RC-18-1516Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
P
mit
Issue Da
Parcel Number
Permit NO. RC-6-18-1516
Permit Type: Residential Construction.
Work Classification: Shed
Permit Status: APPROVED
Expiration: 12/22/2018
Applicant
1100 NE 108 Street
Miami Shores, FL 33161-
1122320280290
Block: Lot:
ANTHONY BROOKS
Owner Information
Address
Phone
Cell
ANTHONY BROOKS
1100 NE 108 Street
MIAMI SHORES FL 33138-
(786)295-0897
1100 NE 108 Street
MIAMI SHORES FL 33138-
Valuation:
Total Sq Feet:
$ 2,040.00
80
•
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: NEW SHED
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted:
Certificate Date:
Bond Return :
Occupancy:
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info: NEW SHED
Classification: Residential
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
P&Z Review Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$2.00
$2.00
$0.60
$35.00
$100.00
$9.00
$2.40
$152.80
Pay Date Pay Type
Invoice # RC-6-18-67785
06/25/2018 Credit Card
06/04/2018 Cash
Amt Paid Amt Due
$ 102.80 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Slab
Final
Review Building
Review Planning
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
constructio4vL(
nd zoning. uthermor I authorize the above -named contractor to do the work stated.
dal I QfcrCI ANIT A P ML
Authorized Signat 5e: Owner / Applicant /
Contractor / Agent
June 25, 2018
Date
Building Department Copy
June 25, 2018
1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
REC'ET\r '
UN 0 4 2018
FBC 201? 61-1.
Master Permit No. l ,C
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
[PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 11 0 0 tJ L , O 3+h S
City:
Miami Shores County: Miami Dade Zip: 3 3 (co 1
Folio/Parcel#: 11 "0 Z F. - U Z' 0
`Z23 Z
Occupancy Type: Load: Construction Type: CAS S Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 7q n iti E acre itt---S Phone#: ` & an
0 aq 7
Address: 11 up NYC- I O'F4-r. S I
City: tint 04 -✓ t-i S ris-4 a State:
Tenant/Lessee Name: AA A
Email: F'CgGct Ouj( ..ACY'C . co )
CONTRACTOR: Company Name:
Address:
City:
State:
Is the Building Historically Designated: Yes NO /"
zip: 331(O1
Phone#:
Phone#: 3c--Sr ? "o2Ceoo
3 30
Qualifier Name: Phone#:
State Certificati�or Registration #:
M\Q
Certificate of Competency #:
DESIGNER: Architect/Engineer: 1 Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ %( V Square/Linear Footage of Work: A E O
Type of Work: ❑ Addition ❑ Alteration
Description of Work:
❑ New
❑ Repair/Replace ❑ Demolition
Specify color of color thru
Submittal Fee $ SCTC i
Scanning Fee $
Technology Fee $
Structural Reviews $
1P Cei:R:)% 3 • ab
(Revised02/24/2014)
tile: il1. n d W L
Permit Fee $ k (:5'' CZ
Radon Fee $ Z- ' C�
CCF $ CO/CC $
DBPR $ CJ7 Notary $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE$ Id2 • g-D
41
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 approved and a reinspection fee will be charged. ,
Signature ��l / / Signature
OWNER or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
141 day of (� V n• , 20 18 , by day of , 20 _ , by
Dr'► : . r A 4 , who is personally known to , who is personally known to
h me or who s produced / YN` -1 ) C4Aif as me or who has produced as
identificati
Sign:
Print:
Seal:
***##*****
oath. identification and who did take an oath.
YANADYPRr 0
MY COMMISSION # FF 214031
EXPIRES: March 25, 2019
of v‘p Bonded Thru Notary Public Underwriters
APPROVED BY
NOTARY PUBLIC:
Sign:
Print:
Seal:
(4,4
********************************* ************ ****************
Plans Examiner
Structural Review
Zoning
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
� OWNER BUILDER DISCLOSURE STATEMENT
NAM E: r- -0 (,� 12U D DATE: C9 - Z.O t 7
ADDRESS:: t,v d - I U % % 3' L U
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 mustbe 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 bystate 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.LC.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. I 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. I 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
3. I 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. I understand that I may build or improve a one family ortwo-family residence ora 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 1 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, w ich violates the exemption.
Initial '.
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
1
Initial
6. 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 to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial
7. 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. 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. 1 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. I 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.
J.
Initi
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.
InitialL/Y
10. I 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/dbpriprofcilb/index.html
Initial -A 1/
11. I 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:
iLovoeto5 htS 33tw
Initial iljF
12. I 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.
i 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 canbe 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
By /•n\-\\p bi OAS who was personally known to me or who has
Produced there License o'r ^7D r iV`Q ` I C` ANS`t.
OWNER ti,
as identification.
Y P
F, YANADYPRIETO
s MY COMMISSION # FF 214031
D ! '' : : EXPIRES: March 25, 2019
RY t... Bandad Thai Notary Fub.ic Underwriters
NO REV18W-:=
Florida Health M'ram -Dad_
O.S.T.D.S & W2
Application No.: ti
Date:
Signature
IRE
County
am
ND LEGEND AABBI nATIONS
B D6011
IDOL AMID
I111IY.POC
.Da - NW OF EMMA PI.
yE - 16 ma-DRD IID EJ1L
A - NI_ MOOR FJL
■ EI/. - MAID SCF
Ci - Os_R 6EU FJR.
COMM • - COOc aElRtFE I
O - ODE 00
FJL
P.O.C.
FAA
EJL
- WAD►1
OD I. . PJLC
O - POW O/ O.aI�aR
IOWPc.
DAL IF.M
- ▪ Low Of •al a PACDio
- DIorBR qM1
RI - nE OIM T MIXA
Jr. - 6202 MI PPE OE.
- 101.6 1196 Pt
- WPM ROOM EnOOD PAP.
- UM POW ►A
- WINED PJIS
- SOD P/L
p- WOOD ! IIEYOEO KUL
DOM MeQ
KM OF anaracnce
POOP OF 601. CUM
FOMF OF CIEEEOOE
FO•D I6/06
POW w COMM OEIE
PAGE 2 OF 2
IMFF VIED UMW W PAW I OF 2
JOB No. 18-021100
SCALD 1' = 20'
r - CCOMPED POMPOM
•
•
;. •
•.
••.
•
.•••
. .
ar.
sa.
Pt-- .
•o
r
/•
o LOT
H00( 3
•
•
• .•.
•
• • • •
••.•
•.
. . •
•..
•..
•..•
.
• ..
..
.• .
• . .
•. •
/0 Fy
••....
..•..
. .
••••.
..••.•
•
•
•.••..
• •
••...•
. .
IT_
Miami Shares Village
I
iIi1
lag
vs
II
SUBJECT CO CGMIPLIRNCE WITH At
STATE ANL) CC,UN,°f iqLL.=S AND RI
ZONING DEPT
BLDG DEPT_1
e - COMM AMOE -Op6D MEWL
- -- WOO FREE UEs'f00110. POLE
UDE MICE
12221.0C S. INL 1FOW WW1
q,t -un0e COMA
■ - M00a
10661. .soon_ vDRrJL .DIY _ - .DML
01666 0616 WE 16 - EOM=
PUT GOOK MF - ells a WY
Karma R coma Pas see - SaM
PIASE SU - sQ MN PPE
POI OF IMAM MY - s10M
I.@DR► UE ![ - DER
mar lO .OEE IG - CORE DEMO
•
•
•
•
}
NOTE
ND VISIBLE
ENCROACHMENTS OR
EASEJEN1S BY
RECORDED PLAT
•
• • ..... ...... • •
• •
•• •• • • • • ••• •
•• ••• •• • • • ••
• •••
• • • • • • •
• • • ••• •• • • • • •
• • • • • • • • • • •
• • •• • •• • •
• • • • •• • • •
•• •
••• • • • • ••• • •
• • • • •
•
• • • ••• • •
•
• ••••• • • • • • •
• •••
t�a ••• • • ••• ••• •• ••
s1 •
•
•
i
•
•
•
•
•
•
Business,
ProfessiOna
FLA Manutaclured Brk1ng Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
^e 850 487,1824. Fax 850 4t4.8436
Ken Lawson, Secretary
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. All site -related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www.floridabuildino.orq) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.orq to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
Rick Scott, Governor
VARIES 6'-0" TO 13'-8
PSI APPROVAL 2018-01-18
04 ALUMINUM ROOF SHEATHING
4U U M.
/
/
\-- 1x4
RUNNERS
NN--
SLOYL
END WA__
TRUSS
2"x4" TRUSS
14 24" 0.C.
MAX.
RIDGE
SLOPE
END W611
TRUSS
DESIGN PRESSURES I
ROOF
+27.5/-94.7
ROOF FRAMING PLAN
WALLS/DOORS/WINDOWS
+32.5/-29.2
Side Wall Header Schedule (180C)
Size
Building Width
Up to 14' Wide
Max. Span
NJ{b}
Fasteners wl strap
(each end)
1-4•x4"
6'-0"
0
3 — 3" x 0.131 " nails
4'k4" w2"x4"
8'-0"
1
6 — 3"x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number ofjack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details br alternate layouts, i.e. 2-2"x4• or 4"x4" P.T.
e. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
WALL STUDS
EXTMOR
SHEATHING
12'x12' DR 16'x4' 8E1WEc0I
WALL TUDS VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
KOPTIONAL)
(2) 2'x4' Wm1 1/2' PLYWOOD
0R O58 FILLER 0R (1)4'x4'
2" MAX.
SIDE WALL WINDOWS
& DOORS
End Wall Header Schedule (180C)
Se(d} Max. Span NJ{b}
Fasteners w/o strap
(each end){c}
1-2"x4"
0
4-3'x0.131'nals
2-2'x4"(c )
9-0"
0{d}
6 - 3' x 0.131' nals
a. Tabulated values are br No. 2 grade Spruce -Pine -Fir lumber.
b. NJ- Number of jack studs required to support each end.
c. Laid Bat
d No Jack studs, but 2x6 studs laid Hat.
.MLIEa
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS
2. SEE HEADER SCHEDULE FOR ADDMONA1 INFORMATION.
3. WINDOW HEADERS WAVE COMBINED 50X 0R MORE WALL FRAMING ABOVE
AND BELOW. OTHERWISE REFER TO DOOR HEADERS.
SINGLE 2'x4'
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
N
SOURCE
L
G.F..
OUTLET
NOTES -OPTIONAL ELECTRIC
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE.
-ENCASE IN ALL METAL BOXES.
WIRING DIAGRAM
jOPTIONAL)
4"x4' W/2"x4"
STte
Plans Review: Victor C. Martin, PE
FL PE A8Z379, LA PE M42017
LSUCCC RU02436, TN PE A120939
CODE INFORMATION
CODE VERSION
FBC 2012 61A &Moan. ASCE-7.
2014 NEC
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
M6F4UFACTURED BUILDING
RESIDENTIAL (AWN STOWAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED vw-150mph
EXPOSURE C
ENCLOSURE
INTERNAL PRESSURE• COEFFI4!IF IT
IMPORTANCE FACTOR • • •
• 841_01§lb•
2x4 BLOCKI
2x4 SOLE PLATE
FLOOR FRAMING
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
VARIES 6' 0' TO 13' 8'
END ELEVATION
VARIES 6' 0' TO 13' 8'
END ELEVATION
WITH DOOR
VARIES 6' 0' TO 13' 8
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWALL)
4-x4' P.T. ATTACHED WITH
H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
END WALL
SEE HEADER
DETAIL
1,4 RUNNER
ON INSIDE
2z4 STUDS 0
24' 0.C. MAX.
•000R & WINDOW LOCATIONS VARY
HEADER
DETAIL
2'
/
/
/
/
/
D4 ALUMINUM WALL
/ SHEATHING OPTIONS
/
/
END WALL
2x4 SOLE PLATE
BOOR FRAMING
///;;;-
ALL STUDS SECURED TO SOLE PLATE
AND R00R FRAMING WITH 0.039'
(1mm)x12- STRAP W/6-10a NAILS
0R EQUAL
FLOOR SHEATHING:
3/4' PLYWOOD
- 3/4' P.T. PLYWOOD
- 3/4' T&G
- 3/4' P.T. T&G
STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS
04
ARIES 6'-O' TO I3'-8'
RIP
1
III
4G' 0' MAx.
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS. SHEET METAL CLAMPS. TIES, 0R CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LET
THAN 0.040' NOMINAL THICKNESS
FLOOR JOIST, SEE SCHEDULE FOR SIZE
TABLE
SKID RUNNER
2
SPACING*
SHED *TOni
1 X1
x2
x3
13'-8'
1 I'-101'
IT-10f'
1'-1 or
11'-8'
2'-6'
6'-4'
-
10'-0'
8'-0'
1 0'-9'-
8'-0'
51'
-
540.39 wa: nID11 0. OF .last 10 COMM Or CZ 4-•4•
SKpS ONLY. I3'-8' 1,10E SHEDS WVE (4) Sus OF was
2x6 P.T. 24' 0.C. TYP.
OPTIONAL 125PSF 0 16' 0.C.
TT. WITH 3/4" T&G PLYBOARD
4'x4' P.T. ATTACHED WITH
H24 0R EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
ROOF DEAD LOAD • • • • • •
•
•e.•6 •.•.•.
41•• •
•
•
•
0
•
• • l••1
ROOF LIVE LOAD • • • • • • 3oPif 0R 3001b POIN•T LOAD
FLOOR DEAD LOAD
• • • • 0.1DPSF.
FLOOR LIVE LOAD • •• • •mumirimit
••
'R' RATING OF WAyL=,.F Iii ROOF N/A
-111-111-00
MODULES PER BUI1DI•Nft •• • 1.
••�••
HURRICANE PROTECTION USAGE
•
••••••
• • ••
•
0
•••••
••••••
•••••• •
HURRICANE SHELTOR UStGE • N0• •
•
SQUARE FOOTAGE • 719 *.FT. OR LESS♦ • • • • •
•
• • • •REVISIOIQS
REV
• • DEECRIPTON • • •
• •
•• •
• •
0;it'I .131
UJ
Z
J
Z
Drown By:
Dote:
MTB
12/12/17
O Score:
H N/A
(n W Model,#:
Q (n
_J LLJ
O I—
LL]
W J
QQ
(n O
U
W
O
SS—B-180CR1
GENERAL NOTE.
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
GOVERNED BY LOCAL JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
CODE PER SECTION 1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION
REQUIREMENTS TO MEET CODE.
4. ALL STUDS, RAFTERS TRUSSES, ETC. ARE 2x4 B2 SPE, EXCEPT
AS NOTED.
5. STRUCTURES OVER 400 SQ. FT. WILL HAVE AN 80' MINIMUM
DOOR.
6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
CODES.
7. ALL WINDOWS AND 000R5 TO MEET THE MINIMUM SPECIFICATIONS
AS PER FLOROA BUILDING CODE
8. RAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE
M044806S; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE
WITH ANY EXISTING BRAKES/BENDS IN THE STRAP.
Matthew T. 8aldWin P.E.
Florida License #64608
WITHOUT DOOR
FLOOR FRAMING PLAN
mSheet: SSB-1 OF
i
SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
• BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-6"
13'-8"
280
3'-6"
11'-8"
240
10'-0"
200
3'-6"
8'-0"
160
3,-6„
6'-0"
120
3,-6„
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-101"
1'-101"
1'-101"
11'-8"
2'-8"
6'-4"
-
10'-O"
1'-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10"
51"
-
"VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13 -8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
(4,900LB)
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x44"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD*
MATERIAL
I
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
* BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11.-8" AND 13.-8" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW*(PLF)
END PAD
MAX. SPACING
END PAD
SIDE DTYPE RUNNER
PA
INTERIORPAD
DPAD TYPE RUNNEER
13'-8"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
1 1 '-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658L6
I, II, III, OR IV
1866LB
I, II, III, OR IV
LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD. •
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
13'-8"
7.00
243
0'-0" TO 3'-0"
10'-0"
11'-8"
6.00
208
0'-0" TO 3'-0"
10.-0"
10'-0"
5.00
174
0'-0" TO 3'-0"
10.-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-0" TO 3'-0"
10.-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0"
10.00
400
0'-0" TO 3'-0"
5-0"
* LOAD WIDTH OF UPLIFT ON RUNNER
"" LOCATION FROM END WALL OF AUGER ANCHOR
*"" MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
CONSTRUCTION TYPE
MANUFACTURED BUILDING
RESIDENTIAL LAWN STORAGE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
Vw-200mph
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT • •
IMPORTANCE FAL*OR • • • •
•
ROOF DEAD LOAD
ROOF LIVE LOAD
•
•
••
•
••
• •/• 0.18
• P15
•IbPsr
•
•
•
2OSSF OR 3oa1s ••
• • • •
FLOOR DEAD Lad' • • • • • BPSF
FLOOR LIVE LOW • • •
"R" RATING OF WILLS! *LOOR, ROOF • •
••
•
•
e6TD. 76PSF-:1,1605P
•
•d17A
MODULES PER e01L•IS1 •
•
•
HURRICANE PR•TIICTIOND USAGE
HURRICANE SI L Ej .1iViE
SQUARE FOOT4E • •
•
••
•
••••
D•
NO
N0
• •
• • • •
•
••••
•
•
LESS THAN 720 SO.FT.•
•
• • REVI0191 • •
REV
••.• :DESCRIPTON
2017 FBC •• • •
• • •
• • •
•
1PeT.,
9/16/17
•BY I
MTB
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
►NOTCH
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET "
1/2"x5" (400 LB.) CONCRETE
ANCHOR INTO SLAB
I�!
R-s
II!
OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
TO 2"x6" P.T. BASE
► J r4" MIN.
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
1/2" COUPLER••
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
" 1/2" COUPLER
1/2"x12"
�I' 4" MIN.
•WEDGE
FORGED EYEBOLT
�,
1
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
SHED WITH
�i SIS
LI
CONCRETE
LOCAL
'NO FLOOR' OPTION
SLAB BY OTHERS THROUGH
CODES AND JURISDICTION
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
SHED
TYPE I, II, III, OR IV PAD WITH
v BLOCKING AS REQUIRED (SEE TABLE 3).
I
WITH SKID
1/2"x3" (400 LB.) SIMPSON A-24 CONCRETE
CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL
(SEE TABLE 1 FOR SPACING)
SHED WITH SKID
SLAB BY OTHERS THROUGH
CODES AND JURISDICTION
ANCHORED TO CONCRETE
ANCHORED TO CONCRETE
TO PAD OR BLOCKING
TIE -DOWN DETAILS
DOUBLE WIDE SHEDS
w
1-
Drawn By:
MTB
Date:
4/26/16
Scale:
Model#:
N/A
ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
.atk
1/18/18
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: AD-1 OF 1