HomeMy WebLinkAbout101 Meadow Ctpyt000r CITY OF SANFORD
dS BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 16--3001-
"/V
Documented Construction Value: $ 0Ut
C7
Job Address:
Parcel ID:
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo
Description of Work:
Historic District: Yes ❑ No ❑
Residential ❑ Commercial ❑
Change of Use ❑ Move ❑
i" '-J l n'e / D
Plan Review Contact Person: `10 L^ yel y e—r- Title: 0 (�V ke- V
Phone: (407 )E3'78 —2,804 Fax: Email:
JO�roperty wner Information
Name Phone: �D (�Zll'vrllolerl' �L � 7 �
Street: 1 I e Com. Resident Resident of property? : 1V)0
City, State Zip: `-�c Ic-� Z74 (o
Contractor Information
Name Se - 14 Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name:
Street:
Phone:
Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address:
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 hasv�
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioA)
in this jurisdiction. I understand that a separate permit -must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building da
Revised: June 30.2015 Permit Application
NOTICE: In addition to the requirements of this permit; there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, .
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be on in compliance with all applicable laws regulating construction and zoning.
t-1�44.4 L 11/16
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name9rVA . �& n
/ /. �9./j�,
ignature of Notary -State of Florida
;Y•,,, DEBBIEBLANTON
= MY COMMISSION t FF 178646
;.Q EXPIRES: February 25.2019
'• A' Th
Bonded N NDIM Public t)ndew�'.ls
Owner/Agent is Personally Known to Me or
Produced ID Type of ID 1: 16 Lf
ems• '/I/ Vjy
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:
Total Sq Ft of Bldg:
Occupancy Use:
Flood Zone:
Min. Occupancy Load: # of Stories;
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING:rk - UTILITIES:
ENGINEERING: FIRE:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: eA; tt-16-N6
COMMENTS: V11—I nS+a' ( , IDt x i0 , At� WA W111'► l r'hVM y � neat'
d 2Z%
Revised: June 30.2015 Permit Application
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
-homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
Rev. 9.14.2009
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
J
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
Jresponsible
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. 1 also understand that a contractor is required by law to be
C
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
J )
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.
JI
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
J'
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. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
J
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
Jr'(
1
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
1
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
L
Property Address: /01
1, %1_JU14 v► t--ewIJ
and capable of performing the requested
condition71/,)
ecified abovere__�
l i
Signature of Owner -Builder
I h f ✓ , do hereby state that 1 am qualified
in involved with the permit application filed and agree to the
Form of Identification
(Must be Photo ID)
Date
- tl / /q / &,, -
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
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
�C
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
/
zoning regulations.
I am of aware of construction practices and 1 have access to the Florida Building Codes.
1 understand that 1 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. 1 also understand that I may contact the Florida
J j
Construction Industry Licensing Board at I-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
/
more information about licensed contractors.
1 am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that 1 am the party legally and financially responsible for the proposed construction activity at the address
Jlisted
below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
JC
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
Jam(
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: /01
1, %1_JU14 v► t--ewIJ
and capable of performing the requested
condition71/,)
ecified abovere__�
l i
Signature of Owner -Builder
I h f ✓ , do hereby state that 1 am qualified
in involved with the permit application filed and agree to the
Form of Identification
(Must be Photo ID)
Date
- tl / /q / &,, -
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
RECORD COPY
NOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 5th EDITION (2014)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V„ It = 155
V.W = 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)
IMPORTANCE FACTOR: (6): 1.0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1)
WIND PRESSURE (psfl (ASD VALUES) 67 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 CROFT LLC - FLORIDA BUILDING APPROVAL
#FL15585-R2.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674-R10.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.2.
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL5218-R2.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1.
UNINHABITED UTILITY SHED
SR600,
OVERHANG OPTIONS
LD
UP TO 12' WIDE x UP TO 24' LONG
TR700, PR
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
12 FLORIDA APPROVED OWENS RAFTER
CORNING OAKRIDGE 30 YEAR
4 SHINGLES - FL10674-R10
-OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218-R2
SEE THE TRUSS SIMPSON H2.5A PL
INSIDE AT EACH I
CONNECTION
DETAIL - DETAIL 2 WALL TOP
SEE SHEET 3 FOR STEEL FLOCK WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE' N.TS
HEADER NAILING: REVIEV1/ED FOR CODE CONIPLMNCE
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER_ 15r -
16d @ 16" STAGGERED FACE NAIL PLANS EXAMINER
tc.
NAILING: DATE
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-81/4" (681/4")
TR700 - V-8 1/4" (80 1/4")
PR - 6'-41/2" (761/2")
G
#16-3005
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
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
P.O. #
Drawn By: PK
Site Address: Date: 12/3/14
Checked By:
Date:
Building Size:WIDTH.LENGTH-HEIcNT-SO.Fr.MMA
Scale: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO T-0"
USE (2) 2x4 SYP #2
,2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
KING STUD
FOR WINDOW OPENINGS UP TO T-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
WALL FRAMING TO BE
2x4 SYP #2 OR BETTER
@ 16" O.C.
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
TOE NAIL WITH (3)
'8D NAILS, (2) ONE
,IDE, (1) OTHER
,IDE
OTRUSS TO WALL
CONNECTION DETAIL
SCALE N.T.S.
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SYP #2
OPE INGS 4'-1" TO 6-0"
USE 2) 2x6 SYP #2
OPE INGS V-1" TO 8' -0 -
USE (2) 2x8 SYP #2
ING STUD
TRIMMER
BASE PLATE
FLOOR DECKI
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DET
3B FOR SIDE WALLS
SCALE: NJ S.
TUFF SHED, INC. FLORIDA LICENSE PE #76_
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618
SEALER'S PRINTED NAME t
RICHARD WILLS -a s
9'•.
SEAL/
CRIPPLE STUD
HEADERS FOR: J
OPENINGS UP TO 6-0" USE(2)2x4 SYP #2
OPENINGS 6'-1" TO 8'-0" US(2) 2X6 SYP #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
C 4 HEADER DETAIL FOR
E N • < , END WALLS
s' . ,n
76835
ATE OF
ORIV ••�C.�
NAL
TLE
r
BUILDING SECTIONS
.DEADER FRAMING DETAILS
FBC, 5th EDITION (2014)
DRAWING NO.
FL -PR -SR -TR -01
IREV.LEVEL 01 I
ISHEET 1 I
155C PAGE 1 OF 4
SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S.
BOLT LATCH ON FIXED DOOR FOR
ATTACH M BOLT LATCH AT THE TOP AND
FIXETHE
D DOOR. TT CHLT LATCH AT THEEACH OLTBOTTOLATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
END WALL EDGE NAILING REQUIREMENTS
MARK
UP TO 12'
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
6' 6'-18' 8d NAILS @ 6" O.C.
MAX.
6'-18'
MARK
8' 8'-24' 8d NAILS @ 6" O.C.
0'
8'-24'
ATTACH STRIKE PLATE WITH (3)
10' 10'-24' 8d NAILS @ 6" O.C.
WALLS
END
SIDE
12'_24' Sd NAILS 6" O.C.
@
COMB.
MIN TOTAL
WALLS
END
SIDE
WALL SEGMENT
MAX.
MIN TOTAL
BEING
WALL
WALL
0' 12'
OPENING
COMBINED
BEING
WALL
WALL
8'
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SHEAR WALL
INSTALL DOOR HANDLE PER
NO OPENINGS ALONG THE WALL
8d NAILS 6" O.C.
UP TO 12'
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
6' 6'-18' 8d NAILS @ 6" O.C.
0'
6'-18'
SQUARE DRIVE WOOD SCREWS.
8' 8'-24' 8d NAILS @ 6" O.C.
0'
8'-24'
ATTACH STRIKE PLATE WITH (3)
10' 10'-24' 8d NAILS @ 6" O.C.
0'
10'-24'
#8 x 2" SQUARE DRIVE WOOD12'
SCREWS.
12'_24' Sd NAILS 6" O.C.
@
0'
12'-24'
8d NAILS @ 12" O.0
• MIN 2'-0" RTN WALLS ON EACH END OF WALL-
•MIN 2'-0"
WALL SEGMENT
DOUBLE DOOR ASSEMBLY
B TOP VIEW
SCALE NTS. I
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
8'
6'-18'
8d NAILS 6" O.C.
UP TO 12'
4'
8'
8'-24'8d
NAILS 0 6" O.C.
UP TO 12'
4'
10'
10'-24'
8d NAILS @ 4" O.C.
UP TO 12'
4'
12'
12'-24'
8d NAILS @ 4" O.C.
UP TO 12'
4'
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8"SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
HINGE ATTACHMENT
RTUFF SHED HINGES
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY
SIDE VIEW 3 FRONT VIEW
SCALE N.T.S. SCALE: N.TS
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48'x 801/4" ON SINGLE HUNG DOORS AND 96"x 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
ROOF SHEATHING (7/16" OSB)
6--g-
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
8'
8'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
IV
10'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
12'
12'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TABLE NOTES:
NO OPENINGS ALONG THE WALL
6--g-
6'
6'
8d NAILS @ 6" O.C.
SEE NOTE 3
6'
8'-9'
8d NAILS @ 4" O.C.
SEE NOTE 3
6'
10'-12'
8d NAILS @ 6" O.C.
0' 6'
6'
14'-18'
8d NAILS @ 4" O.C.
0' 6'
8'
1 8'-24'
18d NAILS @ 6" O.C.
0' 8'
10'
10'-24'
18d NAILS @ 6" O.C.
0' 10'
12'
12'-24'
8d NAILS @ 6" O.C.
0' 12'
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL-
•MIN 2'-0" WALL SEGMENT
6'
6--g-
8d NAILS @ 6" O. .
3'
SEE NOTE 3
8d NAILS @ 6" O.C. BS
3'
2' RE: NOTE 6
6'
14'-18'
8d NAILS @ 4" O.C. BS
3'
2' RE: NOTE 6
8'
8'-14'
8d NAILS 0 6" O.C.
3'
5'
8'
1 16'-22'
8d NAILS 0 4" O.C.
3'
51
8'
24'
8d NAILS 0 3" O.C.
3'
5'
8'
8'-10'
8d NAILS @ 6" O.C.
4'
4'
8'
12'-16'
8d NAILS @ 4" O.C.
4'
4-
8.
18'-24'
8d NAILS @ 3" O.C.
4'
4'
10'
10'-22'
8d NAILS A 6" O.C.
3'
7-
10,
24'
8d NAILS @ 4" O.C.
3'
7-
10'
10'-18'
8d NAILS @ 6" O.C.
6'
10'
20'-24'
8d NAILS @ 4" O.C.
4'
6'
10'
10'
8d NAILS 6" O.C.
6'
'
10'
12'-18'
8d NAILS @ 4" O.C.
6'
4'
IV
20'-24'
8d NAILS @ 3" O.C.
6'
4'
12'
12'-24'
8d NAILS 6
4'
8'
12'
2'-18'
6
6'
12'
20'-24'
6'
6
12'
L-+
12'-18'
A
8'
4-
20'-24'
8'
4-
1. NAILING IS FOR 3/8" SMARTSIDE
2. NO SINGLE OPENING GREATER 1
3. " 6' WIDE X 6'-9' LENGTH BUILDIN
THE END WALL OPPOSITE OF T
3 -SIDED DIAPHRAGM CASES. T
A MIN. RETURN WALL ON EACH
4. USE COMMON OR GAL ANIZED E
5. FIELD NAILING FOR 3/ SMA TS
6. ON THESE BUILDINGS X 1 18'
OFFSET. THERE WILL E A ' P/
OF THE DOOR.
7. (BS) - DESIGNATES WA ST
�T
ANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
IAN 8'-0"
S ARE BASED ON 3 -SIDED DIAPHRAGM.
E OPENING MUST BE FULLY SHEATHED, IN THE
E END WALL WITH THE OPENING DOES NOT HAVE
IDE OF THE OPENING.
)X NAILS.
IE: 8d 0 12" O.C.
HE 3' 50OR IN THE END WALL WILL NEED TO BE
JEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE
EEEQiTO BE SHEATHED ON BOTH SIDES.
D '!
N S;.'`•�LO�'
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. FLORIDA LICENSE PE #7660 T�'FLE DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY o. 76835 -
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT = • .�� � DOOR DETAILS FL -PR -SR -TR -01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME=
Storage Buildings & Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. "
g g g -o AILING REQUIREMENTS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
TUFF SHED, MFG. FACILITIES ATE o F
BuildingSiZe:WIDTN•L NCTN-N Date:ked By: SHED AND THE ENGINEER OF DENVERANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. , SON 02 0 /��� �S�C�JaI� FBC, 5th EDITION (2014) SHEET
E Er4ff-SO.FT.AREA ` 2
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 5618 SEAL / SIG/ dt►�f`ATE 155C PAGE 2 OF 4
#12-14 X 3" HEX HEAD—
SELF-DRILLING SCREWS
3/4" APA OR TECO RAI
T8LG 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' 1 8" O.C.
OSTEEL SHED BASE DETAIL
SCALE N.T.S.
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / 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 8L 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.
SIDING ::,,STUD
WIDTH
TRIM
6'
6'-10'
3/8" NYLON
3/8" CARRIAGE
LOCK NUT
BOLT (GRADE 2)
8'
8'-14'
Z BASEPLATE
8'
FLOOR PLY
OT17SWB
8'
-OR-
10
OT24SW6
,
6"
IT
o
IN
1/2" HILTI KWIK BOLT TZ
8
STAINLESS STEEL 304
12'-18'
EMBEDMENT DEPTH = 2 1/4"
STEEL SHED
MIN. EDGE DISTANCE = 6"
BASE
ANCHOR SPACING: RE: KWIK
4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE. N.T.S.
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH QTY
6'
6'-10'
6
6'
12'-18'
8
8'
8'-14'
6
8'
16'-20'
8
8'
22'-24'
10
10'
10'-16'
6
10'
18'-24'
8
12'
12'-18'
6
12'
20'-24'
8
6
NOTES: ` Z
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (1/2 THE
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
0
Z-)
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWBSIDEWALL 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 5,080 LBS
SIDING
TRIM
N END WALL I
� LANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE N.T.S.
AUGER ANCHORS
TRIM
LENGTH
# OF ANCHORS
SIDING
2X4X2,
4 ANCHORS
8'
BLOCK
4 ANCHORS
10'
10'-24'
4 ANCHORS
ATTACH BRACKET TO
12'-24'
4 ANCHORS
STUD THRU HOLE IN
ANCHOR PLATE WITH
Z
3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
CORNER STUD
0
Z-)
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWBSIDEWALL 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 5,080 LBS
SIDING
TRIM
N END WALL I
� LANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE N.T.S.
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10'
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
1 3/4 TOP 8 BOTTOM
U H FINISH CONCRETE FLOOR
r> GRADE
A---- v
,,` SLAB
REINFORCEMENT
It a 3" CLR. PER NOTES BElf
U TYP.
7-1
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, tc = 25W PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 6D. 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
12' 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 V 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.
8" THICKEN nDuMIN.
CONCRETE FOUNDATION DETAILSCALE. NJA;.fpj�' L • ' •! '%
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. FLORIDA LICENSE PE #76 tITLE DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY zz o. 76835
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT - i� • DETAILS FL -PR -SR -TR -01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME * +
Date: 12/3/14 BUILDING TO BE SUPPLIED
Storage Buildings &Garages RICHARD J. WILLS, P.E. = ': :� � REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 90 TATE of 'Q �� FBC, 5th EDITION 2014
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET i,c� •.,.0 OR I O ,.a4k! ( ) SHEET
Building Size:wwTN.LENGTN.NEM.NT-so FT.ANEA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 i��/CANAL �\
Scale: N.T.S.:1 RECORD (303) 753-8833 EXT. 5618 SEAL/ S�f>;MR%4fu' ►-TE 155C PAGE 3 OF 4
3X4 20 PLATES
3'-0" 1 EACH SIDE
12
Qa
t 1`
a 6'-0"
uS
N
3X4 20 PLATES c i
u� 1 EACH SIDE
C? 4'-0"
r 4 :2
1/2+
12
Qa
°
co
8'-0-
04
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD =10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 5th EDITION (2014)
ANSI/ TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC -ES #ESR -1082.
N
� 18.0°
10'-0"
u�
N
— 3X4 20 GA PLATES
1 EACH SIDE
6' SPAN
REACTIONS:
12 MAX. VERTICAL: 205 LBS.
Qa MAX. UPLIFT: -160 LBS.
3X4 20 GA PLATES
1 EACH SIDE
6'-0"
12
Qa
3X6 20 GA
PLATES
1 EACH SIDE
CO
N 6,-0"
12'-0"
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 510 LBS.
MAX. UPLIFT: -250 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
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.
TUFF SHED
Order #.
Customer:
P.O. #
Drawn By: PK
Storage Buildings & Garages
Date: 12/3/14
Site Address:
TUFF SHED, MFG. FACILITIES
Checked By:
Building Size:wro,,,•LEnc,,,•HeIcHr•so.FT. AREA
Date:
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
TUFF SHED, INC. FLORIDA LICENSE PE
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618
_ 76835
SEALER'S PRINTED NAME !
RICHARD WILLS -o S ATE OF
p�,•P4oa�0
6/0NA1 E,
SEAL
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 630 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
TLE DRAWING NO.
•' TRUSS DETAILS FL -PR -SR -TR -01
REV.LEVEL 01
FBC, 5th EDITION (2014) SHEET
,\\�\ 4
155C
PTE PAGE 4 OF 4
4 .
N
$ I 59'57"N Ova'"
r0
MEADOW
.
N
� 1
INGRESS AND EGRESS rG
LJ_ .104.35
1 � ' Co,ic. • a ti C�� 2
n
o N •rim %iNK ��r'-6 ___ •��
o� W A= 9 5 57 E
0 0 " N 4
•IN P.0.8.`�
N t8 0
1
1 m c• • ^ o �
-fir
1 J p r
IC
�• � � i� � :• Og �: SNlO Q i
^* 031.17
nn
• �� O �� i v
v,
x �c
S, INC. DOUDNEY BUILDING 200 EAS
REQUIRED INSPECTION SEQUENCE
BP# r6- 3oe K' Address: xo% t&���j a
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building Other
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
777
Ins ection Descri tion
Plumbin Under ound
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Min Max
Inspection Description
rground
h