HomeMy WebLinkAbout132 Dresdan Ct 17-1174; LEAN TO SITECITY OF SANFORD
BUILDING & FIRE PREVENTION
ECEEVE PERMIT APPLICATION,
APR 2 6 2017 Application No: f
Documented Construction Value: $
Job Address: 1,M Dt e SC al) C_'% Historic District: Yes No 0
Parcel ID: 33 A 30 - D0' - 000 - 5010 Residential R Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: q > ; Law-) --
Plan Review Contact Person: w2aP COX/ - /-IrMil-,'Y/ L Title: &')a)hQ-r /
Phone 'W% q aq 9LI.) Fax: J AQ)C%9g-Jg,?g
Property Owner Information /
Name 7iilu Iyooddl! Phone:Cy' )".w & 2 Street:
1 9 Ole -Selma C / Resident of property? : lzS City,
State Zip: vSG. %- % % Contractor
Information Name
Tom Saurey (Tuff Shed, Inc.) Phone: (407) 985-2990 Street:
8524 E Colonial Dr. City,
State Zip: Orlando, FL 32817 Name:
Richard Wills Street:
1777 S. Harrison St. Ste 600 City,
St, Zip: Denver, CO 80210 Bonding
Company: Address:
Fax: (
360) 998-3228 State
License No.: Architect/
Engineer Information CBC1253645
Phone: (
303) 753-8833 Fax: (
360) 998-3228 E-
mail: tuffshed@permit-it.com Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code `0 U Revised:
June 30, 2015 Permit Application
w'
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.
a
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating constrWtionjind zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
04/ 12/2017
SiEnFSture of
Tom Saurey "—
nt tractor gent's me
12/2017
Sigrr of ot. ry-star Col raclo $
TEPHANIE BUTLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20024017819
MY COMMISSION EXPIRES OCTOBER 11, 2017
Contractor is Personally Known to Me.
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 1 r Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No #
offH:
l.
Heads
3,
o,
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: Sr 4 n--1
Ok to install 4 x 8 (32 sq. ft.) shed as shown on plan. Meets area and dimension regulations for the MR-1
zoning district. Shed must be a minimum of 4 feet from the rear property line and shall not encroach
past the building footprint of the structure. Shed shall not encroach into any easements.
Revised: June 30, 2015 Permit Application
I
O STUDIO MODEL: 4-1 /
f
INSTALL DATE:
OVERHEAD VIEW
Base Paint: AAM-;gAlw
Trim Paint:
Accent Paint(AP):
AP Location: Pctrle
Shingle: __2L5f-l
DripNent Color: 14JIll /6 lowlf /
10
Options (List):
I
Customer or responsible individual will be at site at time of delivery.? ....... ............... ......... ...... ....... ........ YES
Is site clean and level? (customer understands a teveling fee inay applyff site is mare than 4' out oftevel.)....... S
Is there 18" clearance around all 4 sides of, the" building? ...................... ......................................... ......... YE
is there clear access to the building site? ...................................... .......... ............ ................. ............. YES
Is there a 1 10-volt/20 AMP power outlet within 100'?.....1.. .... —1.11111-111 ...... ........ ............ I ...... .
Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?..... E
Customer has been presented the "What to Expect" document? ......... — ........ ...................... ........ — ......... .... . ... S
Customer understands that changes, cancellations or postponement will result in restocking/rescheduling fee? ....... Y
Isthis a NO FLOOR option? ............... ............................................... ........................... .................................. .... YES
Does the Customer plan to insulate this building? — ............................. ............................. ........................................... YES
How close to the build site can we park our vehicle?............. .... ......................... ...................... - ............ ............
C-31-1
Special Instructions:
REQUIRED INSPECTION SEQUENCE
t -.l "
BUILDING PERMIT
Minn Max Insj2ection Descri Lion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing —Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drvwall / 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)
Address: 11,7 i14 ¢-,TnN" cx
ELECTRICAL .P.ERIY IT
Min Max ctiOn Descri tion
Electric Underground "
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
6"Wp-ts'f.; vT+$"d 4sl°.!$"ai!"Y'a"iF"de•A-FYS'Y'?i" d Y YT"r".
IX
Min Max Inspection Descri Lion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
11 lain I Max I Inspection Description
Mechanical Roug
Mechanical Final
min Max Insl2ection Descri tionn
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
TUFF SHED'
Storage BuBdiogs a Garages
Date: 3/15/2017
I hereby name and appoint:
an agent of: Tuff Shed, Inc.
John Hunt
Tuff Shed, Inc. Multi -Jurisdictional
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
3a D re scr" cT
Street Address)
Expiration Date for This Limited Power of Attorney: 3/15/2018
License Holder Name: Tom
State License Number:
Signature of License Holder:
STATE OF COLORADO
COUNTY OF DENVER
1253645
R- .- an f
The foregoing instrument was acknowledged before me this 16th day of March ,
2017, by Tom Saurey, who is personally known to me and did not take an oath.
77 ignature of N ary
STEPHANIE BUTLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20024017819
MY COMMISSION EXPIRES OCTOBER 11, 2017
Stephanie Butler
Print or type Notary name
Notary Public - State of Colorado
Commission No. 20024017819
My Commission Expires: October 11, 2017
NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE X UP TO 24' LONG
1. BUILDING CODE: /\ N-TOFLORIDABUILDINGCODE, 5th EDITION (2014) LEA
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) PROVIDE 2X BLOCKING BT\A/N. TRUSSES.
2. DESIGN LOADING: TOENAIL WITH (4) 16d NAILS. TYP BOTH SIDES.
WIND SPEED (T1609.3.1): Vult = 155 RAFTERS TO BE SPF #2 OR BETTER PER SCHEDULE
Vasd = 120 12 -
12
FLORIDA APPROVED OWENS CORNING
EXPOSURE: C OAKRIDGE 30 YEAR SHINGLES - FL10674-R12
ROOF LIVE LOAD: 20 PSF -OR-
ROOF DEAD LOAD: 10 PSF FLORIDA APPROVED THOMPSON
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) ARCHITECTURAL METALS CO.
IMPORTANCE FACTOR. (Iw): 1.0 METAL ROOFING - FL5218.1-R2
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1)
WIND PRESSURE (psfl (ASD VALUES) 66 PSF (ZONE 2, 3)
BASED ON 10 SQ FT) WALL: 36 PSF (ZONE 4)
45 PSF (ZONE 5) 1
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.
Q cD DOUBLE TOP
PLATES Q
J w
lL7 j c
J00
O
SEE SHEET 3 FOR STEEL FLOOR WITH
I ANCHOR DETAIL OR FOUNDATION DETAIL
m T I UP TO 12'-0" WIDE
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ D)- TOE NAIL WITH (3)
FLORIDA BUILDING APPROVAL #FL17588.1. 18d NAILS, (2) ONE
HEADER NAILING: SIDE, (1) OTHER
HEADER TO STUD -
SIDE
4-16d END NAIL
RAFTER
DOUBLED HEADER
16d @ 16"
STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2
FOR WALL AND ROOF
SHEATHING NAILING.
MAX WALL HEIGHT FOR
EACH SHED:
LT - 6'-4 1/2" (76 1/2")
LOW WALL
SIMPSON H1
OR USP RT15
FOR 6' WIDE
SIMPSON H2.5A
OR USP RT7A
FOR 8'-12' WIDE
WALL TOP PLATES
SIDING
STUDS J
3 RAFTER TO WALL
CONNECTION DETAIL
Order #.
TUFF SHEE Customer:
Storage Buildings & Garages
Site Address:
TUFF SHED, MFG. FACILITIES +
Building SIZe:WIDTH-LENGTH - HEIGHT-SQ. FT. ARE
OBUILDING SECTION
SCALE: N.T.S.
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 3'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
TRIMMERS
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO T-0"
ON SIDE WALLS
4 WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
PO # THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
Drawn By: SJ OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
Date: 1/2/15 BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
Date: SHED AND THE ENGINEER OF
RECORD
Scale: N.T.S.
RAFTERS @
24" O.C.
RAFTERS @
161, O.C.
RAFTERS @
12" O.C.
SPAN JOISTS JOISTS JOISTS
6' 2X4 SPF #2 2X4 SPF #2 2X4 SPF #2
8' 2X6 SPF #2 2X6 SPF #2 2X4 SPF #2
10, 2X6 SPF #2 2X6 SPF #2 2X6 SPF #2
12' 12X8 SPF #2 2X8 SPF #2 2X6 SPF #2
WALL FRAMING TO BE 2x4
SPF #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
1/2" PLYWOOD SPACER
CRIPPLES (IF REQ.)
HEADERS FOR SEE -
OPENINGS UP TO 4'-01, DETAIL
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" KING -
USE (2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0" STUD
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0" ON
SIDE WALLS
ODOOR HEADER DETA4 F46WALLSTALLSIDEWALL
SCALE: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD L WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
303) 753-8833 EXT. 5618
I
Z_
pATE OF
KIAIll [`TI [r%
mr— Mm 1 v i nr_ UvvM
OPENINGS UP TO 6'-0" USEDETAILSHEETFORTHE (
2) 2x4 SPF #2DOORDESIGN & OPENINGS 6-1" TO 10'-0" USELIMITATIONS. (
2) 2x6 SPF #2
2 HEADER DETAIL FOR
END WALL
SCALE: N.T.S.
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
HEADERS FOR
OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2
OR SEE DETAIL
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO
6'-0" ON SIDE WALLS
i
i
76835
2\
2x4 TOP
PLATE
t2
V I 1 +ram
4DOOR HEADER DETAIL FOR4CSIDEWALLS (SHORT SIDE WALL
SCALE: N.T.S.
TITLE DRAWING NO.
FL-PLT-01
BUILDING SECTIONS
HEADER FRAMING DETAILS REV.LEVEL 01
FBC, 5TH EDITION (2014) SHEET
155C
SHEET 1 OF 3
BONA `I, N`
SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S.
BOLT LATCH ON FIXED DOOR FOR
ATTACH (1) BOLT LATCH AT THE TOP AND
P1)) BOLT LATCH AT THE BOTTOM OF THE
IXED DOOR. ATTACH EACH BOLT LATCH
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 LEAN-TO 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 TOTAL
BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
USED WICRTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL
MANUFACTURER'S
6' 6-20' 8d NAILS @ 6" O.C. 0' 6'-20' INSTRUCTIONS. USE #8 x 2-1/4"
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 WOOD 12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24'
SCREWS.
MIN 2'-6" RTN WALLS ON EACH END OF WALL- MIN 2'-6" WALL SEGMENT
DB DOUBLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S. 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
6' 6-20' 8d NAILS A 6" O.C. UP TO 12' 4'
8' 8'-24' 8d NAILS @ 6" O.C. UP TO 12' 5'
10, 10'-24, 8d NAILS @ 6" O.C. UP TO 12' 6'
12' 12'-24' 8d NAILS @ 6" O.C. UP TO 12' 7'
12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' S'
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
P3 TUFF SHED
R DOOR/DOOR
HINGES
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.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.
TART F NOTFS-
ROOF SHEATHING 7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
6' 6'-18' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
8' 8'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
10, 10'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
12' 12'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKI
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. " 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.
THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN
3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NO
A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON NAILS OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDNGS 6' X 10'-20' THE T DOOR IN THE END WALL WIL EE
SET. THERE WILL BE A 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON T O
THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SI E .
NO OPENINGS ALONG THE WALL
6' 6'-10' 18d NAILS @ 6" O.C. 0' 6'
6' 12'-16, 8d NAILS @ 4" O.C. 0' 6'
6' 18'-20' 8d NAILS @ 3" O.C. 0' 6'
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'-18, 8d NAILS @ 6" O.C. 0' 10,
10' 20'-24' 8d NAILS @ 4" O.C. 0' 10,
12' 12'-20' 8d NAILS @ 6" O.C. 0' 12'
12' 22'-24' 8d NAILS @ 4" O.C. 0' 12'
MIN 2'-6" RTN WALLS ON EACH END OF WALL- MIN 2'-6" WALL SEGMENT
6' 6'-9' 8d NAILS @ 4" O.C. (BS) 3' SEE NOTE 3
6' 10'-12' 8d NAILS @ 4" O.C. (BS) 3' 2'6" RE: NOTE
6' 14'-16' 8d NAILS @ 3" O.C. (BS) 3' 2'6" RE: NOTE
8' 8' 8d NAILS @ 6" O.C. 3' 5'
8' 10'-12' 8d NAILS 4" O.C. 3' 5'
8' 14'-16' 18d NAILS 3" O.C. 3' 5'
8' 8'-10' 8d NAILS @ 4" O.C. 4' 4'
8' 12'-14' 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'-24' 8d NAILS @ 3" O.C. 3' 7'
10, 10' 8d NAILS @ 6" O.C. 4' 6'
10, 12'-16' 8d NAILS @ 4" O.C. 4' 6'
10, 18'-20' 8d NAILS @ 3" O.C. 4 6'
10, 10' 8d NAI 4" O.C. 6' 4'
10, 12'-14' 8d NAILS @ 3" O.C. 6' 4'
12' 12'-14' 18d NAILS 9 6" O.C. 4' 8'
12' 16'-20' 4' 8'
12' 22'-24' 4' 8'
12' 12'-16' 8d NA 4 6' 6'
12' 18'-20' 6' 6'
12' 12'-14' 8d NAILS @ 3" O.C. 8' 4'
HE
HAVE
E OFF
IDE OF
Order #. PO # THESE DRAWINGS AND THE
TM INC.\/ Tr LE DRAWING NO.
DESE PROPERTY
Customer- Drawn By: SJ OF TIUF SHEDGNAREHNC. THESE ENGWEERINS DBPARTNIENT \\ ' /FL-PLT-01TUFFSHEDDRAWINGSAREFORA F : DOOR DETAILS
Storage Buildings & Garages Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
Site Address: AND BUILT BY TUFF SHED. No. 76835 NAILING REQUIREMENTS REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS •;
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = FBC, 5TH EDITION (2014) SHEET
Building SIZe.WICTH-LENGTH-HEIGHT-So F.AREA
Date. SHED AND THE ENGINEER OF DENVER, COLORADO 80210
9
RECORD (303) 753-8833 =. 5618 STAT OF
1
155C
Scale: N.T.S.Ot; i o A SHEET 2 OF 3
t//idlldllttill\\\
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 7\
3/8" CARRIAGE`
BOLT -(GRAPE 2)
OT17SWB
OR-
OT24SWB
N
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COOED
@ 24" O.C. I
SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
I 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" t 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
3/8" 'N'YLON -
LOCKiNUT_,'x,
BASEPLATE
FLOOR PLY
n
STEEL SH
BASE
4 CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N.T.S.
KWIK BOLT ANCHORS
INTO CONCRETE)
E: 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
Z
2
V 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
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OT17SWB - 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
STUD
w
0
U)
o STUD
c
SIDING
TRIM
END WALL
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
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL
EDGE OF TRIM
SCALE. N.T.S.
d 13 4„
U >- FINISH
CO ~ GRADE
a
NOTES: j
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
2. PROVIDE (1) ANCHOR AT EA. CORNER
3" CLR. OF THE BUILDING. THE REMAINING U } TYPANCHORSEQUALLYSPACEDALONGTHE _
LENGTH OF THE BUILDING. (1/2 THE co
8"
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED). MIN.
DCONCRETE FOUNDATI
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
4 CONTINUOUS
TOP & BOTTOM
NCRETE FLOOR
LAB
ENFORCEMENT
ER NOTES BELOW
CKENED SLAB
L
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, Pc= 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 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.
Order #. PO # THESE DRAWINGS AND THE R j `7////
TRLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. -•.. W/ TUFF Customer: Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ,•E s F<<s FL-PLT-01
DRAWINGS ARE FOR A ` DETAILS
Storage Buildings & Garages Date: 1 /2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. o. 76835SiteAddress: AND BUILT BY TUFF SHED. =.• •; REV. LEVEL 01
Checked By: ANY OTHER USE IS
1777 S. HARRISON STREET — SHEET
FORBIDDEN BY BOTH TUFF - = FBC, 5TH EDITION (2014)
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 oBuildingSIZe.WIDTH-LENGTH -HEIGHT -SC FT AREA STA OF :• it
1 CRECORD (303) 753-8833 EXT. 5618 % ' . .
Scale: N.T.S. i c ••, O R 1 O P r ti SHEET 3 OF 3
C)NAL771/111 II111i1
1\
RECORD COPY
REVIEWED poR CME COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
OSANFORD
17-1174
Il cJ Ncn pj cr- P-
PRO 'ED PLA, ENI
G. r_ Ok
to install 4 x 8 (32 sq. ft.) shed as shown on S _
t plan. Meets area and dimension regulations for the
MR-1 zoning district. Shed must be a minimum
of 4 feet from the rear property line and
shall not encroach past the building footprint
of the structure. Shed shall not encroach
into any easements. ro
041
OOJr09
6lop
J+
010 r•: ,
r ` b
l
i
i;
f ti aT •
t° " f
d
o-
F
Q•
y ,
Tuff Shed, Inc. - State of Florida License #CBC1253645
Product Approval (NOA) Cover Sheet Permit #
As required by Florida.Statue 553.842 and Florida Administrative Code 913-72m
Please provide the information an approval numbers for the building components listed below if they will be utilized on the building or structure.
Florida approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 2014 5th Edition
Standard Shed Materials
X Product Type Manufacturer Model#/ FL product HVHZ Exp Date
Siding Shake LP CorpCedar Shake FL9190.1-R4 NO 06/01/17
Siding La LP CorpLap FL9190.5-R4 YES 06/01/17
x Siding Panel LP CorpPanel FL9190.6-R4 YES 06/01/17
Window - Single Croft LLC Series 96 FL15585.1-R4 NO 09/27/20
Window - Sliding Tafco CorpSeries 82000 FL20743.1 NO 06/17/26
Fixed Tansom Innovations Inc. Transom FL17667 NO 12/31/18.
X Roof underla ment Woodland industries 151b Felt FL17206.1-R3 YES 06/24/24
X Asphalt Shingles Owens Corning Oakridge FL10674.1-R12 NG 08/20/17
Custom Materials Used
Siding La James L Hardie Lap FL10477.1-R4 YES
Steel Door - Inswing JELD-WEN 6 panel / 3068 / Inswing FL11136.1-R3 NO 08/31/20
Steel Door - Outswin JELD-WEN 6 panel / 3068 / Outswing FL11136.2-R3 NO 08/31/20
Full lite Door JELD-WEN 3068 FL12769.5
Full lite Door JELD-WEN 6068 FL14569.1
9 lite Door JELD-WEN 3068
Metal Roofing Thompson Arch Metal Company 5V Crimp FL5218-R2.2 NO 12/31/19
Metal Roofing Thompson Arch Metal Company TM Rib FL5218-R2.1 NO 12/31/19
Flood Vents Flood Solutions LLC Foundation FL17588 03/31/18
Florida Building Code Online Page 1 of 1
o &ff6 @Wfidme
x
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a
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Product Approval Menu > Product or Aoolication Search Application List
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Code Version 2014 FL# 9190.6
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results - Applications
FL# Tvoe Manufacturer Validated By Statu
FL9190-114 Revision LP Building Products CBUCK Engineering, Inc. Approved
History FL#: FL9190.6 561) 491-9927
Model: LP SmartSide Precision Series Panel Siding
Description: Engineered wood exterior panel siding.
Category: Panel Walls
Subcategory: Siding
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. copyright 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 not send
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(i), 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 if you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
M I eCc
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 4/17/2017