RC-19-967Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 07/05/2019
Location Address Parcel Number
874 NE 99TH ST, Miami Shores, FL 33138 1132060142410
Contacts
Permit NO.: RC-05-19-967
Permit Type: Building (Residential)
Work Classification: Shed
Permit Status: Approved
Expiration: 01/01/2020
BRANTLEY & CLAUDINE TATE Owner
874 NE 99 ST, MIAMI SHORES, FL 33138
Other:7864205950
HOME OWNER Contractor
HOME OWNER
Inspection Requests:
Description: INSTALLING NEW SHED Valuation: $ 1,800.00 I1305-762-4949spec i
Total Sq Feet: 60.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Permit Fee
$50.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$2.50
Total:
$197.10
Payments
Date Paid Amt Paid
Total Fees
$197.10
Credit Card
07/05/2019 $147.10
Credit Card
05/02/2019 $50.00
Amount Due:
$0.00
Building Department Copy
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 cons ion nd zoning. Futhermore, I authorize the above named contractor to do the work stated.
22�—z 115'
Authorized Skfnatu0&J Owner / Applicant / Contractor / Agent Date
July 05, 2019 Page 2 of 2
.f
BUILDING
PERMIT APPLICATION
Miami Shores Village RECEIVED
Building Department MAY 0 2 1019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201'4
Master Permit No. eC - 0S-A -q&9
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [—]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1 1�� - I
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO X.
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Address: i3-1 H ME t
City: ����1 State:Zip:
Tenant/Lessee Name: Phone#:
Email: �YLX( I� a G� VI / mrn
CONTRACTOR: Company Name: Phone#:
Address:
City: State: Zip:
Qualifier Name:
State Certification or Registration M
DESIGNER: Architect/Engineer:
hone#:
Certificate of Competency #:
hone#:
Address: City: State: Zip -
Value of Work for this Permit: $ 1 D I J Square/Linear Footage of Work: D if
Type of Work: ❑ Addition L❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
`
Description of Work: 1� 1k ll ID a n't W ifW �
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee
Structural Reviews $
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ V
(Revised02/24/2014)
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. 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 appro d and a reinspection fee will be charged.
Signature Signature
OWNER or AGEN CONTRACTOR
The foregoing instrument was acknowledged before me this
1 da of MCA,4 20 (I by
who is erso ally known o
me or who has duced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
The foregoing instrument was acknowledged before me this
day of
me or who has produced
20 by
who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
as
Seal: LW
Notary Public State of Florida Seal:
Samantha M Diaz
My Commission GG 220038
Expiresog/16/2022
***********************************************************************************************************
,y APPROVED BY Plans Examiner Zoning
20Structural Review
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
n fI� OWNER BUILDER DISCLOSURE STATEMENT (�
NAME: l�. (/1/1/� % �t I Ohl DATE:
ADDRESS: T!�3 q"l rV'G� q , n
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.
Initial
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. l/�" �Q�'
Initial
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
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.
Initiall�
S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial —ow
6. 1 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 to ensure that the persons whom I employ have the license required by law and y c unty or municipal ordinance.
Initial
I 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. I, 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. 1 understand that my failure to follow
these may subject to serious financial risk.
Initial_
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.myfloridalicense.com/dbpr/pro/cilb/index,html
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:
.Y]L4 AfF, 0'� il Initial_
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
_ak�
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 Z day of Q� 20
- CIGc ��►��, I aTwho was personally known to me or who has By -.
Produced the
as identification.
NOTARY
5/2/2019 Propertv Search Application - Miami -Dade Countv
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-014-2410
Property Address:
874 NE 99 ST
Miami Shores, FL 33138-2565
Owner
BRANTLEY G TATE
CLAUDINE LOPEZ TATE
Mailing Address
874 NE 99 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,124 Sq.Ft
Living Area
1,803 Sq.Ft
Adjusted Area
1,844 Sq.Ft
Lot Size
10,200 Sq.Ft
Year Built
Multiple (See Building Info.)
Assessment Information
Year
2018
2017
2016
Land Value
$305,998
$305,998
$265,371
Building Value
$177,541
$181,407
$146,044
XF Value
$1,705
$0
$0
Market Value
$485,244
$487,405
$411,415
Assessed Value
$428,875
$420,054
$411,415
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes Cap
Assessment Reduction
$56,369
$67,351
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 3 PB 10-37
LOTS 2 & 3 BLK 72
LOT SIZE 100.000 X 102
OR 18384-3211 1298 1
Generated On : 5/2/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$378,875
$370,054
$361,415
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$403,875
$395,054
$386,415
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$378,875
$370,054
$361,415
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$378,875
$370,054
$361,415
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
08/04/2014
$470,000
29288-2068
Qual by exam of deed
07/17/2009
$100
26949-0837
Affiliated parties
12/01/1998
$175,000
18384-3211
Sales which are qualified
02/01/1987
$132,500
13198-3331
Sales which are qualified
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
0
-o
ornZ
0
�zm
00Z
Mni
I I
15' ALLEY
(RIGHT -OF -WA
NO OBJECTION
Florida Health Miami -Dade County
O.S.T.D.S. Vell Program
Application No.:
Date:
Signature
LOT 4 BLOCK 72
cnov-�
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tin (n
.Ni ns
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mx
114.Z. .7 l.il 1i V rj1V V L'
35.00' 67FFI
3
RECEIVED
-
�l�V 0 2 2019
io ZED
• • • •••• •• ••
•..• ...• . •
5' .. .. .. .. •.
N
D ••�� ! • •
_.
r
D I ERMIT
. � O �9
3
Z MIAMI SHORES VILLAGE
•
I,
9PPROVEI) BY DATE i
• l• I
I.; 1 ONING 12-
20.2'
STRUCTURAL
ELECTRICAL
MECHANICAL
BLDG.
i
ND
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
7ATE AND COUNTY RI 11 Fc AAlrl
_ PINNELL SURVEY, INC.
5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073
PHONE(954)418-4940 FAX(954)118.4941 EMAIL: orderQa sfland.net
CERTIFICATE NO.: LB6857
SURVEY ADDRESS:
874 N.B. 99TH STREET
MIAMI SHORES, FLORIDA 33138
FLOOD ZONE & ELEVATIONS:
FLOOD ZONE: X
BASE FLOOD ELEVATION: N/A
CONTROL PANEL NO.: 120652-0306-L
DATE OF FIRM INDEX: 09/11/09
REFERENCE BENCHMARK. MIAMI-DADE
COUNTY ENGINEERING B.M. "B 400',
ELEVATION - 8.28'
CERTIFY TO:
1. CLAUDINE LOPEZ-TATE AND BRANTLEY G. TATE
•
POTENTIAL. ENCROACHMENTS: • • • •
1. 4 FOOT CHAIN LINK FENCE CROSSES OVER THE SOUTHERLYQROIIERW LINE. • • •
2. 5 FOOT WOOD FENCE CROSSES OVER THE SOUTHERLY AND j7jl' "Y
PROPERTY LINES.
LEGAL DESCRIPTION: • • • • • •
LOTS 2 AND 3, BLOCK 72, OF "MIAMI SHORES SECITON NO.3', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PIA?BOOK 10,
AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • • • • •
LEGEND & ABBREVIATIONS:
A
— ARC
D.E.
—DRAINAGE EASEMENT
P.C.
- POINT OF CURVATURE
A/C
- AIR CONDITIONER
ELEV.
— ELEVATION
Pl.
— POINT OF INTERSECTION
A.E.
- ANCHOR EASEMENT
E.M.
- ELECTRIC METER
P.R.C.
— POINT OF REVERSE CURVE
ASPH.
-ASPHALT
F.P. & L. — FLORIDA POWER & LIGHT
P.O.B.
= POINT OF BEGINNING
H.M.
-BENCHMARK
L.B.
— LICENSED BUSINESS
P.O.C.
- POINT OF COMMENCEMENT
B.C.R
-BROWARDCOUNTY RECORDS
L.P.
=LIGHT POLE
P.P.
=POWER POLE
C.B.S.
— CONCRETE BLOCK STRUCTURE
M.H.
- MANHOLE
R
— RADIUS
CHATT.
- CHATTAHOOCHEE
(M)
- MEASURED
RES.
- RESIDENCE
CONC.
-CONCRETE
MAINT.
— MAINTENANCE
R/W
-RIGHT-OF-WAY
C.L.F.
- CHAIN LINK FENCE
NO.
-NUMBER
T
-TANGENT
C.L.P.
— CONCRETE LIGHT POLE
N.G.V.D. — NATIONAL GEODETIC VERTICAL DATUM
9".)
— TYPICAL
(C)
- CALCULATED
OIL
-OVERHANG
U.E.
-UTILITY EASEMENT
C.B.
- CHORD BEARING
O.R.B.
- OFFICIAL RECORDS BOOK
W.F.
— WOOD FENCE
CR
— CABLE RISER
O/S
- OFFSET
W.M.
— WATER METER
(D)
- DEED
(P)
-PLAT
A
— DELTA OR CENTRAL ANGLE
D.B.
— DEED BOOK
P.B.C.R - PALM BEACH COUNTY RECORDS
rt
= CENTERLINE
M-D.C.R— M kb U-DADS COUNTY RECORDS
P.B.
- PLAT BOOK
i-
= ELEVATION
GENERAL NOTES:
1. TYPE OF SURVEY: BOUNDARY
2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION
BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF
THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID.
3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR
OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF
RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE
SUBJECT PROPERTY IS LOCATED IN.
4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN
AGREEMENT WITH RECORD MEASUREMENTS.
5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THE NATIONAL
GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
6. UNDERGROUND IMPROVEMENTS AND UTTLITIES ARE NOT LOCATED.
7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED.
8. TTUS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL
NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC.
9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE
RECORD PLAT (UNLESS OTHERWISE NOTED}
CERTIFICATION:
THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE
PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND
HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS
SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH
ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS
THE STANDARDS OF PRACTICE UNDER RULE 51-17,
FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA
STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
THIS SURVEY IS NOT VALIDV4jWiipjf)' THE SIGNATURE AND THE
ORIGINAL RAISED S QF� OENSED SURVEYOR
R Q� AND MAPPER. NF
15 SS.......... U•. �(
i ep
�--sp'TL
UPDATE SURVEY (16-0311) 02/24/16 J.P.
REVISIONS DATE CMCD BY dl
'i,I"0011H.PINNELL
PRO SII I AL SURVEYOR & MAPPER
LICENSE NO.5734, STATE OF FLORIDA
SKETCH NO.: 14-1165
DATE OF SURVEY: 08/01/14
CHECKED BY: S.A.
FIELD BOOKIPAGE: 481/67
SIDE IOF2
s
uitertek =,w..vsff
September 25, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
Intertek-PSI Tel +1 407.304.5560
1748 33 ° Street Fax+1407.304.5561
Orlando, Florida 32839 intertek.com
Fl. Engineering Business #3684 psiusa.com
. .
....
......
......
.. .
......
....
....
. .
RE: Plan Approval: Residential Lawn Storage Shed "" ""
Manufacturer: Lark Builders .. •
... .. ......
Plan Number: 31410 • • • • • • . •
Dear Mr. Campbell, • .. • . 0000
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 61 Editfon
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
Of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
Victor C. Martin, PE (FL)
Department Manager
Building Science Solutions
Richard Olds, ICC #5107840, SMP-45
Plans Examiner
Building Science Solutions
Copy to: Ms. Berri Howard, Lark Builders berri0larkbuilders.com
J -
RA AhembmudtlOddeip Program
BUSf . `�� IU40lYaMSUI&sau4
Vf ESS Hai TSAIINSSM F"63239"m
eo�tatiorr PlIm SM4Vfa24, FQXM414.BM
KOOLAWS 4 cst Gus mor
August 22, 2018
Robert Moore . • + •
Lark 81itler5, rrm • • •
P•G.DraYrar629 • • • •
Vkmb GA30475 •••:•• •. • ••••••
Re maradbaurw Cron, ID LIFT-114; BWjatlan Date- Ault 22, 20i9 • • . • • o • • • .. • • •
•f•. •••• .•+..
Dear Robert Moore •••.•• •• to .••.•
•
It is mY pkesu M tD Mdbnv you that hark 8uddets, Inc. Ioceted at 409 DD= ST�C4 P9 • • •
DRAWSt W9, VIDIU^ GA 30475, has been q*mved undw the Mwnftdured affeve-
Raparn, as provldea for• under Chapeau 553, Part i, Florida Stahfts, to m8md&a=vj%#Wy • • •
ft&SCmh0 Sham Sheds, �d &dh*lgs for h u In PArlda. . • • • • • : • • • • ;
CormamcWn or nmwkndcm an a mamd CbA'ed big cannot begla urdS the TWrd paft • .. •
AQ@M has aWo- 0 the own in atmslder<ce wM the await Florida Budding Gad@, lrats-TMd
J PWtV A9w%Y f$a actraraeLsr for the Doparbaant and has stet C Ory auUwft and rwpo
nslbmw
that must bit am am ABA appnOvad stdds. You may OPKI: and denim gUmMy plates
rw4ew and hqmWarjL
Each Code charge w$ make year pears o mum "I they hma bawl m WaW, 8PFwW and
Indicted [on the cover papa of ttm plans] for agree wfth the Cede by yaw7l*d Percy
Agetsor for pans mav%w -Please ensure UNk yarn plans one In eornpfca and we properly
posted an off All sile-rdaWd !mien iasuas are =018d to the total autliarft
. haar[nq 1t�adre<ron
The DnpartmesuYs cm*aebor will make urn manuDrftvim at rent once each year.
You must grant aorrrpieba aeom to your naundbcturtng facility and records to remain In
comp0ae vM the n#m and regulations of this protgam.
Your oMka§m is app uv ed for three years from this date. you will raoelve a renewal rro -by
Ehw gerratud 1' by the; SM for anWw renewal. N you have qua
you may Contact Robeat Lamm at 850-717 18W or our FAX at eS13-414-SM.
Pfvt vlslt our wet+ 0 at to sm fo
valuable tnmuatlon an the taarlda
M aWam. A cWy at this letter must acmngmW applicallpns for lomi
Mrawdy.
JRobert LormmD
$tdustrss
Gn7lQ un
-f� 'CCIDE REVIEW
Prof sslonal S•rvk• lndustrlu
` • 1748 33rd Sliest
prlanCV, Rodda 32839
Plan. Revkw. Richard CId.
ICC OSIG7840
FLMSMP45, SMI.76
LSUCCC #U0241 a
D"wl,m t M.n.gr
FL PE MM79, LA PE
LSUCCC #U02439
ROOF SHEATHING OPTIONS:
N51 AHF F<UVAL 2017-11-14
ROOF FRAMING PLAN RHr I CfCJ HMC IIV—LIIVt VYllt'1 tryHLL JI UUJ
FOR CONTINUOUS LOAD TRANSFER PATH
CME VERSO 9c au
A-I`RER LARK L3lRDERS W-
MLDW iME
CONSTS UC" r&E V-G
' M PWW LM
HURRICANE SHELTER USAGE
NO
• • • • • •
SOUAREjL_
71• SQFC
OR LSS
••••
REV""
•••••
R
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L L- Vatthe* T_ Bnld*in P-E,
O Florida License 64wa
0 melt: FBPR-1 OF 7
�ce Infunnutlrat
-�• Tosu&(Or,
CODE REVIEW
Pmfossbnsl Service Industries
1740 33rd Strest
Orlando; Florida 32839
Plans Revive. Rkhad Wit
ICC a510mo
FL RSMP-45, SMN■
LSUCCC AJO241■
DepaMwnt Mwgr. Vktor C. MartY,
FL PE■ WO, LA PE■42017
LsuCCC■.102ae
LONG Al
DRILLING G
VARIES, 6'-0' TO 13'-8"
FRAME SECTION
PSI APPROVAL 2017-11-14
7 5"Y 5" rOPPI II:ATFn ROOF PANELS
14x.75' HWH
5"-20GA METAL STUDS,
'ACED AT 24" O.0 MAX.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
3.5" BRACE AT 3'-0'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRA88ER SCREWS,
(1) INTO EACH FLANGE
SHEATHING FASTENED W/
#80.5" GRABBER SCREW (OR
EQUAL) AT 6" O.C.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" O.C.
OVERHANG OPTION DETAIL
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDER 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" O.C_
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
OVERHANG OPTION DETAIL
Et PMFE -
C
OK LOSUM
Dla osm
O nmK4L FNeSSl1RE CatiFlCEkT
+/- at■
t%1''ORFAIICE FACMR
7_f�
RODE DEAD LOAD
1011iF
Ww LIVE LOAD 4
2" ON 3me POW Lm
FLOOR D
ICPSF • • • • • •
LrvE•uw . . ...
,n■g
RAIL •
N/A •
PER WJWNO
1 --
Humw.0&4*dheftk ugh
1 No • •
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REV REVI 10 S • •
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•• •• • •• ••••••
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Datj 7/12/17
Scales
N/A
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O Florida License J646M
0 snit: FBPR-2 OF 7
' c • Infontaxaf*
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CODE REVIEW
�ro7es^.bnaf Sanlnlndustrisa
•174BXtd Street
Orlando, Florida =39
• Plana Review. Rkhnd Olds
ICC 95107840
FL SSMP45; SM47e
LSUCCC 4d10241 a
Department Manager. VlelarC. Mahn
FL PE i87379, LA PE #42017
LSUCCC 411.10243e
SECURED WITH
(2)H3 OR EQUAL
DOUBLE 3.5" 20GA.
STEEL TOP PLATE
END WALL
PSI APPROVAL 2017-11-14
WALL SHEATHING OPTIONS:
BOX RIB ALUMINUM
TWIN RIB ALUMINUM
DUTCH LAPSIDING ALUMINUM
— DUTCH LAPSIDING STEEL SIDING
— 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
— J" T-111 WOOD SIDING
— HARDIE PANEL STUCCO AND T-111 SIDING
— HARDIE BOARD SIDING
— POLYCARBONATE GREENHOUSE PANELS
4x4 P.T. POST
3.5" 2CGA.
STEE
BRACE W
(2)
#10 SE
TAPPINC
SCREWS
EACH
/
/
/
E
(1 INTO
EACH F
GE)01
//
//
i�
(2)MITEK OR ALPINE
3.5" 20GA,
STEEL
3%5" OR EQUAL
STU
@24" c
MAX,
L--4'&6' OPTIONAL PORCH —
STANDARD WALL DETAIL.
3.5" 20GA. STEEL
TOP PLATE
~X-TUF"
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FLOOR Dw LOIi 0000
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tT—, R=% •
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1.fiU *b iRGTi" USAGE
No
FIURRICAN SPECTER USAGE
No 666066
SaUARE
719 OR Me
•••• REvi"s •••••
REV•
• • • • • DESICRIPTON • • •
CATE
E
•• •• • •• •••
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D" 7/12/17
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END WALL COaL , "PIaw
'°t ,,,,,, aF t
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nni�ce InfomaNion
l�J• To Build On
CODE REVIEW
Rru/easidnal Sorvlee Industries
Y748 33rd Street
Orlando, Florida 32939
Plans Re4w.. Richard Olds
ICC P5107940
FL *SMP45. SNI-78
LSUCCQau02415
D-pubwt Manager. Vkw C. Madin
FL PE faiW9. LA PE /42D17
LSUCCC C UWA36 .
3451 BRACE AT 3--O'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD Yy/(2) 110
SELF DFMJ*a GRABBER dd;9 S,
(1) INTO EACH FLANGE
3.� BRACE AT 3--0'
ABOVE FINM-IEO FLOOR,
ATTACH TO EACH STUD 11/(2) 110
SELF DRILLING GRABBER W E'K
(1) INTO EACH FLANGE
ROOF PANELS FASTENED
WH
END WALL FRAMING OPTION
END WALL FRAMING OPTION
3S'-200A )IETAL BRACK
ATTACH EACH END TO STUDS W/ (2)
FIG SCFi£jli5, (1) IWO EACH FLANGE
NOTE: THIS BRACING IS REQUIRED ON TO
1VALIS MOTH SQFS OF F1G4 CORNER)
ROOF PANELS FASTENED
tIWH
0.
3.5'-200A METAL BRACING,
ATTACH EACH END TO SPLIDS W/ (2)
110 SCREW$ (1) INTO EACH FLANGE
N • THIS BRACING Is MQUIRED ON SIDE
MIS (BOTH SM OF EAM CQRNERi
PSI APPROVAL 2017-11-14
3S' BRACE AT 9-O'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) 110
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE
35' BRACE AT T-O'
ABOVE FINM*3) FLOOR,
ATTACH TO EACH STUD W/(2) 110
SELF DRILLING GRABBER SCREWS,
(1) IiTO EACH FLANGE
END WALL FRAMING OPTION
ROOF PANELS FASTENED
F" H
35'-200A VETAL smcisim
ATTACH EACH END TO STUDS */ (2)
110 SCREWS, (1) INTO EACH FLMICE
NQTE- T14IS BRACNQ IS REQUIRED ON SIDE
* IS (BOTH SDES OF EACH CORNER1
ROOF PANELS FASTENED
OHWH
I
H ASC d1D SPEED
V•-taam b
EXPOSURE
C
ENaOSED
"Elom PRESRM COEFFICIENT
+/- 0.1a
&VORTANCE FACTOR
1.15
RON DEAD I=
IWIF
ROOF UVE-LOAD • •
2d'Y a MM Pg*r LDAO
Rim DIM L
low ••••••
FLOOR LIVW bb • • • • •
/29W •
PATI F FLDO • QoP •
N/A •
MODULES PER JULDING
weaves
1
WJMWAWAgeHeLtION USAGE •
NO • •
HRIFRICAN R USAGE
tW
SQUARE FOOTAGE • • •
711 SIM OR LESS
• • • • • • • 000
•••••• •
• • • • •••
•
• • • •
•
D` " By, NTH
Dad 7/12/17
N/A
LB-S-LBE
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LLI OLtEI9ANda75�10 FLR telAIAN IHILlU7Cr MWCOfI AfEA OF LESS
3S'-2OGA WEMAL BRACNG, 4RtlAIORT 11pXPR=AM �PAa maws OF 7HC -
ATTACH EACH END TO STUDS rj/ (2) LN CACdOMRS Tim1 R` IMILLI, MAnim THAT Ma 400
110 SCREWS (1) INTO EACH FLAIHGE W ET i0 iK 00CM lPJZ ARE *60M 0R I AND
FMIL7E�OI1g tp1��N CIF i
NOTE MS BRACING 1s REQUIRED ON SIDE FHC 1014, �1}OlH I�ua�E(17
MALLS (BOTH SIDES OF EACH CORNER) I0 1MAK1=AIEE 111TF1 RADA SDOE 511000E 551
a0(1)4 CA
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11111�\\
Vatthe* T. Balftin Pam,
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c w Sheet: F8PR-4 OF 7
u� lnfnmMXian
O Build On
CODE REVIEW
Frofmloml fco InNusMas
�174833rd SYr••t
Orlando, Florida 32839
Plana Ronr1w.. Richard Clda
ICC f5107e40
FL 1SMP45. SMI-7e
LSUCCC #=41 e
Dqwbmt Marnyc. Victor C. Martin
FL PE fe2370, LA PE 1142017
LsucCC Come
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
8
61_0"
16"
42"
8'-0"
18"
60"
10'-0"
18"
84"
24"
84"
28"
84"
13'-0"
36"
84"
13'-8"
. 40"
84"
'VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
PSI APPROVAL 2017-11-14
I TH
JOI T I *
6'-0"
2"x4"
6'-1" TO 11'-8"
2"x6"
> 11'-8"
2"x8"
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS, THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
'-0" MAX:
*FLOOR SHEATHING SECURED WITH 2j.X0.113.
NAIL (OR EQUAL) @ 6-O.C. MAX
SCHEDULE FOR SIZES OF I IUNAL I✓UKUH
2 SKID FLOOR FRAMING PLAN
ddPORG1 FACTOR
1_15
ROM OM LOAD ease
tww
ROOF LIVE LOAD • •
2mw on 30M Pw LAAO
FL1xIR L 0000
1,.w • • • • • •
FLOOR LryEGULN3 • • 000
12e1'4
' RAM•ttt>ot~ •
N/A •
MOMLES-Pbf Na
1
KmcA q*drE"Om USA= •
NO • •
K1RRMME USAGE
NO
SOUARE POOTACE • • •
71f SOFL OR LMS
REVISIO S • •
IREVI
DESCART014. 0 0 Or
CATE I
BY
•• •• • as •••
••
•••••• •
Bra" By,
D" 7/12/17
N/A
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CODE REVIEW
Psil.
Allofesslo"al Servla• IndusOr s
174l3rd S&W
Orlando, Honda 22939
Plana RrAw. Richard Clde
I= f51ffma
FL fSMP45, SMH6
LSUCCC 81.102418
Depu4nmt Manager. Victor C. Maft
FL PE #02379, LA PE f42017
LSUCCC fU02400
12" LAP SPLICE FASTENED WITH (6)A"x4"
LAG SCREWS ON INSIDE, (3)&%4" LAG
SCREWS ON OUTSIDE (9 TOTAL)
4"x6" P.T. SKID SPLICE
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, @ 12"
O.C., STAGGER ROWS 6".
3"x6" SPLICE PLATE FASTENED WITH
(5)—SENCO K28 (OR EQUAL) NAILS
EACH SIDE
(2) 2 "x6" P.T. SKID-
SPLICE/SECU RING
APPROVAL 2017-11-14
3.5" 20GA. STEEL
SOLE PLATE SECURED
WITH A"x4" LAG
SCREWS 016"O.C.
11%14" NOTCH
FOR EACH JOIST
ATTACK JOIST TO SKID WITH 1%"x4"
LAG SCREW OR (2)SIMPSON H-3
(OR EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
\ NIM
WA
2"x4" BLOCKING BETWEEN SKIDS
UNDER DOUBLE END JOIST
SECURED WITH (3) 0.120"x3"
NAILS @12"O.C. STAGGERED
WALL SHEATHING
3.5" 20GA. STEEL STUDS @24"O.C.
FLOOR SHEATHING
FLOOR JOIST
2X BLOCKING BETWEEN SKIDS AT
BOTH ENDS SECURED TO END JOIST
WITH (3) 0.120"x3" NAILS 012"O.C.
EACH SIDE STAGGERED
WALL TO FLOOR
CONNECTION DETAIL
CODE VERSM
BULDW APE
I ROOF LIVE Laiin • • • • 12WW OR 30om Pater LM
SS dvu Ril6W so , -
USAGE No
CANE SH USAGE ND
IE FOSTRZ• • • • • 71e SOUL OR LEW*
owes
REVIGIOMS • • • • •
• • • • • • DEWPaIPT JE
•• • . ..
Dm" By; • • • • fdT6
Data 7/12/17
�r N/A
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m 4�N�OA7a0'OI�C H ! t.PACF SUAg4L1F ,HE 20i.
• Ns�ALAtSFa11r1[10�1Rtt *TH = 10MU, satrtm 1W ME 400
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0
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' - CODE REVIEW
Prtft=1cna1 Servk• Industries
. t7.ra 33rd steer
32639
Plans Revlw. Richard ads
ICC 95107810
FL #SMIV5, SMI-76
L"a4"C'uou,s
OsPsrb-mt Manspsr. VYdw C. Marnh
FL PEl82379, LA PE r42017au LSUCCC ru38
ELECTRICAL
SYMBOL KEY
RECEPTACLE
240V
240
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
R
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
Fj�
JUNCTION BOX
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2. FIXTURE LOCATION AND TYPE MAY VARY
3, PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
5. ALL RECEPTACLES TO BE AT 12"-16" A.F_G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
S. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL.
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
F1/
3.5" METAL STUDS
/ SPACED AT 24"
O.C. MAX
00
I
t2
SEE VARIOUS END WALL SEE VARIOUS END WALL
\
a
FRAMING SECTIONS FOR FRAMING SECTIONS FOR
I
WALL AND DOOR FRAMING WALL AND DOOR FRAMING
viJL
W
\
\ s_
J
-11 �r
/F,,
WP
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
0'-0" MAXIMUM BUILDING LENGT
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
CODE vERTiON
At:RAN
Lune im-ms, TAG
TRILD9IO TYPE
w
coNSTR11 Tldl T.PE
FOE PROIEC"
Nate:
FIRE S "RESSION
Nate
OCCUPANC.
salvo£
ALLDWABE NU m OF sirmam
1
BASIC T18T SPEW
t-1e0.0h
EPOSURE
O
04MDSUME
a amm
017106/L PF93SM COFFFICEM
+/- GAS
dr1PaRTANm FACTOR
1.13
ROOF DEAD LOM
1ww
ROOF LIVE LOAD • • • •
2VW OR 30Cp POW LOAD
FLOOR DPD LOAD
,aPSF
FLOOR LICE MAI - •
12@•SF •
• RAnNa OF
N/A
MOOLILEWPIE1110 u+LSINa • • 0.1
......
HURR1CAjjF.Pj09ZOh4 USAGE
No
HtR RICANE SHELTER USAGE
Na Osseo*
scuARE gdbfAftm
I 7ts sole OR I8l
• • • ReV64 nNS • •. • •
REV•
• • • • • DESCRIPTON • • •
1J TE
D0t.1 7/12/17
N/A
LL1 LB-S-LBE
> I AM AFE Nor FART OF THIS PLAN SQ" APE
La ;Im li. . CDIRUhMn*
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t�1Ttµ FOR HAnM:itT rm Ili=CA0�1�i►ITaF LFs
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APPpv^ or AR NOT Yam= TO 1115LS8+7
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•'%ly-i
WIT-
LLJ i STATE OF /•• 44/
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•�''•••........•• • ••'G� tit`
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I- u No
Vatthe* T_ Baldwin P.E,
U Florida License 164608
LL1
Ld sheet FBPR-7 OF 7
THEY'RE PORTABLE _/
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
EXISTING 4' CONCRETE
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2"x3" (400 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
ALL ELSE(CAN BE SET ON GROUND).KIDS
EXISTING 4" CONCRETE
°
TYPE 1
TYPE 2A�
4
30" DRIVE
30" AUGER
ANCHOR
ANCHOR
FOR ROCK/CORAL
°°
FOR SOIL/CLAY
` /
°°- TYPE 3
TYPE
2+
CONCRETE
30" AUGER
AN- OR ANCHOR
WITH EXPANSION FOR SOIL/CLAY
BOLT
TYPiCAL
ANCHOR TYPES
TABLE 2A - 165D/1 70CII TABLE 2B — 140C
30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
10'-0"
UP TO 16'-0"
10'-0"
16'-1" TO 20'-0"
8'-0"
16'-1" TO 24'-0"
8'-0"
0'-1" TO 24'-0'
6'-0"
TABLE 1 A — 120C
ANCHORING TO CONCRETE
TABLE 2C — 120C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6'-0"
UP TO 24'-0"
10'-0"
20'-0"
7-0"
TIE -DOWN STRAP BOLTED THRU
(1) 4x4 SYP 8' WIDE OR LESS
1 4x4 SYP /2 ON 8' WIDE OR LESS.
( )
2x4 SOLE PLATE (NATURALLY
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1) x
(2) 2x6 OR (1) 4z6 P.T. SYP i2 SKIDS
/2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
AL 2x6 (C (1) 4x6 P.T. GROUND).
1/2"x3" (4,000 LB.) CONCRETE
DURABLE WOOD OR P.T.)
(NUT B BOLT OR LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP SECURED
WEDGE ANCHOR WITH 2" WASHER
TIE -GOWN STRAP BOLTED TO TYPE
WITH (8) 1ODx1.6" NAILS
'
3 ANCHOR WITH 1/2" GRADE 5
GRADE
•�-----_ C • -�4"
------------
BOLT MINIMUM WITH WASHERS
5/8" x 30" EARTH ANCHOR:
I I
1 /2'x3' (4,000 LB.) CONCRETE
1 I
�RJ
AUGER STYLE FOR SOIL/CLAY,
EXISTING 4" CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
DRIVE STYLE FOR ROCK/CORAL
(TYPE 3) arRADF
EXISTING 4" CONCRETE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
TIE -DOWN STRAY R' LTEO THRU
FLOOR JOIST WITH 1/2- GRADE 5
(1) 4x4 SYP /2 ON 8' WIDE OR LESS.
2x4 SOLE PLATE (NATURALLY
(1) 4x4 SYP /2 ON 8' WIDE OR LESS.
BOLT MINIMUM WITH WASHERS
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
1/2"x6' (4,000 LB.) CONCRETEr
WOOD OR P.T.)
(2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
(NUT @ BOLT OR 21"LAC BOLT)
WEDGE ANCHOR WITH 2" WASHERDURABLE
ALL ELSE(CAN BE SET ON GROUND).
4„
TIE -DOWN STRAP OR 3/i6"
-----------
GALVANIZED STEEL CABLE
(SEE NOTES)
!1
5/8" x 30" EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
FOR SO'L/CLAY, DRIVE SME
I 1
e OPTIONAL REINFORCED
1/2'x3" (4,000 LB.) CONCRETE
I`:I
FOR ROCK/CORAL
lia�l
_
CONCRETE FOUNDATION
WEDGE ANCHOR WITH 2" WASHER
I�x�l
•
i
•
G
EXISTING 4" CONCRETE OR OPTIONAL
IF-
EXISTING 4" CONCRETE
SUPPORT PAD (P.T. WOOD, CONCRETE
BLOCK OR PAD) SPACED AT 8'-0- MAX.
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAPTIE-DOWN
(1) 4x4 SYP 12 ON 8' WIDE OR LESS.
8' WIDE OR LESS.
STRAP
(SEE NOTES)
(1) 4x4 SYP /2 ON 8' WIDE OR LESS.
BOLTED THRU FLOOR JOIST
WITH 1/2" GRADE 5 BOLT
(2) 2z6 OR (1) 4x6 P.T. SYP A2 SKIDS
TIE -DOWN BOLTED TO
4x6 P.T. SYP #2 SKIDS(2)
2x6 OR (1) 4x6 P.T. SYP i2 SKIDS
MINIMUMWITH WASHERS
ALL ELSE(CAN BE SET ON GROUND).
GROUND CHOR WffH 1/2"N
MINIMUM H
B ON GROUND).
ALL ELSE(CAN BE SET ON GROUND).
(NUT k BOLT OR 2}"LAG BOLT)
GRADE 5 LT
WASHERS, ALSO CONTINUOUS AND
P(1)4xj4#20N
TIE -DOWN STRAP BOLTED TO
ATTACHED TO ROUND ANCHOR
ROUND ANCHCR WRH 1/2" GRADE0OPPOSITE
SIDE
5 BOLT MINIMUM WITH WASHERS1/2"x3"
(4,000 LB.) CONCRETE
��
5/8" x 30" ANCHOR:
5/8" x 30" EARH ANCHOR:WEDGE
AUGER STYLE FOR SOIL/CLAY,
ANCHOR WITH 2" WASHER
i�x�i
•DRIVE
AUGER STYLE FOR S CLAY,
STYLE FOR ROCK/C
DRIVE STYLE FOR ROCK/CORAL
I
• /
EXISTING 4" CONCRETE �— EXISTING 4" CONCRETE OR SUPPORT
(P.T. WOOD, CONCRETE BLOCK I
TIE —DOWN DETAILS
OPTIONAL SUPPORT PAD (P.T. WOOD.
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
16'-0"
7'-6"
14'-0"
8'-0"
12'-0"
9,-6„
10'-0"
10'-6"
8'-0"
12'-0"
6'-0"
12'-0"
TABLE 1 B — 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4,-0"
20'-0"
5'-0"
16'-0"
5'-6"
14'-0"
6'-0"
12'-0„
7,-6„
10'-0"
8'-6"
8'-0"
12'-0"
6'-0"
12'-0"
TABLE 1 C-165D 175C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
3'-6"
20'-0"
4'-0"
16'-0"
5'-0"
14'-0"
5-6-
12'-0"
7'-0"
10'-0"
8'-0"
10'-0„
6'-0"
12'-0"
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. TIE -DOWN STRAPS TO BE MINIMUM 1-" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
10, CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT)
11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
r
CODE VERSION
2014 NEC, ARC _jdl6.'N17W 70
MANUFACTURER
HANDI HOUSE MANUFACTURING
AGENCY
BUILDING TYPE
U D BUILOI G
RESIDENTYIL STORAGE
CONSTRUCTION TYPE
V-8
FIRE PROTECTION
NOW
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
Vr 120/145/16B/M7 ph
EXPOSURE •
•AC'
ENCLOSURE • • •
L
INTERNAL PRESSU F•V0 FI ,ENT
+ - 0.16
IMPORTANCE FACT •
•.15•
ROOF DEAD LOAD •
1OPSF
ROOF LIVE LOAD
2OPSF OR
EA
FLOOR DEAD LOA& • •
1
FLOOR LIVE LOAD
SF
"R" RATING OF WALLS FL , ROOF • •
1
MODULES PER B I510. • •
018
HURRICANE PRO LlISM@3fGE
•fW
HURRICANE SHELTER USAGE• •
w
SQUARE FOOTAGEP • •
719 SQ.Fr.
• • • REVISIONS • •
REV
DESCRIPT
1
ADDED TYPE 2B EARTH ANCHOR. ADDED LAG BOLT OPT.
2
ADDED 'L' BRACKET SETUP, ABS GAP NOTES
3
ADDED 3/16" GALVANIZED CABLE
4
ADDED NOTE 11 ON STACKING BLOCKS
5
2017 FBC
11/15
•
•r
OR 6rsS •
HOUSE MANUFACTURING
�
Matthew T. Baldwin P.E.
Florida License #64608
(—
Q
Sheet: AP— 1 OF 1