HomeMy WebLinkAbout1813 Merthie Drive1
CITY OF SANFORD
h' MAR - 5 2018 + BUILDING & FIRE PREVENTION
n==„ PERMIT APPLICATION
Application No:
Documented Construction Value: $ 2 5e?� 0 0 1 0 0
Job Address
0 l� �{�,r �y 1IL' ;IJC � V� Historic District: Yes ❑ No El
Parcel ID: Residential a Commercial ❑
Type of Work: New 11 Addition ❑ Alteration ❑ Repair ❑ Demo of Use ❑ Move ❑
1 l
Description of Work: aY1 1 ( 0
Plan Review Contact Person: V cu( `ct Title: OW /ice
Phone: "1 QA at 0 5-7OYt) Fax: Email: _
Property Owner Information
Name Phone: 40-� q1 6
Street:. (�1�r t e r`['Y \ l/� Resident of property?
City, State Zip: SC�-.v1 - U C
Contractor Information
Name Phone:
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
State License No.:
Arch itectlEng ineer Information
Phone:
Fax:
E-mail• _
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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 standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the. code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this, property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
0-(� "-a N5-
Signature of Owner/Agent / Date
Print Owner/Age is Name
0 3- off- J k
DEBBIE BILAPlTON
16Y CON1NiISSION # F'r" 178648
EXPIRES: Februar/ 25, 2019
Bonded Thru Ncta ;, PubSc Underwriters
Owner/Agent is Personally Kn to Me or
Produced ID Type of ID FJ L
e&-p ' a-/4(a/�-0
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof[]
Construction Type: Occupancy Use:
Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING: 3' 1 Co - 1'6 UTILITIES:
ENGINEERING:
COMMENTS:
RM
WASTE WATER:
BUILDING: 4F 9 • zq -18
Ok to install 10' x 16' (160 s.f.) shed as shown plan. Shed shall be a minimum of 25 feet from the front
property line facing 18th street, shed shall be a minimum of 9.87 feet from the side property line and a
minimum of 7 feet from the rear property line. Shed shall not encroach into 7 foot utility easement.
1�0
Revised: June 30, 2015
Permit Application
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
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
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the property listed, may act as my own contractor with certain restrictions even though I do not have a
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license.
I understand that building permits are not required to be signed by a property owner unless he or she is
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responsible for the construction and is not hiring a licensed contractor to assume responsibility.
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 a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I 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 own 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
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual 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 licenses required by law and by city ordinance.
I understand that it is a frequent practice 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 her 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.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed 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 laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements 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.
LLAJ
I am of aware of construction practices and I have access to the Florida Building Codes.
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, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
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listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
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information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed 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 property licensed and the status of the contractor's workers' compensation
coverage.
Property Address:
1, V& f_4 .A Gk do hereby state that I am qualified
and capable of perf rming the requested construction involved with the permit application filed and agree to the
conditions,specified above.
Signature of Owner -Builder
Form of Identification
(Must be Photo ID)
Date
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
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Insurance Company: Habitat Jar Humanity in Seminole County,
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BLOCK FD X CUT N.8957'02 E ^w/� �j
CORNER 2.2'IN WALK �J) _
66
5'CONC WALK 4 < o FCM 4 X4"
I a BLOCK
W N.00-06 28"W. 65.02'(M) CORNER
NORTH 65.00'(P) T
_ MER TH_lE DRI VE
50' R/W (IMPROVED) Property Address:
PERSIMMON AVENUE(P) 1813 Merthie Drive
Sanford, FL 32771
Survey number: SL 110893
Schedule 180C
,.� PSI APPROVAL 2018-01-18 Sideyilatl Header Schedule (180C --------End Wail Header
---- --- -------- -- --- ------- --------- .. _ Fa 1eroTs wlo strop
JQe(d} Max. JpSIT I fJJ}
D4 ALUMINUM ROOF SHEATHING Building Widths mR (a,h end){C} r..
Size Up to 14' Wide Fasteners W( St 2 k4 c-0 C 4 - 3 r 0.131' nails
40'-0" MAX. Max. Span NJ{b} (each end) 2-2'X4"(ci :' 0fd; b-'3-XU.1.3 nails -
1-4"x4" 6'-0" 0 3 - 3" x 0 131' nails a. a U ated Va ues air r Jo . gra sp uce In Irlumber. J 9
n
h
7
1x
RUNNERS
2"x4" TRUSS
RIDGE
y
0 24" O.C.
z
MAX.
END WA
TRUSS
END W6
I TRUSS
b. N I- Number of)ack Studs required to support each end. `
47c4"w7W W-0" I 1 6-3"x0A31"nails �-
- c. Laid flat :---_"-�- '-- -,
a. Tabulated values are for No. 2 grade Spruce-Pirre-Fir lumber---- - ------ ---
1 --7l—
No ..lack Studs but 2s6 Stud's Hid flat.
b. NJ - Number ofjack studs required to"support each end. l i
c. Window header for window openings that have more than WIA combined stud wall abmle {
EAND
and below, otherwise use door header schedule.
FASTENER SCHEDULE FOR HARDWARE REQUIREMENTSd. See header details for alternate layouts,. i.e. 2-2"x4" ar4"x4" P.T. HEADER SCHEDULE FOR ADDITIONAL INFORMATION.OW HEADERS HAVE COMBINED 509 OR MORE WALL FRAMING ABOVE
e. The header can be attached to the tap plate and thus have the combined strength BELOW. OTHERWISE REFER TO DOOR HEADERS. CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FBC 2017 6th Edhbt. ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL STUDS BUILDING TYPE MANUFACTURED BUILDING
I RESIDENTIAL LAWN STORAGE
I II CONSTRUCTION TYPE V-B
SINGLE 2-x4"
I
EXTERIOR HEADER FIRE PROTECTION NONE
sHTAntMG FIRE SUPPRESSION SYSTEM NONE
(2) 2"x4- WITH 1/2- PLYWOOD
OR OSB FILLER OR (1)4"x4" 2-1- OCCUPANCY STORAGE
12-x12. OR 16-x4- BETWEEN
4'x4" ALLOWABLE NUMBER OF STORIES 1
.� WALL STUDS. VENT IS SECURED
To SHEATHING As PER 12" MAX. BASIC WIND SPEED V,.-18omph
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & PTIONAL EXPOSURE a
(O& DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
yykerte, ROOF DEAD LOAD 1OPSF
G.F.1. — + NOTES -OPTIONAL ELECTRIC g ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD
OUTLET it FLOOR DEAD LOAD 10PSF
ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. CODE RFVtEN
SOURCE N I I -ENCASE IN ALL METAL BOXES. FroJessionvl 5e ire industries, I— FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT.
DESIGN PRESSURES
ROOF +27.8/-94.7 ROOF
WALLS/DOORS/WINDOWS +32.5/-29.2
FRAMING PLAN
L I I
WIRING
DIAGRAM
(OPTIONAL)
An
''4E n'fr33rdstree`
Orlcndc, Fleridc 32839
Plans Review: Victor C. Martin, PE
FL PE k82379,LAPE It42017
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
BUCCC#U02436,TNPEn2O939
HURRICANE SHELTER USAGE
NO
MREK OR ALPINE 2"x5"
OR EQUAL
END WALL
-DOOR & WINDOW LOCATIONS VARY
SQUARE FOOTAGE
719 SQ.FT. OR LESS
REVISIONS
N.
z"xa COLLAR
MTTEN OR ALPINE 2-x "
S WADE DEAL
REV
DESCRIPTON
DATE
BY
OR EQUAL
3' MAX
2.4 BLOCKING O
END WALLS
2.4STU i
24. O.C. tA
VARIE
2"VARIE
SEE HEADER
DETAIL
1x4 RUNNER
ON INSIDE
D4 ALUMINUM WALL
SHEATHING OPTIONS
//
/ /
/ / /
/ /
/
END WALL
Ld
Z
Dr.Wrt By:
MTB
J
Z
Date:
12/12/17
O
Scale:
N/A
2,4 SOLE PLATE
FLOOR FRAMING
LxU E,
VARIES 6'-0" TO 13'-B-
ELEVATION CROSS-SECTION
TYPICAL ARCH FRAME
2.4 SOLE PLATE
LX
ARIES 6'-D" TO 13'-8-
END ELEVATIONHED
WITH DOOR
�41'.41'WRH
FL24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTRY AND
SPACING.
2x4 STUDS O
24" D.C. MAx.
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WRH 0.039-
(1mm)x12- STRAP W/6-10d NAILS STANDARD
OR EQUAL
FLOOR SHEATHING: WITH DOOR &
- 3/4" PLYWOOD
- 3/4" P.T. PLYWOOD
- 3/4' T&G
- 3/4" P.T. T&G
0'-0" MAX.
WALL
WINDOW
DETAIL
OPTIONS
2x4 SOLE PLATE
FLOOR FRAMING
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, OR CUPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
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odes :
SS-B-180CR1
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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 2.4 (J2 SPF, EXCEPT
AS NOTED,
5. STRUCTURES OVER 400 So. Fr. WILL HAVE AN 80" MINIMUM
DOOR.
6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
CODES.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
FLORIDABUILDINGCODE
B ALAT PER STRAPS CANE BENT AROUND STRUCTURAL MEMBERS
OF WALL STUDS, TRUSSES, CHORDS. ETC. TO HELP SECURE THESE
42_I4-
0 DMAX.
(1)2-x4- WD FLAT
SHED WIDTH
13'-B"
6'-0"
TAB
KI RU ER
X1
2
PA I G-
x2
X3
MLMtltKJ; YHUVIULU IHnI IHt AUUED BEND DOES NOT INTERFERE
RH ANY EXISTING BRAKES BENDS IN THE STRAP.
T .
\\''
P . • ••• ��CE(VSF ��•••"• /.,
1'-1o}"
v-101"
1•-1D}•
2•-B•
6 4
-<
661fi-
0'-90-
-
I
NA U S AE FROM ERO Or J tT TO CEMER6 OF (3) SKIDS ONLY. WEE SH= HAYS (4) grs a SKIS
`
2.4 BLOCKING
END WALLS
I
C/
2.4 BLOCKING
•�
Q
2-x6" LAD FLAT
I�.`
.. ,.
•
2.6 P.T. 24" O.C. TYR.
OPTIONAL 125PSF O 16" O.C.
\
�•• STATE •� (� \
TYP. WITH 3/4• T&G PLYBOARD
/ O/ F `
-
2.4 SOLE PLATE
4"x4" P.T. ATTACHED WITH
EE
OR ryQUANTITYSAND
// F••• F ` C R I D P ('�•• `
//
BOOR FRAMING
2 FORH24
TABLE
` s•••............... •••••\ 1\ `�`
'''''
MAX
7SPACING.
' / `
O
/ O
�3 IL
<
Matthew Baldwin
----
----
----
----
----
----
----
----
----
---
CD
VARIES 6'-0- TO 13'-B- --VARIES 6'-0" TO 13•-e•
x
---
----
----
----
----
----
----
----
----
----
----
----
----
---
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Florida License #64608
FLOOR JOIST, SEE SCHEDULE FOR SIZE
Sheet: SSB-1 OF
END ELEVATION END ELEVATION
WITHOUT DOOR WITH GARAGE DOOR
Lij ::::)
(ONLY ON ENDWALL)
FLOOR FRAMING PLAN
m
SETUP AND INSTALLATION OF SINGLE WIDE SHED
SETUP AND INSTALLATION OF DOUBLE 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 2x4" 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
280
3'-0"
240
10'-0"
200
8'-0"
160
6'-0"
120
S_ 6"
SKID RUNNER SPACING*
SHED WIDTH
-- Xt•- .---='
- , ,! X2 � --
�V-10i"
X3
13'-8"
1' 104"
1'-104"
2'-8" ..
6'-4"
-
10'-0"
V-7"
6'-10"
-
6 6�
,7-VALUES yARE-'FROM END OF JOISTTTOVCENTERS OF, (2)14x4 �_
SKIDS ONLY. 13 8 }SIDE SHEDS' HAVE (4).`SEi3 OF. SKIDS
30" AUGER ANCHOR
(4,900LB)
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"
3500L65
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
IE
16"x16"
3950LBS
ABS PLASTIC PADS
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.
SUPPORT FOOTING PAD SPACING FORy RUNNER BLOCKING FOR'° SINGLE'w &�'DOUBLEt'WIDE SHEDS
R
SHED DESCRIPTION
PAD', r
MAXIMUM LOADEAND'{PAD TYPE
SHED WIDTH
TYPE
LW*(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
II, III, OR IV
1879LB
I, II, III, OR IV
11'-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 N
2400LB
1, 11, III, OR IV
8'-0"
SW
4.00/320
0" ME
2029LB
I, II, III, OR N
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, 11, 111, OR IV
1866LB
1, 11, 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"
11'-8"
6.00
208
0'-0" TO 3'-O"
10'-0"
10'-0"
5.00
174
01-0" TO 3' 0"
10'-0"
8,-0"
4.00
138
0'-0" TO 3'- O
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.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
WITH 1/2" NUT
1/2" THREADED ROD
EYES BOLTED TOGETHER WRH 1/2"x2"
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1/27C.UPLER
2"x4" BOTTOM PLATE NAILED
1/2" COUPLER - _
'1/2"x5"
WASHERS (2.000LB SHEAR CAPACITY)
(400 LB.) CONCRETE
TO 2"x6" P.T. BASE
1/2"x12" FORGED EYEBOLT '"
g c o
-
4" MIN.
s �
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
-------_ 4" MIN.
I
IGRADE
(SEE TABLE 1 FOR SPACING)
L'------- s------
EYES BOLTED TOGETHER WITH 1/2"x2" TYPE 1, II, III, OR IV PAD WITH
BOLT & NUT WITH (2)2"x2" GALVANIZED
BLOCKING AS REQUIRED (SEE TABLE 3).
1/2"x3" (400
P A-24 CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
CONCRETE STAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
WASHERS (2.000LB SHEAR CAPACITY)
CONCRETE WEDGE ANCHORHOR
CLIP
OR P OR EQUAL
(SEE TABLE i FOR SPACING)
30' EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
SHED WITH SKID
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TO PAD OR BLOCKING
TIE
-DOWN
DETAILS
CODE VERSION
MANUFACTURER
SUPERIOR SHEDS
AGENCY
PROFESSIONAL SERVICES INDVST(t1ES
BUILDING TYPE
u ACTURED BUILDI G
RESIDENTIAL LAWN STORAGE
CONSTRUCTION TYPE
V-8 I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UIIlITY - MISCELLANEOUS
ALLOWABLE NUMBER OF STORIES
1
BASIC WINO SPEED
V..-200mah
EXPOSURE - -
D
ENCLOSURE
ENCLOSED -
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF UVE LOAD
20PSF OR 300Ibs
FLOOR DEAD LOAD
8PSF
FLOOR UVE LOAD
STD. 75PSF - 125PSF OPT.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SOUARE FOOTAGE
LESS THAN 72o so.Fr.
REVISIONS
(f)
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Date:
A
ALL
6
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
11/3/16
Matthew 1. Baldwin P.E.
Florida License 164608
Sheet: AD-1 OF 1
RECORD COPY
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
-L4-12S
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
REQUIRED ID TSF EcCTI ON SEQUENCE
Riper 10 _ ., . .
i Rum DENG pp-T
MnnI Max- 71nnspLefl®ffi DesQ°fttIl®n.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab /Mono Slab Ptepour
Lintel / Tie Beam / Fili / Down Cell
Sheathing— Walls-
Sheathing— Raof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco, / Siding
Insulation Final
Final Utility Building -
Final Door
Final Window.
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final.
Pre -Demo
Final Demo
Final Single Family Residence'
Final. Building. Other
1[ MS1EIlD: June 2014
AddirRss! IQ v-7 -I- — r.
I��1�� Vif�➢.�Q.�'lEQ�14'D'il`�' .. _ ` �
1�1 IlIIIl Max. Inns ection. Desciri tIl®n
Electric. Underground -
Footer / Slab Steel Bond
Electric Rough
T-U.G.
Pre -Power Final
Electric Final
�
MIlffi
Max
- - ---- - -i --�T�Y
J(nffi�De�i�Il®ffi D���CIl'Il�DtIl®ffi
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
�y�wJ1:�!L.1GLLt1:LV.,�V..tV.u11L �LL61v'LLLL�
Mlln Max Rnsecdon DescrtDflon
Mechanical Rough
Mechanical. Final.
min max rMs ecUon. Descri tIon
Gas Underground
Gas Rough
Gas Final
A THIS INSTRUMENT PREPAR O."
lv Name: L C [
Address:
II@IIIIPIIII'IBI!IIIHEIIIIE!�III!"S;'
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: 1 11 4 7 Parcel ID Number:
GRANT MALOY, SENINOLE COUNTY
CLERK OF CIRCUIT COURT t, COPIPTROL(_ER
BK 9090 Pg 977 (iP35 )
CLERK'S A.21)1Er2'7547
RECORDED C131`13/201; tig:5f:43 Gill
RECORDING FF..ES $10.00
RECORDED BY rdtemp
19 - 3 o -Sz e--dvvv -veto
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
GENERAL DESCRIPTION OF IMPROVEMENT:
I.n.,X3 to SV eq
Fee Simple Title Holder (if other than owner) Name:
CONTRACTOR:
`.
Name: I i .
Address: 10
Persons within the State of Florida Designated by Owner upon whom notice'or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
Section 713.13(1)(b), Florida Statutes.
of
To receive a copy of the Lienor's Notice as Provided in
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my kn ledge and belief.
G � . V%r O
Owners Signature Owner's Printed Name
Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
State of :&n County of
The foregoing instrument was acknowledged before me this �� day of {m ax e,� 20 `
by T I / .<A P2 2— . Who is personally known to me ❑
N 4ne of person making statem t
OR who has produce t�tifatisz+a_ type of identification produced:
DEBBIEP•�ANTQN i�
N,Yy 1�-ISSiOi�;,'�i=i7?348 i�
EXPIFSF.S: February 25, 2U1S
f3ond2d'rhru Nc.•ap• I'ubL•c lindenrr!ar.;
Notary Signature