HomeMy WebLinkAbout2402 S Lake Ave - BR18-004489 - SHEDc;A Onjj rCITY OF
SkNFORD
DIVISION
Nov 2018 PERMIT APPLICATION
A 12-2 do
Lr --k -f Application No:
Documented Construction Value: $! LTA
Job Address:Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: New ElAddition Alteration Repair Demo Change of Use Move
Description of Work: --
Plan Review Contact Perso `L dc5 c S Title: Ca cn-fl3 &—d-- f
Phon * Fax: Email: 12- L 3
Property Owner Information
Name ,,_J) Aa-A Phone: Azg&Z
Street: 2 - -37,3t -k L& 4 lI,-- Resident ofproperty?
City, State zip(... -
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Contractor Information -
Phone:
Fax:
State License No.:
Architect/Engineer 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.
G5,,o0
FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date:6'h Edition (2017) Florida Building Code,
NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that maybe 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 ofpermit 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 aplan reviewcharge and will be considered the estimated construction value ofthejob at the time ofsubmittal. The actual constructionvalue _.
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.
n ure of Owner/Agent liate
s--
P O er/Agent's Name
Signature ofNo a
Spar Pti''. ANNETTE BLAND
ry + Notary Public - State of Florida
orc Commission # GG 06062
OrOwner/Aget,Fw°',;gyr tq
Produced ID
Signature ofContractor/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 ofBldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: //- ,4-/ /S -5, UTILITIES:
COMMENTS:
ENGINEERING: FIRE -
Fire Alarm Permit: Yes No
Ok to install _ fix /6 ( 166 sgft) shed as shown
on plan. Meets area and dimension regulations for the
Ste! zoning district. Shed must be a minimum of
7S ft fr m the side property line and a minimum of
Lfrom the rear property line.
WASTEWATER:
BUILDING: r ' 2 $
REQUMD INSPECTION' SEQUENCE;
IEBP9
i0vjgf
Am ICJ
Footer Setback
Remwall
Fbundation'/Form Board --'Survey
Slab' /' Mono Slab- Pte. ourp
Lintel. / Tie' Beam / Fill Down Cell
Sheathing L Walls'
Sheathing -.,L Roof
1 RoofDry In
Fra=
Insulation Rough In
Firewal.1 Screw Pattern
Drywall / STieetrocic
Lath Inspec,ioh
Final Solar
Final Roof .1'
Final. Stucco- /,'Siding
Insulation Final
Final Utility; Building -
Final Door
Final Window
Final Screen.Room
Final.. Pool Spreen Enclosure.
Mobile Home Building' Final
Pre: Demo
Final Demo.
Final Single 00 nily Residence,
Final. building (Other)
Addiress: I
ICY ax ti
Electric. Underground
Footei Steel Bond
Electric Rough
T.U.Q.
Pre -Power Final
Electric Final
min Mar. I Innsjpe0iomDesEj1:2t1o1M
Plumbing -Underground-
Plumb M19 S ewer
I. Plumbing Tub. Set'
I Plumbing Final
Mu Max Ih5pecoonn Dese d
Mechahical, Rough
Mechanical. Final
slim McII}Y 11rmsRe4oiDes-cx dom
Gas Underground'
Gas Rough
Gas. Fin.aI-
REVISED., Ame 20144
I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that-the-constr-uction" must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
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
listed below. '
I agree to notify the building department immediately of any additions, deletions, or chamizes to any of the
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 Boar , 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
I, ` t e-Np(,"to moo do hereby state that I. am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Si aturd of Owner-Sui7
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
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
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
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.
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.
Y
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.,n owner -builder, maybe 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 ofthe 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
omply with laws requiring the withholding of federal income tax and social security contributionsV2undertheFederalInsuranceContributionsAct (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
Jul-15-04 15:43
P.11
ear
PLAT OF SURVEY
for
RICHARD ®. and PATRICIA A. WWI
Legal Description
Lot 12, DREATWOLD 3RD SECTION REPIAT, according to the plat thereof as recorded in
P.Lat•600k 52, Page 34, of the Public Records of Seminole County,
TWRpTV 10UIL114 STRecr
Is I M
Ok to install It)_X I sqft) shed as shown a
on plan. Meets area and dimension regulations for the54-t zoning district. Shed must be a minimum of7,'5 ft from the side property line and a minimum of
y/ from the rear property line. _
B.OGd1'ft0 t GiKE'iGH
I
4. 81e Ore' 03•' W.
r
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Iy
s
135:1ri' _
a
E, 9c,00' , . , {fir
tis,r . .
psuv! .
d 1.STY CoVt, BLK. c'yv((0 SW $ C".
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SURVEY NOTES:
r3S73•
1) The street address of the above described property is 2402 Lake Avenue.
2) The above described property Lies in a Flood Zone X.
SURVEYOR'S CERTIFICATE
Technict-1
This is t0 certify that 7 have made a ,Survey of
further
above
eerti.fyn a
property
issurvey mots the t
the t Minim.
r0hereon ll
et is an
accurate representation of the same. I OZ7 of the Florida Statutes. Standards set
tarn by the Florida Dnard of Land Surveyors pursuant to Section 427. REVIISIONS,_,y_ ,
C RICHARD
B.
BROWN KIT ER
SUR EPATRICIA A. BROWN R. BLAIR KITNER -
P.L.S. NO. 338223 FIRST APERICAN TITLE INSURANCE CO. post Office Box
623. 5anfard, F1. 12772-08 407) 37a rODOpnoJFr.T Nll : -
24 SURVEY DATE. MAY S
Professi6'al
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
FLA Manutac used &aldirg FraTam
1440 Norte M omoe Street
We 90A
Tallahassee Fl a'M99.0772
PlIvne MAU t6M I, Fax 850 414 6436
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.org) 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.org 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 Scots, Govemor
D4 ALUMINUM ROOF SHEATHING
4V -U MAX.
I
1
O
1x4 RUNNERS
DI
O
Ln
of
END WA TRUSS
2"x4" TRUSS
24" O.C.
MAX.
2.4 BLOCKING
2.4 SOLE PLATE
FLOOR FRAMING
DESIGN PRESSURES
ROOF +27.8/-94.7
WALLS/DOORS/WINDOWS +32.5/-29.2
ROOF FRAMING PLAN
ELEVATION CROSS-SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITHOUT DOOR
WITH DOOR
END ELEVATION
WITH GARAGE DOOR
ONLY ON ENDWALL)
D WTH
N2a tRt LQUIVALLNT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
Side Wall Header Schedule (180C) mna waii meager -Acneouie titsL
Size{d} Max. Span NJ{b} Fasteners
Building Wtdttr (each e
Size Up to 14' Wide Fasteners w/ strap 1-2"x4•61-0" 0 4 - 3' x 0
Span NJ(b) (each end} 2-2'k4"(c) 9' o" 0{d} b - x 0
1-4"x4" Max:S-0" 0 3 - 3° x 0.131" nails a Tabulated values are br No _ grade Spruce-Fine-Firlun
4"x4" w2N4" g_ 1 b NJ- Number ofjack stud required t0 support each end. D. 6-3"x0.131"nails c Laidflat Tabulated
values are for No. 2 grade Spruce -Pine -Fir lumber. d. No bck suds, but 2x6 studs laid flat NJ -
Number ofjack studs required to support each end. W'
indavheader for window openings that have more than 50% combined stud wall above d
below, otherwise use door header schedule. See
header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T. 1.
SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 2.
SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. The
header can be attached to the top plate and thus have the combined strength I WINDOW ANDBELOW, ERWSRAVEH REEFER0DDOOORR HEADOR ERSFRAMINGALLuivalent and
use the maximum span stated. WALL DR
16'"
4' BETWEEN JOS. VENT
IS SECURED HYDROVENT DETAIL
2) 2"
K4' WITH 1/2" PLYWOOD OR OSB
FILLER OR (1)4'x4' 12" MAx.
SIDE WALL
WINDOWS DOORS SINGLE
2'
K4' HEADER END
WALLS
WINDOWS & DOOR 6'
WIDE OR LESS G.F.
I. + NOTEs-OPTIONAL ELECTRIC OUTLET ALL
WIRING
SHALL BE 14 GAGE 3-WIRE MC CABLE. SOURCE N " -
ENCASE
IN ALL METAL BOXES. L " WIRING
DIAGRAM OPTIONAL) END
WALL
2' SEE
HEADER
DETAIL 1.
4
RUNNER ON INSIDE
2.4
STUDS o 24" O.
C. MAx. t STUDS
SECURED TO SOLE PLA ID FLOOR
FRAMING WITH 0.039' STRAPW/
6-10d NAILS 4"x4"
W/2"x4" Vitt 1'
ti}IS ;, Plans Review:
Victor C.jMartin, PE FL PE #
82379, W PE M2017 LSUCCCNUO2436,
TN PE 8120939 O4 ALUMINUM
WALL SHEATHING OPTIONS
END WALL
2.4
SOLE PLATE FLOOR FRAMING
STANDARD WALL
DETAIL NOTE- WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILLTOROOFANDSECUREDTOENSUREAWITH DOORFLWINDOWOPTIONSCONTINUOUSLOADPATH. WHERE WALL MEMBERS ARE TES, OR
CUPS OF NOT
LESS FLOOR FRAMING
PLAN i®O
Lr- I-
0' JYuE srcos R4rc rq gTs erns P-T.
24' O.C. TYP. TONAL 126PSF
O 16' O.C. WITH 3/
4- T&G PLYBOARD 4' P.
T. ATTACHEDWm+ I OR
EQUIVALENT. SEE ILE 2
FOR OUAt1TITY AND ICING. CODE
VERSION
SUPERIOR SHEDS
BUILDING TYPE
RESIDENTl4L LAWN STORAGE CONSTRUCTION TYPE
V-B FIRE PROTECTION
NONE FIRE SUPPRESSION
SYSTEM NONE OCCUPANCY STORAGE
ALLOWABLE NUMBER
OF STORIES 1 BASIC WIND
SPEED V,.-180mph EXPOSURE C
ENCLOSURE ENCLOSED
INTERNAL PRESSURE
COEFFICIENT 0.18 IMPORTANCE FACTOR
1.15 ROOF DEAD
LOAD SOPSF ROOF LIVE
LOAD 3OPSF OR 30011, POINT LOAD FLOOR DEAD
LOAD 10PSF FLOOR LIVE
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 SQUARE FOOTAGE
719 SOFT. OR LESS REVISIONS LLJ
ra
I ay: Z MTB
J Date:
z 12/
12/17 0 Scale:
N/A
to LLJodel : Z co
Q SS-
B-180CR1 J LLJ
i. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE 0- tJ.J GOVERNED BY LOCAL JURISDICTION. 2. THIS
BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION LJJ -I
CODE PER SECTION 1015-22. 3. REFER
TO PE -DOWN DETAILS FOR PROPER INSTALLATION Q REQUIREMENTSTOMEETCODE. 4. ALL
STUDS, RAFTERS, TRUSSES, ETC. ARE 2a4 #2 SPF, EXCEPT U) Q
As NOTED. 5. STRUCTURES
OVER 400 SQ. Fr. WILL HAVE AN 80' MINIMUM DOOR. LLJ
6.
CUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL LL1 itCODESQ7.
ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PERFLORIDABUILDINGCODE. B. FLAT
METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL
STUDS, TRUSSES, CHORDS. ETC. TO HELP SECURE THESE MEMBERS; PROVIDEDTHATTHEADDEDBENDDOESNOTINTERFERECLw
N>
n i•"
STATE
O 0
Matthew
T. Baldwin P.E. z Florida
License #6f4608 Lij m
Sheet: SSB— 1 0r
SETUP AND INSTALLATION OF SINGLE WIDE SHED
1, BUIiDING4IS'PLAC£D 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
13ACKFILLED 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 S-6"
13'=8" 280 3'-6"
11'-8„ 240
200 3-6"
160 3, 6
6'-0" 120 3 _6
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH X1 X2 X3
13'-8" 1,--10)" 1'-104"
2'-8" 6'-4"
10'-d" V-7" 6'-10"
B'-0" 0'-9" 6'-6"
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)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS, EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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"x4"
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* MATERAL
1 2%8"06" 177BLBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
11 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III 16"06" 3950LUS ABS PLASTIC PADS
IV I 8"x8"x16" 1900LBS CONCRETE BLOCK QU LITY
CEMENT AND SAND MIX
BASED ON 20DOPSF SOIL BEARING CAPACITY (200OPSF 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 RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8" SW/DW 4-15/332 0" TO 6" 6'-0. 1936L D I, 11, III, OR IV 1879LB I, 11, III, OR IV
SW/DW 6.00/480 0" TO 6" 6'-0" 255BLO I, 14 Ill, OR IV 2558LB I, 11, III, OR IV
10'-0" SW/DW 5.00/40o 0" TO 6" S'-0" 240ULB 1, II, III, OR IV 2400LB 1, II, III, OR IV
8'-0" SW 4.00/320 0" TO 6" 6'-0" 2029LB 1, 11, III, OR IV 2133LB 1, ll, III, OR IV
6'-0" SW 3.00/240 0" TO 6" 6'-0" 166BLB 1, 11, 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. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
TABLE 4A
30" AUGERANCHOR SPACING - SINGLE WIDE SHED
WIDTH LW* I UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 13.--
8" 7.00 243 U--0" TO S--0" 10'-0" 1
1'-8" 6.00 208 0'-0" TO S-0" 10'-0" 1
T'-0" 5.00 174 0'--T TO 3'-0" 101•--0* 8'
0" 4.00 136 0'-0" TO S--T 6'-
0" 3.00 104 0'-0" TO 3* or 10'-0" TABLE
B 30"
AUGER ANCHOR SPACING - DOUBLE WIDE SHED
WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 20'-
0" 10,00 40o D'-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 15 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'-O" 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 WITH
1/2" NUT OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/
2" THREADED ROD EYES BOLTED TOGETHER WITH 1/2'x2T
THRU
2"x4' BOTTOM PLATE OPTIONAL
FOR "HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED1/2" COUPLER BOTTOM NAILED 2O1/2" COUPLER WASHERS '(2.000LH SHEAR CAPACITY 2 BASE 702"x6" P.T. BASE 1/
2%12" FORGED EYEBOLT Gt I, It 4" MIN. 1/
2"x5" (40o LB.) CONCRETE WEDGE
ANCHOR INTO LATE V._-___-- 4' MIN. THRU
2'x4' P.T. BOTTOM PLATE -`I SEE
TABLE 1 FOR SPACING) I°-------- EYES
BOLTED TOGETHER WITH 1/2"x2' BOLT &
NUT WITH (2)2'x2' GALVANIZED TYPE I, 11, In, OR IV PAD WITH BLOCKING
AS REQUIRED (SEE TABLE 3). 1/2"x3" (40o LEPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAT BY OTHERS THROUGH WASHERS (2,ODOLB SHEAR CAPACITY) A CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION 30"
EARTH AUGER ANCHOR SEE TABLE 1 FOR SPACING) SEE
TAEL.E 4 FOR SPACING) SHED
WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION TO
PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE
DOWN DETAILS CODE
Bu
CONSTRUCTION
TYPE FIRE
PROTECTION FIRE
SUPPRESSION SYSTEM OCCUPANCY
ALLOWABLE
NUMBER OF STORIES BASIC
WIND SPEED EXPOSURE
ENCLOSURE
INTERNAL
PRESSURE COEFFICIENT VPORTANCE
FACTOR ROOF
DEAD LOAD ROOF
LIVE LOAD FLOOR
DEAD LOAD FLOOR
LIVE LOAD R'
RATING OF WALLS, FLOOR, ROOF MODULES
PER BUILDING HURRICANE
PROTECTION USAGE HURRICANE
SHELTER USAGE SQUARE
FOOTAGE REVISIONS
ILOINO
1_.
CODE
INFORMATION VERSION
FBC 2017 6th Edirmn, ASCE-7 JFACTURER
SUPERIOR SI1iA5 TYPE
a 1GRES7DENTNL
U 51011AGE V-
B NONE
NONE
STORAGE
EMXOSED
0.
18 1.
15 1OPSF
2OPSF
OR 3001b* RPSF
STD.
76PSF - 12W SF OPT. N/
A NO
No
LESS
TI-M 720 SOYA f)
MTS C)
Date_ LLJ
4/26/16 Scale:
Modell:
N
A W
ALL Q
GENERAL NOTES 1.
FOUNDATION PLANS ARE NOT PART OF THIS PLAN
SET AND ARE GOVERNED BY LOCAL JURISDICTION.
ilJ
2. THIS BUILDING IS EXEMPT FROM THE FBC 1
ENERGY CONSERVATION CODE PER SECTION 1015-
22. m
3. REFER TO TIE -DOWN DETAILS FOR PROPER D
INSTALLATION REQUIREMENTS TO MEET CODE- 0
r-)
18
L.
LJ 0
Z
I
LLJ
1D
0
6/
1 / 1 8 0I
Q
Matthew T. Baldwin P.E. Florida
License #64608 Sheet:
AD- 1 07 1 Z
RECORD COPY
REVIEWED ROR CODE COMPLIANCE
PLANS EXAMINER
l-
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
1 8- 4489