edge: 5.5 ft to 11 ft - Min Cp
-0.90
-50.31
5435
Dist from Windward Edge: 11 ft to 22 ft - Min Cp
-0.50
-32.21
. -13.04
Dist from Windward Edge: > 22 ft
-0.30
-23.16
'.,-3.V
monzontat aistance from winawara eage
Figure 6-11 - External Pressure Coefficients, GCP
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
3t
2n , r, ,3e
--------------
2e' 1 2r
ar
a as
Gabled Roof
7 < Theta <= 45
rrr• •rr•r•
•• . •rr.rr
r• . .
.••...
•
...•..
4
WIND02 v2-04
Detailed Wind Load Design (Method 2) per ASCE 7-16
a = 3.6 ==> 1 3.60 ft
Double Click on anv data entry line to receive a help Screen
Component
width
(ft)
Span
(ft)
Area
(ft^2)
Zone
GCp
Max Min
Wind Press (Ibfft^2
Max Min
Joist 1
1
4.5
6.75
1 H
0.50
-0.90
26.62
-47.92
Joist 1
1
4.5
6.75
2H
0.50
-2.20
26.62
-117.13
Beam
4.5
4.5
20.25
1 H
0.44
-0.87
23.36
-46.29
Beam
4.5
4.5
20.25
2H
0.44
-2.20
23.36
-117.13
Footing
4.5
4.5
20.25
1H
0.44
-0.87
3.3
Footing
4.5
4.5
20.25
2H
0.44
-2.20
-456:
-117.13
0.00
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'••'.
0.00
••••••
•
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
••••
••••
••f••:
•• ••
• • •
• •
•
•••••
•• •
• •
0.00
0.00
Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs.
Note: ****** Calculations have been adjusted to comply with ASCE-7
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WINDO2
•
v2-04
Detailed Wind Load Design (Method 2) per ASCE 7-16
Component
PRESURE
AVERAGE
W.UPLIFT
(Lbs)
GRAVITY
LOAD (psf)
GRAVITY
REACT. (ibs)
D.L
(psf)
O.6D.L+W.L
REACT. (Ibs)
Joist 1
82.53
185.68
55.00
123.75
800''
174.88
Beam
81.71
827.31
55.00
556.88
8..00
778.71
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WIND02 v2-04 '
Detailed Wind Load Design (Method 2) per ASCE 7-16 •• •
LATERAL WIND LOAD •
1 = RR M ft R= �5 nn tt /PPm to 1Mnr1 I)irPr.Hnn) H7= R �9n R Mi-tt Frnm FavP to Pideip)
WALLS
WIND PRESSURE
HEIGHT (ft)
MOMENT (Ki s ft/ft)
FORCE Ibs/ft
@
Reactlion L2
L1
WALL
0.00 Cladding
8.00
0.00
TRUSS 1
26.62 MWFRS
(Windward)
153.07
1.00;
153.07
45.79 MWFRS
Leward Side Walls
183.15
58.28
USING: Nu-Vue
Component
chor apacityL2
ANCHOR TYPE
CHECK COMBINATION
U lift
Joist 1
1165
-
-
LUS26 (8-10d Fasteners)
0.150112896
CONNECTION OK
Location DECK BOARD (D.L + L.L COMBINATION)
Distance between supports : L = 2.50 ft
Tributary With: Trib = 0.50 ft
Total Load From Combination: T.L = 65.00 psf
Enter Max. Moment and Shear as an Alternative M=
(Leave blank if it is not used) V=
-Compute for Load Acting on Wood Beam:
W= PxTrib=
-Compute for Stresses:
Reaction Each End: R= 0.5 x W x L
Moment as Simple M = W x Lz
Support: 8
-Compute Required Section Properties (ASD):
Fv= 1 y"Joe• psi
F6= .'. 326=15 psi
E=• • 44 2.00 :ksi
(from Design Critgr)iObnalysiso
(D.L=20, L.4=,49, SDL ;5) :Of**:
..kips. .. .....
.. .. . . .. . ......
32.50 pif a 0.03:kiSoo •• ••••�•
• •• . •
= 0.04 kips
= 0.03 k-ft
Section Modulus: Sfeq = M = 0.091.00 x Fb
Maximum Deflection: Amax = 2.004 L= 0.13 in
Inertia: Ire = 5 x W x L4 0.55 in"4'
384E x Oma,
Area: Arm = 3x V -E:= 0.05 in^4
0.80x2xFv
Enter Member:
b Nominal
d (Nominal)
Quant.
1 1
6
1
CONCLUSION:
USE: (1) 1 x 6 Wood Member
Ix= 6.9322917in
Sx= 2.5208333 in
A= 2.75 in`
SECTION OK
a
Location DECK JOIST (D.L +L.L COMBINATION)
Distance between supports : L =
Tributary With: Trib =
Total Load From Combination: T.L =
Enter Max. Moment and Shear as an Alternative
(Leave blank if it is not used)
-Compute for Load Actin_g on Wood Beam:
W=
-Compute for Stresses:
Reaction Each End: R =
Moment as Simple M =
Support:
-Compute Required Section Properties (ASD):
Section Modulus: S,q =
Maximum Deflection: 4max =
Inertia: Ireq =
Fv=
175*M.psi
4.50 ft
F6= . `.
165V.00 psi
""; •
1.00 ft
E="
100.00: ksi
`.
50.00 ' psf
(from Design Critgrj j ��nalysis)
(D.L=5, L.L,--.4h SDL=§)
• • • •
M=
'4440
.
:too**
.... •
V=
..WPC.
.. •
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.....•
w00
PxTrib=
50.00plf . •-0.05;k{f
•,
••••••
•
. w.
. .
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......
. .
0.5xINxL
=
0.11 kips
.. z
x L = 0.13 k-ft
8
M = 0.92 in"3
1.00'x Fb
L = 0.23 in
240.00
5xWxL4 =1.14 in"4
384E X Amax
Area: Afeq = 0.80 x 2 xx Fv =1.21 in"4
Enter Member:
b Nominal
d Nominal
Quant.
2
6
1
CONCLUSION:
USE. (1) 2 x 6 Wood Member
Ix= 20.796875 in
Sx= 7.5625 in
A= 8.25 in1
SECTION OK
9
Location DECK BEAM (D.L +L.L COMBINATION)
Distance between supports : L = 4.50 ft
Tributary With: Trib = 4.50 ft
Total Load From Combination: T.L = 50.00 psf
Enter Max. Moment and Shear as an Alternative M=
(Leave blank if it is not used) V=
-Compute for Load Acting on Wood Beam:
W= PxTrib=
-Compute for Stresses:
Reaction Each End:
Moment as Simple
Support:
R= 0.5xINxL
M= WxL2
8
-Compute Required Section Properties (ASD):
Fv= 175!W psi
FQ= .'. 16MM psi '•••;•
E=" 1960.00: ksi041090
(from Design Critgrjg:Analysis .
(D.L=S, L.L, .4p., SDL=J) , �•••+�
IMPS ......
. kpz• •• •
. .....
•
......
225.00 plf ' t 0.23:lk • • • • • • •
..
.. . • . • •
V9040
0.51 kips
0.57 k-ft
Section Modulus: Sreq M = 4.14 in^3 = 1.00 x Fb
Maximum Deflection: Omar = L
240.00
Inertia: Ire = 5 x W x L4 = 5.13 in14
384E x Amax
Area: Afeq = 3x V = 3.42 111�4
0.80x2xFv
Enter Member:
b Nominal
d (Nominal)
Quant.
1 2
6
1
CONCLUSION:
USE. (1) 2 x 6 Wood Member
Ix= 20.796875 in
Sx= 7.5625 in3
A= 8.25 in:'
SECTION OK
10