215 Margret Rd - BR18-004478 - SHEDo
FURrj, froCITY OF
E SXNFORDrL PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: .-e 74 /) gvrl— Historic District: Yes NON
Parcel ID: Residential 0 Commercial
Type of Work: New AdditionEl Alteration Repair Demo Change of Use Move Description
of Work:r lD / Plan
Review Contact Person: Phone:
Fax: Email: Title:
Property
Owner Information Name
Phone: --Xd 7- 7/ 7- 6 Street: _ /.
G)r Q e a Resident of property?: X's . City,
State Zip: ,CG 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.
1
a'
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 6' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this 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 ofthe property of the requirements ofFlorida 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 ofsubmittal. 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, creditwill 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.
Signature of Owner/Agent Date Signature ofContractor/Agent Date
Print Contractor/Agent's Name
Date . Signature ofNotary -State of Florida Date
NOTARY PUBLIC
STATE OF FLORIDA
Comm# GG217377
Owner/A ispl @tiianow to Me or Contractor/Agent is Personally Known to Me or
Produced ID _j Type of ID L Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories•
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: j , /3• / 9 UTILITIES:
ENGINEERING: FIRE:
Fire Alarm Permit: Yes No
COMMENr
Ok to install _x /G U sgft) shed as shown
on plan. Meets area and dimension regulations for the
al zoning district. Shed must be a minimum of
U_ft from the side property line and a minimum of
q from the rear property line.
WASTE WATER:
BUILDING:
CITY QF •
Building & Fire Prevention Division
FIRE DEPARTMENT
RESIDENTIAL SHED AFFIDAVIT
120 SQUARE FEET OR LESS) /
f lielcj( PERMIT #: ADDRESS: J / V 1 Q Qre
1 6err D /i ly-p( 'HEREBY AFF THATALL OF THE FOREGOING -
INFORMATION IS TRUE AND ACC TE. THE SHED TO BE INSTALLED ON THE PROPERTY LIS ABOVE WILL BE REQUIRED TO MEET THE
FOLLOWING: INSTALLED TO MEET A L MANUFACTURER REQUIREMENTS, PROPERLY TIED D WN PER MANUFACTURER
RECOMMENDATIONS, AND LOCATED THE PROPERTY IN ACCORDANCE WITH THE APPR ED SITE PLAN. SITE BUILT SHEDS MUST
ADHERE TO COMMON CONSTRUCTION P CTICES. I UNDERSTAND THAT FAILURE TO P PERLY LOCATE THE SHED IN THE APPROVED
LOCATION WILL BE A VIOLATION OF CITY ODES AND COULD RESULT IN THE SHED H ING TO BE RELOCATED OR TAKEN DOWN AT THE
OWNER'S EXPENSE.
1-1 LICENSED CONTRACTOR
LICENSE #:
COMPANY / CONTRACTOR:
CONTRACTOR SIGNATURE:
HOMEOWNER (OWNER/BUILDER)
OWNER/BUILDER NAME: 61'1i<,
OWNER / BUILDER SIGNATURE:
DATE:
DATE: 11 41
PLEASE NOTE"
THE BUILDING DEPARTMENT WILL/NOCONDUCT ANY INSPECTIONS O HEDS SIZED 120 SQUARE FEET OR
LESS. THIS AFFIDAVIT MUST BE PRD, SIGNED AND NOTARIZED, AT E TIME OF PERMIT SUBMITTAL AND
WILL SUFFICE AS THE FINAL INSPEAPPROVAL FOR THE SHED.
STATE OF FLORIDA COUNTY OF
Sworn to and
identification)
before me this day of
Signature of otary Public
State of Florfda
Print/Type/Stamp Name
of Notary Public
20 by:
Who is Personally Known to me or has Produced
as identification.
Effective: August 1, 2017
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 1 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. 1 also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
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
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes 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 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:_ /MQ "a ref 1COri . JQti 7`D d I, ,
14,- -/ !?. , )yn 4. (. , do hereby state that I am qualified and
capable performing the requested construction involved with the permit application filed and agree to the conM-
I`
edabove. l
Signature
of Owner -Builder Date Form
of Identification _f rr /i ce f.Sc Must
be Photo ID) 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
SCPA Parcel View: 36-19-30-534-0700-0010 Page I of 2
Property __Record Card
Parcel: 36-19-30-534-0700-0010PAPPOURPropertyAddress: 2,15 MARGARET RD SANFORDr FL 32771
7-77: 77:7,11
Parcel Information Value Summary
2019—Worki,n-g—-2018— Certified
Values Values
Valuation Method Cost/Market 1 Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 25,578 7— 25,578
Land Value Ag
Just/Market Value** 25,578 25,578
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 I $o
i P&G Adj $0 $0
Assessed Value $25,578 $25,5780
Tax Amount without SOH: $480.08
2018,Tax Bill Amount $480.08
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
http://pareeldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193053407000010 11/7/2018
SCPA Parcel View: 36-19-30-534-0700-0010 Page 2 of 2
FRONT FOOT 8 DEPTH 98.00 1 111 00 0 1 $300.00 ' $25,578L:
Building Information
Permits
Permit # Descri lion Ip ( Agency Amount CO Date Permit Date
00853 NEW SFR SANFORD $255,116 ? 7/11/2018 6/2/2017
Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district In which the property Is located.
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=36193053407000010 11 /7/2018
FINAL SURVEY
LEGAL DESCRIPTION:
LOT 1 & 2, BLOCK 7, HIGHLAND PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED INPLATBOOK4, PAGE 28, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTYAPPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OFSANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007,
CERTIFIED TO:
GI BERT O. SANFORD AND DEBORAH SANFORD; THE CLOSING AGENT, LLC; CHICAGO TITLEINURANCECOMPANY; PLANET HOME LENDING
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Florida
Manufactured (Modular) Buildings
USER: Public User
Manufactured (M r Buildin 5 Menu > Plan Search > Plan Lis > Plan Detail
Plan Tracking #
Code Version
Building Type
Municipal Jail
Manufacturer
Agency
Agency Plan #
School District
Contract Agency
Construction Type
Fire Protection
Fire Suppression System
Occupancy
Allowable # of Stories
Wind Velocity
Fire Rating of Exterior Walls
Maximum Floor Load
Alternate Maximum Floor Load
Roof Load
R" Rating of Floor, Wall, and Roof
Modules per Building
Square Footage
Approved for Hurricane Protection Usage
Designed for use as a Hurricane Public Shelter
Comments
Original Plan Tracking #
Date of Agency Approval
Date Submitted
Date Accepted
Status
33220
2017
Storage Sheds
No
Handi-House Manufacturing Company
Professional Service Industries
HH-WTA-180C
V-B
B
No
Storage
1
180 mph Exposure C
0 h rs
Area Live - psf Dead - psf
125 125 10
20 10
0,0,0
1
719 Sq. Ft.
No
No
01/04/2018
01/04/2018
01/05/2018
Accepted
Date Attached File
01/04/2018 PIanID_33220_Handi House () HH-WTA-180C 2018-01-04-208555b6.p f
Cancel Plan Reviews
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida is an AA/EEO employer. QQyd ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do notsend electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine Ifyou are a licensee under Chapter 455, F,S.,
please dick here_.
Manufactured (Modular) Buildings Accepts:
It NN FOR RR E
https:lMoridabuilding.org/mb/mb_lub_plan_dtl.aspx?param=OgQwMGULGpxNQPM7MIZ7geJkirJd FsFNrfLACBonM66blwH3LNwYxLpjSxpYTh5hrn4v... 1 /2
Intertek
January 4, 2018
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road
Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Handi House Manufacturing Company (MFT 178)
Agency Plan # HH-WTA-180C
Dear Mr. Campbell:
Intertek-PSI Tel +1407 304 5560 1748
33rd Street Fax +1407 304 5561 Orlando, FL
32839 intertek.com/building Professional Service
Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science Solutions, in
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, Wh Edition 2014 NEC
These plans
comply with Florida Product Approval Rule 61G20-3.006 (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 #82379 Department Manager
Building Science
Solutions CC: Bonnie
Gowen — Handi House Manufacturing — handihousemfg@gmail.com I'I
Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek own Testing ServicesNAInc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK- ATI"), and
MT Group Inc. ("INTERTEK-MT"). www.intertek.
com/building
5 WALL SHEATHING OPTIONS PSI APPR - -
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WITH .25"-14x.75" HWH
TRAXX/1 AT 6" O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
xc w 2x4 STUDS, SPACED AT
24" O.0 MAX.
a3
0
I
2.5"x.5" CORRUGATED
PANELS FASTENED W/ #8x1.5"
WOOD SCREW AT 6" O.0 OR EQUAL.
2x4 STUDS SPACED
AT 24" O.0 MAX.
VARIES, 30'-0" MAX.
TYPICAL FRAME SECTION
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
ATTACH ROOF FRAMING
TO TOP PLATE OF
WALL FRAMING
1)18" 20 GAUGE METAL STRAP
AT EACH RAFTER SECURED WITH
4) 0.131x2.25" NAILS EACH
END, MIN. (OPTIONAL ADDITIONAL
SIMPSON HTS 16 (OR EQUAL)
OR SIMPSON H3 AND (1) H8
OR EQUALS) AT EACH STUD
PSI APPROVAL 2018-01-0 ROOF PANELS FASTENED
WITH .25"-14x.75" HWH
TRAXX/1 AT 6" O.C.
A'
5,
0
2M
ON
WA1
2)
24" O.C. MAX11,
2,4 STUDS 8,
VARIES. 6'-0" TO
TYPICAL END WALL FRAMING
ATTACH ROOF FRAMING
TO TOP. PLATE OF
WALL FRAMING
1)18" 20 GAUGE METAL STRAP
AT EACH RAFTER SECURED WITH
4) 0.131x2.25" NAILS EACH
END, MIN. (OPTIONAL ADDITIONAL
SIMPSON HTS 16 (OR EQUAL)
2x4 STUDS SPACED
AT 24" O.0 MAX.
OVERHANG OPTION DETAILS
SIMPSON FITS 16 (OR
EQUAL) AND (1)18" METAL
STRAP AT EACH RAFTER
r
r
ATTACH TOP PLATE TO STUDS ---/
W/(2) 0.131"x3.25" NAILS. ATTACH
1 TOP PLATE TO RAFTER W jj"x3" LAG
SCREWS 2 18" O.C. MAX.
TACH WALL SECTIONS WITH
16"x3" LAG SCREWS O 18"
C. MAX.
A. T-WALL BRACING STRAPS
INTERIOR OR EXTERIOR OF EN
L (ONLY). FASTEN WITH
0.131 "x2.25" GUN NAILS OR
2.25" SCREWS AT EACH STUD.
m
10/20/17
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W sheet FBPR-4 OF 9
It-ItA.
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH A B
6'-0" 6" 42"
0" 18" 60"
10'—O" 18" 84"
24" 84"
11'-8" 28" 84"
13'-0" 36" 84"
13'-8" 40" 84"
VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
PSI APPROVAL 2018-01-C
WIDTH J01 T SI E"
6'-0" TO 8'-0" 2"x4"
8'-0..1 2"x6"
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.
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH A B
6'-0" 12" 24"
0" 16" 32"
10'-0" 20" 40"
11'—O" 22" 44"
11'-8" 24" 46"
13'-0" 26" 52"
13'-8" 28" 66"
VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
0" MAXIMUM BUILDING LENGTH — 36'-0" MAX FOR VAULTED ROOF
a ntUULL 'UN JIL[.J U'IIUNAL PORCH
2 & 3 SKID FLOOR FRAMING PLAN
7NF'fNf 70F)l9lf / -
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0
snd t, FBPR-5 OF 9
vRMek,
ps"
4"x6"
12" LAP SPLICE FASTENED WITH (6A"x4"
LAG SCREWS ON INSIDE. (3"z4" LAG
SCREWS ON OUTSIDE (9 TOTAL)
P.T. SKID SPLICE
PSI APPROVAL 2018-01-04
14"x14" NOTCH
FOR EACH JOIST
ATTACK JOIST TO SKID WITH 1%"x4"
LAG SCREW OR (2)SIMPSON H-3
OR EQUAL) AT EACH CROSSING
JOIST T 0 SKID
CONNECTION
11andi'llimm 9
NEYPE I05I191E
CODE I FOR TION
care cww
eu.n+w mrc
cowsmu•noN iwc
rwc mortcnoR c
me swlcssa smn e
CPP" s0"a
a aaxs
wio :Psm
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f.Ncmnc nco
woar,w¢ Anon
U--
WALL SHEATHING
2x4 WALL STUDS
SIMPSON H-3 gg 20GA. STRAP SOLE PLATE SECURED
WITH (4) 0.131x2.25" NAILS AT WITH 1%"x4".LAG
EACH END (OR EQUAL) SCREWS 018"O.C.
FLOOR SHEATHING
FLOOR JOIST
I
2x4 BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT
UNDER
SECURED WIITTH8LE (3)
END JOIST
0.120"x3" WIDTHTH (3)00.120 z3E NAILS
D TO END JOIST
SECURED 0112"O.C.
NAILS ®12"O.C. STAGGERED EACH SIDESIDE STAGGERED
WALL_ TO FLOOR
CONNECTION DETAIL
REV DESREMCRIPTON I DATE by ..
t
Z
0
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, ® 12"
O.C., STAGGER ROWS 6".
3`x6` SPLICE PLATE FASTENED WITH
K28 (OR EQUAL) NAILS
EACH SIDE
2) 27) x677 P.T. SKID
SPLICE SECURING
M1e
10/20/17
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FBPR-6 OF 9
HEADER DETAILS, EQUIVALENT SP S
P& iS -RR OUS DETAILS
E -^ FUUNAL 1 /2" PLYWOOD OR OS13 FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE,
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
4. WINDOW HEADERS HAVE COMBINED 50Y OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED
2) 2"x4" WITH OPTIONAL
i /2' PLYWOOD OR OSB
FILLER OR 4"x4'
2) 2"x4" WITH OPTIONAL
1/2" PLYWOOD OR OSB
FILLER OR 4"x4"
20GA. 1" WIDE STRAP OR
EOUIV. (SEE SHEET 5)
2)2"x4" OR 4"x4"
2) 2"x6" WITH OPTIONAL
1/2" PLYWOOD OR OSB
FILLER OR 4"6" 1 J
20GA. 7" WIDE STRAP OR
EOUIV. (SEE SHEET 5)
2) 2`x6" WITH OPTIONAL
1/2" PLYWOOD OR OSB
FILLER OR 4"x6"
20GA. 1" WIDE STRAP OR
EOUIV. (SEE SHEET 5)
2)2"x4"w/2"x4", (2)2"x6" OR 4"x6"
Side Wall Header Schedule (180CNe)
Buidling Width Fasteners strapL)p to 14' WideSize{d,g} d) each endxc} Max. Span NJ(b}
3'-0" 0 3— 3" x 0.131" nails
2-7'x4" 6'-0" 1 6 — 3" x 0.131" nails
Taa. bulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
C. M over 3' span and no straps are used, header must run to next stud.
d. Includes 1/2" Plywood Filler.
e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T.
f. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
g. The header can be attached to the top plate and thusly have the combined strength
equivalent and use the maximum span stated. See header details for equivalent sizes.
SINGLE FLAT
2'x4" HEADER
WINDOWS* 3'
WIDE OR LESS
WALL STUDS
1%4" TYP.
UMINUM DOOR
JN EXTERIOR
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION DETAIL
EZR10RSHEATHING
X 12"x12" OR 16'x4" BETWEEN
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
OPTIONAL)
Size(d) I Max. Span I NJ{b}
t-Z"x4" O 3-3-X u.t3r nails
2-7'x4" 9'-0" 0 6 — 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. If over 6 span and no straps are used, header must run to next stud.
d. Includes 1/7 Plywood Filler.
e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T.
f. This table is only for headers below the endwall truss. Use Side Wall
Header Schedule for headers that break bottom cord of end wall truss.
NO —STRAP' HEADER DETAIL
MAX. 8' SPAN
Hand1-Houses
rhEMP097ARE /
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Ld 10/20/17
O N/A
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D0 i -p •., STATE OF f4
Ld
L'i Matthew T. B.IdM P.E.
no,ido L— 64608
L
shed. FBPR-7 OF 9
Fastenina Schedule(r}
Lac Tales 23a.10_1J
Conneclbn Fa tlanl L«aeon
to talapbx I3-ea mmmwn RlR'. 0.,311
J-T 14 x
2.ryl i-;-eal. jz-m common(2 ur. 0. I311
2-T .OTJZ rcila l nrl aecheWu
2-T1 t•1l2'. 3. I'. 6'ewfoolwkct to exn- r2_en common 0.131 Ibca nail
wm.rtrKn l.6xnll«rto ..cnobt 13-ea common 12.o.1JI a<eren-
5r.ebnowloa.tw met z-16a Donna, (311r. 0.1az1 nineeM bee reu
6. sok pw<m)n.t non«Nbp tfid l3 vTxo.l3s-/w
T. 0.131 rei4 N 8' a.c. Typcal bce nail
T 14 ax Ntpe..1
Sde {sate togist al nocNirp ai ¢sates waP 3 - t6d common (J 1/T . 0.1J51 et 16oc.
parcl 4 - T x o.131' roo III16 o.c. inacM xali prela-r I4
Tap pate to NW 12 - t13a common (3 tY1" a o.162)
13 - T . O.13t' rena
I3-T 14 .h
jeM reil
e. sW w,ok pak I4 W:omma, R11rx0.13t1
IO-r 0.131'rWh Iloerwl
I3 - T 14 pope wpea
2- tee common (31/r. 0,1621
3 - 3' . 0.131' reih
3-r 14 IeM real
9. Dade atuea 16a (3 1IT x 0. 1351 tl 24' o c.
T a 0.13l' - tl IF oc. bce rei1
IT t4 -Pb. N 6'-
to Owthie 1« pate, 11. (3 117. 013T) tl 16 o.c.
0.131' reu N 6 o.c.Typcal bee rep
iT 14PW-, NToo
Course bP pates Ifi 16d common 13 1-x o.1621
f2-T x 0131'relb hp spice
12-T14 wp.t
II. ebcxirp lxel 1pis- a seen ro Iolopace 3 - edcwnmon (21/1. o.1311
J - T x0.131' nNla Itoxeil
13-T 14 pr Nape,
12. Run JOW la lop pbte 1. 2 117. 0.131') a16It c.
T. 0.13t rei4 at 6 o.c. ibereilTtbN.pestl6oc.
13. Top pNe., laps ant iMereectipn i2- 1. ewnmon (3la. 0.16T) face3_ 3-T. o.131'rolb14W
ren
4. ('.a111mp1E o.dx, Mo a ! IW common (311r x 0.162) IT 0, Alo eepe
15. C 'ling pbts to pate 13 W wm[ron (21IT x 0.131') 6 - T . 0.131' Ielh ` Iuroil
13-TI4
W c ifX)om header toftW 14 as comma, (2117, 0.1311 Uoereil
11, Ceiling pbts. Ill -1u 11- 13 I64 Common 13 1?. 0. M-) minimwn, Tana 23oe. 10 4.1
ISee Tabb 2306. MAI) 14 T x 0131 rkilc bce oil
14-T 14 Wpef
16. CWapjobtslo pmlkl anarm '3-160 Common(31/r.0.115')mirpnlum. Tare 2JC6.f04.1
See Tang 23o8. 104.1) 14 3". 0,131 reih4 - T 14 gape Napes Ibu reii
tp. RaRer to pate I3-T. 3 - W:-- (2 11r. 0, 1311
0.131'reii.
i3 T 14 POeNpbaitureil 20.
I-Dol orellx«e to each stW ant pate I2- eecomnon(211T'. 0A 311i2
13-T rx O.I31 rei4 14cLc jbce
roil j
21. i'. SeotlH to each l s- 3-I comm1r on(21. GA 31) nail22. Wgerlon
l'x 8'soalN to each oa' 13-Bd common Q11Z.0.13t1 Ila,< 1 23. 6un'
1rp caner aWs tad common (3 1? x 0.162) 12a' o.<. r. 0.
131 relb 16 0.<. T 14
Napes 160.<. 24. 13un+
p )lrdx ant beams god oommon (r. a 97) I T0. irate reu.I IOP .nd l»domN.ppertaon pappos4e T14O•W11 staaa tl24' o c. aks 2-M
common (4'. 021 .19 3 - T .
0.131' roils Ifau nail al ergs ant at eacM1 spce 3-T
14 shpes b. Z
plinks1 1W common (3 1? x 0.162-) Ia1 each Dan 26. faltertietorani14iWcommonIFx0, 1-) I Tv0.131 Ibce reil e 4-r14tapksin. JacN
aaa to NP )3- led commas(Tx 0, 14T) 14 j4-
TT . o13, t 3tnap[ 14 gape<tap<e non I
I2
16d
common 3 - T
x 0.131' reik jbce nail 3-S
14 gg,Napes x Raol -.
11. 2dy Mpe beam j2 164 comm(3 I1T . 0.I67) 1 3-T xO.13"roon tils Ilcereil I3-T 14
Pa.1apkf 12 IW common (
3 1rz' x o.16r) 3 - T x
0.131' rails Ibce reii PSI APPRQV/t "-=
18-01-04 ledpel atdp 13 -
1M common (3 11r x 0.IIT.`"1 4 -- Tr'I
Jt 0rei4 F.0roil N Nch (oM wbM Ne«lurml parch
xW paniekboxe(bl 1rr tM k.t fbdle i.al boor. op tM wall .
oat" Oo t.minp) I 2 YT x o.113" -tin) It Y4" to
gage(o) pe Ilow (oombrelkn audlmwgerbymep
10 1 wiz Io Y4" m(a) w rnh) mvgl 23/6. 0.
113" rest',) .6 oc. Edptt ant vxermeMNe, r o.C. a1 z 1a p (p) _Po_ Pa cta N tape a1nPa zone 3 11,T to I. Be(q Ikbr b figs¢ X0 , of Ascii ]i TIT 1. 1114' M(
d)w B.(e) I"a to I
ku 601c) It 1IT to 1llr
loads a Px1N tidlrq (b ramlrgNRl
11r o, kaf 6d(0 v6 ea 1ibe2paq YlutM1inp(
p,g1
l/Z sold lets Ib. 11 page roofi, , teigII) 6d common nail Ir .
0.1131 M1b. l6 pnpe tlePkbl
ao. c. Eo oo kxenn.pNe I2513r lb. ea compagemon .
4 ((2Itreil(h) 2 117x 0,1311
Wrek^g I16 1(k,
6 o.c. Ed,. eM 4gemladialaCommon w box nNle art
ol-Ced is o lased ¢.cep water¢ nflemiae slalom. liana -1- .16 i«het - -
ai edg.t, 12 inches tl iMemkaN< Nppona e.uq 6 «lies at fulapons vA,erm eprc art 48 Mcot a mae. fw re4kqof rood.tt«turml -, W W,cw oerd 6apvatre xtl goal walla, rtkr to $MIM 2305. Meib W wea tnetlnnp ate Panto Io M commrn, brn w c.-N. common a aebm,.d alellk (m - r . o.1IF: W - 21Ir . 0.131-: 1Q1- r. 0.14T). Comma+(W-r. 0. t
1T'. W-211r. 0. 131': IOd-T.O.t4S). Dzbrrnw aekM Md - r . 0.
1 I T: W - 2 -. 0.131': 1W -T . 0146). canotion+eablaM Ndup I6d - 1 ]/
6 x 0.106'; Bd - 2Y6 . 0.1) or using (Ba r . 0.09T: 8d - 2 t? xO.t tT) reil. F.eteorm.paced3 incM1e<
m center n e.hMr edpaa.M B Irohea on center at iMxmedNexppodt, when ucetl at.iructatl aotltkp. SWM a1Wo 8 ncM m ulYx m I..dpea ant 12 1.- an Cwaer N neemediete cv oo. 1a rotlNruqurml N1e<Ilwp. CmosbnrtabtaM --I rent .171 need
ant 1In1- teV 1, br 112-1, theNNnpand IY441cn V. Iw 2v3 ,, . ,lo,,. It tanl N.P- vim
nprnual 7118J«M1 .soon or 1-h [town ant 1 114-t- I-Vp 1a IR4---Ikrg ant 1 112- 4Vt, for 2v324«hYost Pxkl xppodf to 16 1-
M bco, Itttnnph axle In to torg dimclbn of Io P t- u Mombemarkw). CV01IT.O.OWIx fimh(
I 1R'. 0. Wr) rent spEw1116 into, on -1 edges, 12 i,-l.t ihema6 a.ppo P<ml tWpona tl Nucoa. Gsirp w nmhnJsfp.cwtt 6 inches on ptrcl edge[. 12- el i,teladiNe 6lppods. Fw ool,hetlNnp apPOuliotls. M
rei4 (2 I1r . 0.11 T) art to mnknum reaertdW woad .-"t peroh. Stapes shallo1e •minimumcroon
wiAM1 of ]/Ifi eeM1. Fw tool NKtlHry .pgcNiarc, bwmers •
pl al N 41MI,ea onu1 aledges. 8Nchcs llksermedW a xgpods. Ft tt n "ol,tf
to 4Inc- on urger., a.g., 6 alchettoMem,ediate xpponc forxAaaar ant watl thniM1inp x1d3 i l,ec oncNper tlatjita. 6inches at h,lem It tuppat. brroofahea , Flltl , spaced N 4Ncot
m wMN el edge,, 6 acoa N Mermaptle Wppo . tFaNercr Atlemak so- F..-
moato ins- vial
elan apMrg bNveen them acme, en«Nry memo¢. Akemate Fastenina Schedule Conrectlon Fe9a '
T31-33. Wood
NI«turml
IKreb ant pwrkburd 1? end Iss r x 0 092 Pony seer) WY - SUMow, r«f sold nVn
shetlNng 0o fnminp) SM1em edge10' o c Strap 3 Simpson Strong -Dove®
SD Screw Schedule Strap S Fastener Schedule {a} Porch I AJ3 I 4509x1.
5' 4-S O9x 1.5" I I. Porch AJ3 750 41131.1.5' I 414wbw.4 4509x1.S 45 pht.5' Tie-0wm "'w. •.•••"` •.," Reade,ldl
iP35 WR 5-r. S3Y 0.131 S'6x 3T A«tar4.300 HP4p,41,80.81 d ]25 SJ'x 0.131' 0.131' :3 0.131omrhewed on .IPmimm fleNNrp
wane. P.- u in w.0 lase"¢, Moor F.Nan nuderm wet 6 span. Tledowns `'a. II/rWide
4.]25 ]-tOn1.5 - el6v a. All straps ur.
o
sr inNw wnn an epkM CmM meetity same Nrenpl,s. 6. asset Iles Io atW
wail le Ik Neery comeclion br 24" o.c. 8 can o eerydot t6 o.c. M rs
repwrw on comers ant N Ws adjacent I. comers. c. 0.Ny reedw on
aluminum 8 l" soalNrq vans. Handi-Houses liFY5F P057191E _ CODE
3 GOR
TIC OCf
C nmr saw Iwa1Nxa1w ,TPE PaIR'
1b1 Tli [
MTB I laetx 10/20/
17 I
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N/A W O
NM-WTA-180c
vas
eulle
f. 6 f#
Wf naYMw[EUEN. W1®NNVIQ ra uWm tw<rcostmcaox
au E l+t. ucvr K I, QMa n6ws M/aa<a
c WaG1tEr MWMYMstati,woks sots mter e naa+r d'iyelly i nawotM.. wtv r.[ (, trMaaVe9You aipael'[ ova
wtK4otaZI_ It. awc. q
I'
taPaaK- va4a i 9- o west k o
aimNan a o sq wzamtac[ rtpm•. xAR N
eas4o(11n wWw akwc u Nrnv rW tai4eep .,. Q
LtOENSF 2 N /Y" ls'
e`/ (
W
Ey1C1
STATE OF r ((, Z7
II
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i .• F •: i T•.. LORIDF`.:
n i Fs ...............•. 1 w 0
N111110 Z 1/
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P.E. Flo,;do 1J.... o f64608 n
L Sheet: FBPR-8 OF9
psi
ELECTRICAL SYMBOL KEY
iii111
RECEPTACLE
0240 240V
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
ElJUNCTION BOX
PSI APPROVAL 2018-01-04
ELECTRICAL NOTES,
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 B RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8.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.
0
0
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
SEE VARIOUS END WALL \
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
3.5" METAL STUDS
SPACED AT 24"
D.C. MAX
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
WP
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM -
EXISTING POWER SOURCE
50'-0" MAXIMUM BUILDING LENGTH
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
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THEY'RE
TIE -DOWN STRAP BOLTED THRU TIE -DOWN STRAP
SEE NOTES) — FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE 6
1/2"x3" (4,000 LB.) CONCRETE BOLT MINIMUM WITH WASHERS
WEDGE ANCHOR WITH WASHER
1/2"x3" (400 LB.) CONCRETEVA4t- WEDGE ANCHOR WITH U-CHANNEL
TYPE 3)
EXISTING 4" CONCRETE
TIE -DOWN STRAP BOLTED THRU
2x4 PLATEWASHERS
1/2"x3" (4,000 LB.) CONCRETE DURABLEEWOOD ORNAPT.)
WEDGE ANCHOR WITH 2" WASHER
FLOOR JOIST WITH 1/2" GRADE 5
B(
NUT
MINIMUMLT &
BOOIRHLAG BOLT) TIE -
DOWN STRAP BOLTED TO TYPE GRADE ---_-
d T_ __________
T
3 ANCHOR WITH 1/2" GRADE 5 BOLT
MINIMUM WITH WASHERS EXISTING
4" CONCRETE 1/
2"x3" (4,000 LB.) CONCRETE WEDGE
ANCHOR WITH U-CHANNEL TYPE
3) 1/
2"x5" (4,000 LB.) CONCRETE WEDGE
ANCHOR WITH 2" WASHER 2"
WIDE 11 GAGE STEEL 'L' BRACKET
TIE -DOWN STRAP BOLTED
THRU FLOOR JOIST WITH
1/2" GRADE 5 BOLT MINIMUM
WITH WASHERS NUT &
BOLT OR 24"LAG BOLT) 1/
2"x3" (4,000 LB.) CONCRETE WEDGE
ANCHOR WITH 2" WASHER 2x4
SOLE PLATE (NATURALLY DURABLE
WOOD OR P.T.) L <
a OPTIONAL REINFORCED CONCRETE
FOUNDATION TIE -
DOWN STRAP OR 3/16" GALVANIZED
STEEL CABLE SEE
NOTES) 1/
2"x3" (4,000 LB.) CONCRETE WEDGE
ANCHOR WITH 2" WASHER 1)
4x4 SYP #2 ON 8' WIDE OR LESS. 2)
2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL
ELSE(CAN BE SET ON (;ROUND), EXISTING
4" CONCRETE 1)
4x4 SYP #2 ON 8' WIDE OR LESS. 2)
2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL
ELSE(CAN BE SET ON GROUND). 1
EXISTING
4" CONCRETE 1)
44 SYP #2 ON 8' WIDE OR LESS. 2)
2x6 OR (1) 4x6 P.T. SYP #2 SKI ALLELSE(CAN BE SET ON GROUND). q EXISTING
4" CONCRETE TYPE
1 TYPE 2A 30"
DRIVE 30" AUGER ANCHOR
ANCHOR FOR
ROCK/CORAL FOR SOIL/CLAY 111E TYPE
3 TYPE 2B CONCRETE
30" AUGER ANCHORWITH
EXPANSION ANCHOR BOLT
FOR SOIL/CLAY TYPICAL
ANCHOR TYPES TIE -
DOWN STRAP SECURED WITH (
8) 10Dxi.5" NAILS 5/
8" x 30" EARTH ANCHOR: AUGER
STYLE FOR SOIL/CLAY, DRIVE
STYLE FOR ROCK/CORAL TABLE
2A - 165D/170C 30"
AUGER ANCHOR SPACING TABLE
2B — 140C 30"
AUGER ANCHOR SPACING lqf
j
jSr
1v.
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
2C — 12OC 30"
AUGER ANCHOR SPACING TABLE
1 A — 120C O
CONCRETE ANCHORINGTCODE
wF CODE
VERSION SHED
WIDTH MAXIMUM ANCHOR SPACING MANUFACTURER
AGENCY
SHED
WIDTH
MAXIMUM ANCHOR SPACING 24'-
0" 6'-0" BUILDING TYPE
CONSTRUCTION TYPE
UP TO
24'-0" 10'-0" 20'-0" T-0" FIRE PROTECTION FIRE i)
4x4
SYP #2 ON 8' WIDE OR LESS. 2) 2x6
OR (1) 44 P.T. SYP #2 SKIDS ALL ELSE(
CAN BE SET ON GROUND). 16'-0"
7'-6" SUPPRESSION SYSTEM
OCCUPANCY 14'-
0"
8-011 ALLOWABLE NUMBER
OF STORIES BASIC WIND
SPEED 12'-0"
9'-6" EXPOSURE ENCCOSUR6 ' 10'-
0'
10'-6" INTERNAL PRESSURE COEFFICIENT IMPORTANCE. FACTOR
8'-0"
12'-0" ROOF DEAD LOAD,.. , 6'- 0
12'-0" ROOF -LIVE
LOAD- FLOOR DEAD
LOAD" OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-
0" MAX. TIE -DOWN
STRAP BOLTED THRU FLOOR JOIST
WITH 1/2" GRADE 5 1) 4x4 SYP #2 ON 8' WIDE OR LESS. BOLT MINIMUM
WITH WASHERS 2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS NUT & BOLT
OR 24"LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). 5/8"
x 30" EARTH ANCHOR WITH EYE
HOLE: AUGER STYLE FOR SOIL/
CLAY, DRIVE STYLE FOR ROCK/
CORAL EXISTING 4"
CONCRETE OR OP L SUPPORT PAD (
P.T. W00 AL BLOCK
OR
PAD) SP T 8'-0".MAX. 1) 4x4
SYP #2 ON 8' WIDE OR LESS. 2) 2x6
OR (1) 4x6 P.T. SYP #2 SKIDS 1) 4x4
SYP #2 ON 8' WIDE OR LESS. TIE -DOWNSTRAPBOLTEDTO (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS TIE -DOWN
STRAP SEE NOTES)
1) 44 SYP #2 ON 8' WIDE OR LESS. ALL ELSE(
CAN BE SET ON GROUND). GROUND ANCHOR WITH 1 2" ALL ELSE(CAN GRADE 5BOLTMINIMUMWITHANBESET ON GROUND 2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(
CAN BE SET ON GROUND). WASHERS, ALSO
CONTINUOUS AND - TIE -DOWN STRAP BOLTED TO ATTACHED TOGROUNDANCHORGROUNDANCHORWITH1/2" GRADE ON OPPOSITESIDE6BOLTMINIMUMWITHWASHERSIx\
5/8" x 30" EARTH ANCHOR: I i 1 5/8" x 30' EARTH ANCHOR: AUGER STYLE
FOR SOIL/CLAY, I" AUGER STYLE FOR SOIL/CLAY, i DRIVE STYLE
FOR ROCK/CORAL DRIVE STYLE FOR ROCK/CORAL EXISTING 4"
CONCRETE L EXISTING 4" CONCRETE OR SUPPORT PAD (P.
T. WOOD, CONCRETE BLOCK OR OPTIONAL SUPPORT PAD (P.T. WOOD, PAD) SPACED
AT 8'-0- MAX. CONCRETE BLOCK OR PAD) SPACED AT W-
O" MAX. TIE —DOWN
DETAILS TABLE 1
B — 140C ANCHORING TO
CONCRETE SHED WIDTH
MAXIMUM ANCHOR' SPACING 24'-
0"
4'-0" 20'-0"
1 6' —
O" 5'.-6"• . 14'-0"
7'-6"
10'-0"
8'-6" 8'-0"
12'-0" 6'-0"
12'-0" TABLE 1
C-1 65D 175C SHED WIDTH
MAXIMUM ANCHOR SPACING -, 24'-
0"
3'-6'' 20'-0"
4,-0" 16'-0"
5'-0" 14'-0"
5'-6" 12'-0"
7r-O" 10'-0'
81—O"
10'-011 6'-0"
12'-0" ANCHOR SPACING
IS DESIGNED AS PER ASCE-7. 2. ALL
MEASUREMENTS ARE CENTER -TO -C1ENTER. 3. TIE -
DOWN STRAPS TO BE MINIMUM 1-N 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. ALLEARTHANCHORSSHALLHAVEAMIIMUM4,300 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 IA,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). B. 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. FLOOR LIVE
LOAD R" RATING
OF WALLS, FLOOR, ROOF MODULES PER
BUILDING HURRICANE PROTECTION
USAGE HURRICANE SHELTER
USAGE SQUARE FOOTAGE
REVIS HANDI
HOUSE
MANUFACTURING V-B
NONE NONE
STORAGE
1
Vr-
120,
0.18
1.15
1 OPSF
20PSF OR
3001b POINT LOAD 1OPSF 5OPSF
N/
A
1 NO
NO
719
SOFT.
OR LESS ADDED TYPE
2B EARTHANCHOR, ADDED LAG BOLT OPT. ADDED 'L' BRACKET
SETUP, ASS CAP NOTES ADDED 3/16"
GALVANIZED CABLE ADDED NOTE 11
ON STACKING BLOCKS 2017 FBC Z
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0
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11/15
HANDI HOUSE MANUFACTURING
CO. Fj 7/ 1
6/
1 8 Matthew T. Baldwin
P.E. Florida License #64608
Sheet: AP-1
OF 1
w m
REVIEWED FOR CODE COMPLIANCE
t
PLANS EXAMINER
DATE
S_ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
k
RECORD COPY
REQUMEDINSPECT.
A, LJL4-)R
Max fusRectiori Descriptnim.
Footer / Sdthaelc
Remwall
Fipundatimi / Form Board -Survey
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Lintel / Tie.- Beata / Fill / Down Cell
S --heathing-L W- alls-
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Insulation
Rough In FirewaJI
Scr'ewPattern Drywall /
Sheetrock Lath
Ins pec,tI-ohFinal
Solar I I-
TinatRoof.1-.- Final
Stucco- /'Siding Insulation
R-nalFinal
Utifily; Building - Final'
Door, I Final '
Wmaqw Final
Screenl.Room Final
Pool S,'creenEnclosure. Mobile
Home Building -Final Pre. -
Demo Final
Demo. Final
Single. Rest 'denceFinal.
Building (Other I(
DN'SEQUEN(CF; Address:
5t.
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s2dc—flomDescrkflon I
Electric. Underground Fbotei
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Rough T.
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Final Mk
Max luspeoon Desed2tiolm ing
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Sewer Plumbing
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Max Esiechonn DesErllj[D1tIlonMechanical
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