1601 S Sanford Ave - BR18-004559 - SHEDCITY
OFR13"RD
1 Nov 19 PERMIT APPLICATION
BUILDING DIVISION
Application No:
Documented Construction Value-4 o o
cful?Address: ! d j Wit'( R VK. S 2A c 132771 Historic District: Yes No.®
Parcel ID: Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
iDescription=ofWork: -n e, It'1, (O! 8
t
I p )( I Z 6r1
PlanRevieW Co toactPerson: N t )Se Title: 06 to -eu- Pdhone:
42), IC Fax: Em_ail:=_A&) In ,e 11 - i- U `1-f<'0_ c Pro
ert, r0wner<1,nformation Wbe 1CX 1A"r Y I iz S e c or,.P y famekk-
e jii ..ti Phone:3z(g12,G)gI eet:
l lrbt , we Resident of property?:y,
State Zip:' SJL-6,fs'_T 32371 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 M 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 V/ that
a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, 0
FBC 105.3 Shall be inscribed with the date of application and the code in effect as ofthat date: 6' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements ofthis permit, there maybe 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 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 ofthe 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.
Fvl Q
Signature ofOwner/Agent Date
Print Owner/Agent's Name
Signature '.*ate ofF1orQEBBIE BLANTON Da
MY COMMISSION 1 FF 176643
EXPIRES: February 25, 2019BondedTh '%P„,t`•``' ru Notary Public Underwrites
Owner/Agent is Personally Know to Me or
Produced ID Type of ID
e V-,p Z
Signature of Contractor/Agent
Print Contractor/Agent's Name
Date
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 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:
ENGINEERING:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes []No
COMMENTS: _ Ok to install /()' x /.? ' ( A10 sgft) shed as shown
on plan. Meets area and dimension regulations for the
SR -/A zoning district. Shed must be a minimum of
ft from the side property line and a minimum of
7 from the rear property line.
WASTE WATER:
BUILDING:
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
y\1
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, 1 am the responsible party of record on a permit. I understand that 1
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
11 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. I also
ry understand that the construction must comply with all applicable laws, ordinances, building codes, and
f a zoning regulations.
y5
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.
Pro"" perty Address: I" I %I f m e , S 4" t f, V
f- M + (; sfi ( w 'w , 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 abQye.
Signature of Owner- uilder Date
Form of Identification U
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
CITY OF
Building & Fire Prevention Division
SHED / GAZEBO PERMIT GUIDELINES
FIRE DEPARTMENT
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
9- Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
C Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value of the project.
C60"' Copy of applicable contractor's license issued by the State of Florida (if contractor is
applicant).
CB'- A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
ry Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
R( Owner Builder Statement / Affidavit (if owner is applicant).
12" Two (2) site plans indicating proposed location and distances to property line(s).
CJ Shed 10'x 12'or less:
Signed and notarized Shed Affidavit
C?r Gazebo 10' x 12' or less:
Two (2) copies of Construction plans (legibly hand -drawn or drafted) indicating in detail how the
structure will be built. All framing members and sizes as well as framing connectors must be
specified.
Foundation detail — how will gazebo be secured to the foundation
E Shed or Gazebo greater than 10' x 12':
Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per
FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings.
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of manufacturer's installation instructions.
Florida State Department of Community Affairs Approved Building.
These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may
not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Effective: August 1, 2017
CITY OF
SANFORD Building& Fire Prevention Division
FIRE DEPARTMENT
RESIDENTIAL SHED AFFIDAVIT
120 SQUARE FEET OR LESS)
PERMIT##: ( I —1 ADDRESS: C) t aynT C
S
HEREBY AFFIRM THAT ALL OF THE FOREGOING
INFORMATION IS TRUE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE
FOLLOWING: INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER
RECOMMENDATIONS, AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST
ADHERE TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED
LOCATION WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE
OWNER'S EXPENSE.
El LICENSED CONTRACTOR
LICENSE #:
COMPANY/CONTRACTOR:
CONTRACTOR SIGNATURE: DATE:
HOMEOWNER (OWNER/BUILDER)
OWNER/BUILDERNAME:
OWNER / BUILDER SIGNATURE:--!.i DATE:
PLEASE NOTE"
THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR
LESS. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND
WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE SHED.
STATE OF FLORIDA COUNTY OF
Sworn to and SubscribVO before me thisd `'/ day of 20/ es by:
ho is Personal) Known to me or has roduced (type ofY \ r (
YP
i4e ratification) U l. " p- ffjs identif/icatti—on.
1U--
Signature of Notary Public Y'P D®BIEBIANTONy,:
State of Florida °* ' MY COMMISSION # FF 17641i0i9
e' EXPIRES: February 25,2
e • • • •' oQ° Bonded Thru Notary Public Underwriters
Print/Type/Stamp Name
of Notary Public
Effective: August 1, 2017
NOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V.1t = 155
Vasd = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY:
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
WIND PRESSURE (psf) (ASD VALUES) 59 PSF (ZONE 2, 3)
BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4)
42 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18
ENCLOSED BUILDING) -0.18
FLORIDA BUILDING APPROVAL NUMBERS--
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
FL20743.1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
FL10674.1-R12.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.2-R3.
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1.
8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING -
FLORIDA BUILDING APPROVAL #FL16391.1-R1.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
TRS700 - TALL WALL - T-0 1/4"(84 1/4")
TRS800 - TALL WALL - 8'-0 1/4" (96 1/4")
TUFF S}{ED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
UNINHABITED UTILITY SHED UP TO 10' WIDE x UP TO 24' LONG
P.O. #
Drawn By: PK
Date: 2/21 /17
Checked By:
Building SIZe.WIDTH-LENGTH- HEIGHT - SO. Ff. AREA
Date:
Scale: N.T.S.
TRS700, TRS800
OVERHANG OPTION
REFER TO THE TRUSS DESIGN ON PAGE 3
FOR LUMBER SIZE, TRUSS SPACING,
PITCH AND PLATE SIZE
FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEAR
12 12 SHINGLES - FL10674.1-R12
6 Q5 -OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218.1-R2
2X BLOCKING TYP
2 XX
Q ( SEE THE TRUSS
io W T_ CONNECTION
o W DETAIL - DETAIL 2
cl
co < SEE SHEET 3 FOR M WALL FRAMING TO BE
STEEL FLOOR WITH Q 2x4 SPF #2 OR BETTER
ANCHOR DETAIL. OR
CD
@ 16" O.C.
i FOUNDATION DETAIL
8'-0" TO 1 T-0" WIDE
0
OBUILDING SECTION
SCALE: N.T.S.
7UUBLE TOP ?LATE
CRIPPLES (IF REQ.)
HEADERS FOR
DPENINGS UP TO 3'-0"
2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO 3'-0"
3 WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
RAFTER
SIMPSON H2.5A PL
INSIDE AT EACH F
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SQ INCH VENT
FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0" USE
2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" USE
2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0" USE
2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECtKING n
FOR OPENINGS UP TO
DOOR HEADER D3BFORSIDEWALLS
SCALE: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
303) 753-8833 EXT. 96315
WALL TOP I
OTRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
TOE NAIL WITH (3)
6d NAILS, (2) ONE
IDE, (1) OTHER
IDE
r'01001 1: STUD
STUD
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
A 4 HEADER DETAIL
FOR END WALLS
SCALE: N.T.S. s I ±trrtf
TITLE DRAWING NO.
FL-TRS800-01
BUILDING SECTIONS
Na l3b35
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 6th EDITION (2017) I SHEET 1
155C
PAGE 1 OF 4
SINGLE DOOR ASSEMBLY
TOP VIEW
BOLT LATCH ON FIXED DOOR FOR
0-0= DOOR
ATTACH (1) BOLT LATCH AT THE TOP AND
1) BOLT LATCH AT THE BOTTOM OF THE
FIXED DOOR. ATTACH EACH BOLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
8 x 2" SQUARE DRIVE WOOD
SCREWS.
1"Fin
DOUBLE DOOR ASSEMBLYBTOPVIEW
BOLT LATCH ON FIXED
DOOR FOR DOUBLE DOOR
WHEN THE FIXED DOOR IS
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED, THE
TOP BOLT LATCH WILL REST
AGAINST THE INSIDE EDGE OF
THE HEADER, AND THE BOTTOM
BOLT WILL REST IN A
PRE -DRILLED HOLE IN THE
FLOOR DECKING.
DOOR THRESHOLD
2 DOUBLE DOOR ASSEMBLY
SIDE VIEW
SCALE: N.T.S.
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE TRS700 AND TRS800 DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTALBEINGWALLWALLOPENINGCOMBINEDBEINGWALLWALLCOMB. COMBINEDUSEDWIDTHLENGTHEDGENAILINGNOTE2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
NO OPENINGS ALONG THE WALL
8' 1 8'-24' 18d NAILS @ 6" O.C. 0' 8'-24'
10' 1 8'-24' 8d NAILS @ 6" O.C. 1 0' 1 8'-24'
MIN 2'-4" RTN WALLS ON EACH END OF WALL- MIN 2'-4" WALL SEGMENT
8' 8'-24' 8d NAILS 6" O.C. UP TO 12' 5'
8' 8'-24' 8d NAILS 4" O.C. UP TO 12' 3'
10, 10'-24' 8d NAILS 6" O.C. UP TO 12' 6'
10, 10'-24' 8d NAILS 4" O.C. UP TO 12' 4'
10' 1 10'-24' 8d NAILS @ 3" O.C. UP TO 12' 3'
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
1111=01no nnno SHEATHING
HINGE ATTACHMENT
3) TUFF SHED HINGES
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
FRONT VIEW
SCALE: N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
ROOF SHEATHING (7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
10, 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
NO OPENINGS ALONG THE WALL
8' 8'-14' 8d NAILS @ 6" O.C. 0' 8'
8' 16'-20' 8d NAILS @ 4" O.C. 0' 8'
8' 22'-24' 8d NAILS @ 3" O.C. 0' 8'
10, 10'-16' 8d NAILS @ 6" O.C. 0' 10,
10, 18'-24' 8d NAILS @ 4" O.C. 0' 10,
MIN 2'-4" RTN WALLS ON EACH END OF WALL- -MIN 2'-4" WALL SEGMENT
8' 8' 8d NAILS @ 6" O.C. 3' 5'
8' 10'-12' 8d NAILS @ 4" O.C. 3' 5'
8' 14'-16' 8d NAILS @ 3" O.C. 3' 5'
8' 8'-10' 8d NAILS @ 4" O.C. 4' 4'
8' 12' 8d NAILS @ 3" O.C. 4' 4'
10, 10'-12' 8d NAILS 6" O.C. 3' 7'
10, 14'-18' 8d NAILS @ 4" O.C. 3' 7'
10, 20'-22' 8d NAILS @ 3" O.C. 3' 7'
10, 10' 8d NAILS @ 6" O.C. 6'
10, 12'-14' 8d NAILS @ 4" O.C. 6'
10, 16'-20' 6'
10, 10, 8d NAILS @ 4" O.C. 6' 4'
1 8d NAILS @ 3" O.C. 6' 4'
TABLE NOTES:
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. USE 8d COMMON OR GALVANIZED BOX NAILS.
4. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
Order #. P.O. # THESE DRAWINGS AND THE ";":; TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. S F •,is Ji, TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT : < FL-TRS800-01
DRAWINGS ARE FORA o. 6835 DOOR DETAILS
Storage Buildings & Garages Date: 2/21/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.i• Site Address: AND BUILT BY TUFF SHED. _ NAILING REQUIREMENTS REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET '• TAT of FBC, 6th EDITION (2017) SHEET
Date:SHED DENVER, COLORADO 80210 - •' ' Q
Building SIZe.WIDTH -LENGTH - HEIGHT- SQ. FT. AREA
Scale: N.T.S. RECORDD THE ENGINEER OF (
303) 753-8833 EXT. 96315 ,J C` "=.•O"a o P'tJ 155C
f '` `{" ., : PAGE 2 OF 4
flltlliiill ,.
12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
10 X 3/4" PAN
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC. ----
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH SPACING
6'-12' 8" O.C.
OSTEEL SHED BASE DETAIL
SCALE: N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
OR-
OT24SWB
W
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
600T125-054) ICC ER-4943P.
2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
STUD
3/8" NYLON
LOCK NUT
z BASEPLATE
FLOOR PLY
0
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
DEPTH = 2 1/4" STEEL SH
MIN. EDGE DISTANCE = 6" BASE
SPACING: RE: KWIK 4" CONCRETE
TABLE SHEET 3 PAD MIN
EMBEDMENT
ANC
BOLT A MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N.T.S.
KWIK BOLT ANCHORS
INTO CONCRETEE: DETAIL 3 SH ET 3
WIDTH LENGTH QTY
8' 8'-14' 6
8' 16'-20' 8
8' 22'-24' 10
10, 10'-16' 6
10' 18'-24' 8
NOTES: z
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2
TRIM
SIDING
2X4X2'
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
z 3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
CORNER STUD
A
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
PART NUMBERS:
OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
OR-
OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 4,725 LBS
STUD
JJ
w
0
U)
SIDING
AUGER ANCHORS
WIDTH LENGTH OF ANCHORS
8' 8'-24' 4 ANCHORS
10, 10'-24' 4 ANCHORS
TRIM
N END WALL
r`
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE of TRIM
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES
4 CONTINUOUS
1 3/4' TOP & BOTTOM
CONCRETE FLOOR
1
2. PROVIDE (1) ANCHOR AT EA. CORNER _ z `%i\%\\/\\ . .
OF THE BUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE \SLAB
LENGTH OF THE BUILDING. (1/2 THE ,\/ REINFO EMENTREMAININGANCHORSONEA. LENGTH 3" CLR. SIDE EQUALLY SPACED). ER NO S BELOW
v >_ TYP.
M 8 IC D SLAB
MIN.
CONCRETE FOUNDATION D IIj
U >- FINISH
cal ~ GRADE
4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: B
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
Order #. P.O. # THESE DRAWINGS AND THE r `s ' ' •}
f
f/if TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. `' . yJ •>r fTUFFCustomer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT F'••; '1 FL-TRS800-01
DRAWINGS ARE FOR A % DETAILS
Storage Buildings & Garages Date: 2/21/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. =. :•
N• 6 35 _ g g g Site Address: REV. LEVEL 01ANDBUILTBYTUFFSHED.
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE
O 1777 S. HARRISON STREET FBC, 6th EDITION (2017) SHEET
FORBIDDEN BY BOTH TUFF p ;
Building SIze:WIDTH-LENGTH-HEIGHT-SD.FT.gREq Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 cam•,• TA of ;:Q
RECORD (303) 753-8833 EXT. 96315 'r '• o a 13 ' 155C
PAGE 3 OF 4Scale: N.T.S. i,,<a,'..... :'fs
77f/1ldrillw10
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
z o3j s 115/8
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
12
NOTES: 6
s!^ 12 FBC, 6th EDITION (2017)
125 ANSI/TP1 1-2007
19 TRUSSES TO BE SPACED @ 24" OC
4'-6%" N
MATERIAL TO BE 2X4 SPRUCE PINE FIR #2 OR
BETTER
3X4t 20 PLATES PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
1 EACH SIDE
12
6
r_i 11/.• 7,-n3/.-
1 tAUH JIUt
TUFF SHED
Order #.
Customer:
P.O. #
Drawn By: PK
Storage Buildings & Garages Site Address:
Date: 2/21/17
TUFF SHED, MFG. FACILITIES Checked By:
Date:
Building SI2:e.WIDTH- LENGTH - HEIGHT- SO. FT. AREA
Scale: N.T.S.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS UP TO
16 FT UNLESS CEILING JOIST OR OTHER TENSION
TIE IS PROVIDED.
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC-ES #ESR-1082.
NOTE: RAFTER IS DESIGNED AS AN
IMPORTANCE CATEGORY I STRUCTURE
AGRICULTURAL OR MINOR STORAGE
FACILITY WITH LOW HAZARD TO HUMAN
LIFE) W/ CORRESPONDING LOAD
REDUCTIONS. FOR ALL OTHER USE, SITE
SPECIFIC DESIGN IS REQUIRED.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
DEFLECTION
VERT LL: 0.26 in.
VERT TL: 0.52 in.
REACTIONS:
MAX. VERTICAL: 436 LBS.
MAX. UPLIFT: -315 LBS.
WIND:
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
303) 753-8833 EXT.96315
1 No. 835
ST TE F
TITLE
TRUSS DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL-TRS800-01
IREV. LEVEL 01 1 ISHEET
PAGE
4 OF 4 IN
I
I
BOUNDARYSURVEY
LEGAL DESCRIPTION: LOTS 5, 6 AND 7, BLOCK 7, SAN LANTA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 3, PAGE(S) 80, OF 'THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; AND ALSO LESS THE NORTH 10 FEET OFSAIDLOT5ANDTHESOUTH38FEETOFSAIDLOT7THEREOF.
q j Ok to install !u' x 1-? (lam s ft shed as shownSCALE: 1 "=30''; I I ' y5/ q )
on plan. Meets area and dimension regulations for the
NOV 7 Le-114 zoning district. Shed must be a minimum of
0 ft from the side property line and a minimum of
7 from the rear property line.
j1I TIP
LOT 13 LOT 14 LOT 15 I
0
moo, [Di
REMAINDER
LOT 5
BLK 7
LOT 4
moo, [DJ
S00173'02'W 120.00'
100,101 r U.E
LOT 5
LESS N.10'
BLK 7
4
m
2
120.
71 119.94' [M]
56 00' CPI
LOT 6
BLK 7
1&00' [D]
0.5, JQOO' [D]
SOOW 02'W
LOT 7
3 LESS
S.38'
BLK 7
ONE SMRY
r.as
0601
56.00' [P] f - 11tLc
o
N
SANFOIRD AVENUE -_-
60' RA)
R/GNT—Q WAY LINE CENT E BUILDING SETBACK LINE BARB WRE FENCE WOOD FENCE
Al— AIR CONDITIONER
CENTRAL ANGLE
BLK — BLOCK
CHORD BEARING
C,aS — CONCRETE BLOCK STRUCTURE
C.M. — CONCRETE MONUMENT
CONC. — CONCRETE
D — DEED
a& — DRAINAGE EASEMENT
E — EAST
F.F.E — FIN/SHED FLOOR ELEVATION
FND — FOUND
ID. — IDAN77RCA77ON
I.P. — IRON PIPE
l.R. — IRON ROD
I.R.C. — IRON ROD h CAP
DRAWN BY: CHECKED BY:
FM INM
CERTIFIED Tar
MICHAEL AND TARYN R. WHELAN
MORTGAGErT, INC.
FIRST AMERICAN TITLE INS. CO.
L - ARC LENGTH P.aL - Pow ON LINE
L.B. - LAND SIURWKNG BUSINESS P.R.C. - POINT OF REVERSE CURVELS - LAND SURVEYOR P.R.M. - PERMANENT REFERENCE
M - MEASURED MONUMENTN - NORTH P.T. - POINT OF TANGENTN&o - NAIL AND DISK R - RADIUS
p - PLAT R/W - RIGHT OF WAY
P.C. - PONT OF CUR VA7URE . S/1Y - SIDEWALK
P.C.C. - POINT OF COMPOUND CURVATURE S - SOUTH
P.C.P. - PERMANENT CONTROL POINT UE - U77UTY EASEMENT
P.L. - PROPERTY LINE W - MESr
P.aa - POINT OF BEGINNING WF:Z - 41000 FRAME STRUCTUREP.aa - POINT OF COMMENCEMENT
P.aL - POINT ON LINE
P.R.M. - PERMANENT REFERENCE
MONUMENT
COMMUNITY NO
120294
PANEL- SYUMx- FI.R.M. CAM
0045 E 04/17/95
ZONE. FLOOD
SURVEY NO. FIELD DAM
25400 02/02/07
BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE ,OF SANFORD AVENUE BEING
ASSUMED N00100'00"E
Long Surveying, Inc.
Specializing in Residential Surveying"
LB No. 7371
101 N. Country Club Road, Suite 220
Lake Mary, FL 32746
Office 407-330-9717 or 407-330-9716
Fax 407-330-9775
W WW. LONGS UR VEYING. COM
a
g REMAINDER
g
LOT 7
W BLK 7
R
LOT 8
2.4'
2'
3B00 D C
N00170'00
CHA FENCE STTITr
X e FOUND 'X' CUT IN CONC.
O — SET 112' REVAR AND CAP
PSM LB 7J71
a FOUND PROPERTY CORNER
4' x 4' CONCRETE MONUMENT
INU
COVERED AREA
f" - CONCRETE
7h/a survey a based on
a
sa/pt/on as provided b,,
the O/ent
TInla Surro has not obland shown hereon fa
eosamenN is of woy of record which
may affect he GUe w' unnDonotstructpropeY.
No footing owrh /ccP d sit as show
No knpromr,, utp/t/es hatit bean i sled except as
shown
Thla y fa t ;W/d without the slgnoI re and the
d ro/sed o/ a FIor/da //tensed rmy oiiid Mapper
ert/Raotlon; I carlIfy that Ole survey wou ode under myectlonandthat /t meets the.mkrk.rum t lnlcal aterda ds
rot forth by the Board of Proforsltnal L Surveyors andMapperehChoptarB1C17-6, Flartda A h/atmt/w Code,
pursuant to Sect/on 472027, Flbrw Statutes