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RECEIVED
CITY OF SANFORD PEMT APPLICATION JA N 0 2 2007
Permit # : 0 I 0'
e ` 1
asDate: rX 13
Job Address: ' d. C ) 7 rp L 321 ? J
Description of work: t, Gl TotalSquare tSSquare1F1ootage
HistoricDistrict: Zoning: Value of Work: $ as + 6 Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy
Type: Residential Commercial Industrial Construction
Type: # of Stories: 1 # of Dwelling Units: A_ Flood Zone: AL (FEMA form required) Owners
Name & Address: Contractor
Name & Address: Bonding
Company: 1 A Address:
Mortgage
Lender: 01 A Address: •
1
Architect/
Engineer: ' WC t]lC Phone: 3o-3 — (0-7 1 - / b 3 3 Address: '
77 R GJ 14a4 'Cori l r> 1 Je oer, GO Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. 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 govemmental entities suc water management districts, state agencies, or federal agencies. Acceptance o
ify the owner of the property of the require en of FI jda Lienv, FZe Signarjpt ionwillAgent
ate
Signature of Contract o n Date P ' Owner/
gent's ame Print Contractor/Age is Name t !3
Oj .. t o 0/ap a No -
1 Date natur fNotary-State of Florida..........R ....wM..a y :'+t
Comm# DD0569558 n J
ENNIFER DIRidMONDO Expires1W301 009,"'",
Comm#D00669s68 r rinnme
Notary
Assn.. Inc qn Expires 10I3OVM POw r/
Agel
Yis'" ersona11 K o*V Attb'IVIl+t11 '" ' Contract Age s Persortall jS 3o MVA,na Notary Ann., Inc roduced ID
Pro _Pro udced IDAPPROVALS: ZONI
OTIL: FD: ENG: BLDG. "MOT Special Conditions:
Rev 03R006
T;'y
1
ill If IIINIHII111011111 "In III IIIII IIlion IN11III NOTICE OF
COMMENCEMENT Permit No.
Parcel ID:
State of
Florida County of
Seminole The undersigned
hereby gives notice that improvement will be made to
certain real property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice
of Commencement. MARY(INNE
Rl)lt1k, LLERK OF CIRCUIT COURT SENINI1LE WUNTY
RK 06539
Pq 0955; t l pq ) CLERK'S #
2007000770 Rin'011041)
01/0?M007 W011:46 PM REDIRI)INI.
1 FF1751 10.00 RFUIRI)FI)
NY L WI(inley tWFIEQQWPT RYANNF;
MORSE
DL RK
Of CIRCUt 'URI 0 NTY-
FLORII 17F 1
CLQRK w i ,
1. Descri
tion o property: o : (legal
description
of the property and street address if available) 5 t `+ I rob n.I. r rNu - rd
j R- 3271-3 1 i .
2. General
description of improvement: A:55eaxb i I-e
3. Owner
Name and address: a. Interest
in property 0t,Aj 0e-I?- b. Name
and address of fee simple titleholder (if other than Owner) 4. Contractor
Name and address: fiom 5aArey - Slu '[-„ 'ed Nil/ 7
0 .N , 0 r gl o ssv,r Z r`,Z , fit: 3a77 3 5. Surety
a. Name
and address POD jl b. Amount
of bond (l 6. Lender
Name and address: TZ. 7. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(l)(a)7., Florida Statutes: a. Name
and address j )OxA 8. In
addition to himself or herself, Owner designates tjo 07Lqi of to receive
a copy of the Lienor's Notice as provided in Section 713.13(
1)(b), Florida Statutes. 9. Expiration
date of notice of commencement (the expiration date is l yeadrom the datepf recording unless a different date is
specified) Signature of
Owner Sworn to (
or affirmed) and subscribed before me this c day of , 20 , by Vanne t-
ka-K Personally Known
or Produced Identification ,,,,,,,,,,,,,,,,,,,,,,,,,..................» Type of
Identification Produced D nXxw,5 L,?,e S JENNIFER 01RAIMON00 i COMMO D00669M
Expiros /0301M =
L FbnOeNoUryAM..
Im i a
ure otary Public, State of Florida(HIS-INSTRUMENT PREPARED.B.Y& ............. commission Expires:
NAME P I rl `` ADDR.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
y; its `13.0
18 ,17 I's
w
DAVID JOHNSON. CITA,ASA
1.A 2 A 0 1 3.A
PROPERTY p--
r
APPRAISER
dd 47 is 49 M '51 S2 2
i
SEMINOLE COUNTY FL.
1 101 E. FIRST ST44) SANFORD, F'L32771.1468
407-665-7506 44 v
43
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 12-20-30-501-0000-0480
Number of Buildings: 1
Owner: EUKER JEANNE M &
Depreciated Bldg Value: $85,317
Own/Addr: KELLER BARRY L
Depreciated EXFT Value: $4,180
Mailing Address: 805 E AIRPORT BLVD Land Value (Market): $23,205
City,State,ZipCode: SANFORD FL 32773 0LandValueAg: $0
Property Address: 805 AIRPORT BLVD E SANFORD 32773 Just/Market Value: $112,702
Subdivision Name: SOUTH PINECREST 2ND ADD
Assessed Value (SOH): $66,498
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00-HOMESTEAD (1998)
Taxable Value: $4141,498498
Dor: 01-SINGLE FAMILY
Tax Estimator
SALES
2006 VALUE SUMMARY
Deed Date Book Page Amount Vacllmp Qualified
Tax Value(without SOH): $1,750
WARRANTY DEED 1011997 03324 0434 $73,400 Improved Yes
2006 Tax Bill Amount: $779
WARRANTY DEED 07/1985 01657 0544 $47,000 Improved Yes
Save Our Homes (SOH) Savings: $971
WARRANTY DEED 01/1975 01069 0761 $28,000 Improved Yes
2006 Taxable Value: $39,561
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess
Frontage Depth
Land Unit Land PLATS: Pick...
Method Units Price Value
FRONT FOOT & LEG LOT 48 SOUTH PINECREST 2ND ADD
DEPTH
85 120 .000 300.00 $23,205 PB 10 PG 89
BUILDING INFORMATION
Bid
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1
SINGLE
1957 6 1,258 1,716 1,258 BOCKONC $
85,317 $121,881
FAMILY
Appendage I Sqft CARPORT FINISHED / 307
Appendage I Sqft UTILITY UNFINISHED / 99
Appendage I Sqft OPEN PORCH FINISHED / 52
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
POOL GUNITE 1979 450 $3,600 $9,000
COOL DECK PATIO 1979 414 $580 $1,449
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www. sepafl.orglweblre_web.seminole_county_title?PARCEL=1220305010000048... 12/22/2006
MTIVFF SHED'
Storage Beildiags a Garages
1777 South Harrison Street, Suite 600 • Denver, CO 80210
office:303-753-8833 • facsimile:303-782-5027
August 4, 2006
REGIONAL BUILDING DEPARTMENT
RE: City of Sanford
RE: Building Permits for Tuff Shed, Inc.
The following personnel are a list of employees authorized to obtain any building
permits necessary for Tuff Shed, Inc.
Tim Canter
Mike Thelen
Diana Marsh
Jason Stevens
Tuff Shed, Inc. Contractors license number is CBC1253645 expires 8/31/2008.
Tom Saurey, Preside
Tuff Shed, Inc.
STATE OF COLORADO
ss.
City & County of Denver
y 7
Subscribed and sworn to me before a Notary Public this / day of
u K - , 200Zt, by," 14 Gl /?eo"
My Commission Expires:
Notary Public
glRlSiNdA URIELMEY
Notary Pub0c
State of Colorado
www.tuHshed.com
DEC. 3. 2001 12:56PM REPUBLIC BANK • ' • N0. ]59 P. 9
AIRPORT BOULEVARD (SIGN)
ONORA' AVENUE (PLATTED)
66.00'(R&M) 24.00' ASPH
2' CONC GUTTER
OVERHEADWIRC
22A0r•
ONNC
POLE
177.41'(R
F04 CM FRB 1/r ( FRB 1/2-
PLAN•• VIEVIED i
CITYIrVANFORD PORCH
3 25.
18 0' .
10.
00' It 12.00' • 14. v
sue x
x
I10.
00' 15.
60' 3.
POOL •
ti : * 25.
4O' 4
R.'
c
0
0
33.
50' S 20'
cL FOP
1/r U.E. — WIRE FRs 1/2' OVERHEAD
it 85.
00'(R&M) o
NO
knit
IDCipNa
mawAmr
cm po /proVWM % +0 o vaL'si s vwll C s G4oRlD rtM 7. T) r pa
FM w IA4.Ma4 p y rr0 prrK10 S fW. gyp+•' ror0en W"M t i e a lots v snow K IooR rfLw CiCesoaor no+om Or o+ans ° + 1rUMMJW
a °at MW a ' r s M7 . G POW ONam wG o .o his
fiW 70 Sshoat 6i M MI I RIY 1 h
IY3p MfAAAm wCt D Or0Y0s R }p y1t OT 7Yr C7 VOL" 4) X—Abcs MClt'O W on po a IMM r fbre rPnvtmglCiLr061n n po rpr wt MC Iprr v RWD; 17) i Sri s!I 1%l peow Rr" { {M re[ 1r0brfll 4009" s S) VwAmag" YMa lONpglpC OR OM4 I T7• .OdlLpLSUOtC7MomYUL f''oCp4 r) n8.' t+
Y,
p v a7,4vo"K emu x7o176 ' 1j ... `• ..-r.:.• ; • - .
Zr..r,,_ .-1 . ..•......y..,.e: +v.-•+ ins r.... _
2x4 SPF#2 OR BETTER
RAFTERS @ 24" O.C.
RANCH SHED UP TO 12' x 24'
SUNDANCE SERIES
3x4 EAGLE METAL TRUSS PLATE
3x6 EAGLE METAL —
TRUSS PLATE /
f
12
4
TRUSS NAIL PLATES ARE:
EAGLE METAL PLATES
ICBO #ER4420)
RAFTER MANUFACTUREDv
BY TUFF -SHED
J
a SEE ATTACHED SHEET FOR THE
STEEL FLOOR WITH ANCHOR DETAIL
OR FOUNDATION DETAIL
COLLAR TIE REQUIRED ONLY ON
12' WIDE SHEDS
11 I I UP TO 12'-0" WIDE I
OBUILDING SECTION
FLORIDA APPROVED OWENS
CORNING SHINGLES
DOUBLE TOP PLATES
WALL FRAMING TO BE
2X4 SPF#2 OR BETTER
@ 16" OC.
l
Structural plan review is limited to a ,
general survey for code compliance. No
review is implied nor was taken to
I verify structural adequacyl I
DOUBLE TOP P TIE
12- PLYWOOD SPA%@W11
HEADERS FOR
OPENINGS UP TO X-O" (2)
x 4 WINDOW SILL
TRIMMERS
FLOOR DECKING
BASEPLATE
KING STUD
FLOOD VENTS IF REQUIRED
ONE SQ INCH SCREEN FOR
EVERY ONE SQ FT OF BUILDING.
I Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
VF1BC109.1
w — _—
SIDE WALL DOORS NOT
AVAILABLE ON THIS MODEL
KING STUD
ROOF EDGE NAILING SCHEDULE
OFFICE
BLDG BLDG SOUTHERN PINE OR DOUG FIR SPF#2 RAFTER
WIDTH LENGTH
6' 61- 14' 8d @ 6- O.C. 8d @ 6- O.C.
6' 6' 8d @ 4- O.C. 8d @ 4- O.C.
6' 18, 8d @ 4- - WJ BLOCKING.- 8d @ 4- 'W/ BLOCKING.-
6' z0' 8d @ 4- 'W/ BLOCKING.' 8d @ 4- 'W1 BLOCKING.'
6' 24' 8d @ 4" 'W1 BLOCKING.' 8d @ 4- 'W1 BLOCKING -
8' 6- 18' 8d @ 6- O.0 8d @ 6- O.C.
8' 20' - 22' 8d @ 6- O.C. 10d @ 6' O.C.
8' A. 8d @ 4- -W,'BLOCKING.- 8d @ 4- -WI BLOCKING.-
10' U . 22' 8d @ 6- O.C. 8d @ 6- O.C.
10' 8d @ 6- O.C. 8d @ 4. O.C.
8d @ 6' O.C. 8d @ 6- O.C.
BLOCKIN IS TO BE PLACED AT THE EVE, RIDGE, AND ALL ROOF PLY SEAMS, WHEN CALLED
OUT ON SIZES ABOVE.
I
I'
CRIPP:_E STUD
TRIMMER STUD
rtHMIT #
WALL TOP PLATES TOE NAIL WITH 3-16D
NAILS. ONE ON ONE
SIDE. TWO ON OTHER
SIDE.
RAFTER
REFER TO THE DOOR SIMPSON Hi PLATE ON —
DETAIL SHEET FOR THE
HEADEF,S FOR: INSIDE AT EACH RAFTER
FOR WINDOW OPENINGS UP TO DOOR DESIGN &
OPENINGS UP TO 72" USE SIDING
3'-0" ON SIDEWALLS LIMITATIONS. (
2) 2x4 SPF #2 STUDS
OPENINGS 73" TO 96" USE
2) 2X6 SPF #2
WINDOW HEADER DETAIL FOR DOOR HEADER DETAIL FOR
LOAD BEARING WALLS B LOAD BEARING WALLS
SCALE: NTS SCALE: PITS OHEADER DETAIL FOR NON
3 LOAD BEARING WALL`;
SCALE:NTS ORAFTER TO WALL
CONNECTION DETAIL
SCALE:NTS
DOORS AND WINDOWS
WINDOWS:
ALL'WINDOWS USED FOR THIS BUILDING ARE TO BE
FLORIDA APPROVED FOR THE FOLLOWING CRITERIA:
2004 FLORIDA BUILDING CODE
WIND SPEED: 140 MPH
EXPOSURE: C
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED
DOORS UP TO 47" x 80 114" ON SINGLE HUNG DOORS
AND 96" x 80 1/4" ON DOUBLE DOORS EXCEED ALL
LOAD REQUIREMENTS FOR THE FOLLOWING
CRITERIA. SEE ATTACHED DOOR DETAIL PAGE.
2004 FLORIDA BUILDING CODE
WIND SPEED: 140 MPH
EXPOSURE: C
NOTE: FOR MAX ENDWALL DOOR WIDTH SEE ATTACH
DOOR DETAIL PAGE.
NAILING
ROOF:
ATTACH ROOFING DECKING TO TRUSSES WITH:
REFER TO ROOF EDGE NAILING SCHEDULE.
8d NAILS @ 12" O.C. IN FIELD.
WALLS:
ATTACH 3/8" SMART PANEL OR PLYWOOD
SHEATHING TO WALL FRAMING WITH:
8d NAILS @ 6" O.C. AT EDGES.
8d NAILS @12" O.C. IN FIELD.
IN ADDITION TO NAILING: WHEN ANY WALL
ENDWALL OR SIDEWALL) 12' WIDE OR LESS HAS
A DOOR OPENING AND LESS THEN 8' OF
COMBINED SHEAR WALL ON SAME WALL; GLUE
WOOD SIDING OR SHEATHING TO ALL
DOOR -WALL FRAMING. DOES NOT INCLUDE
FRAMING ABOVE DOUBLE TOP PLATES.
ADHESIVE: LIQUID NAILS LNP-902 SUBFLOOR
CONTRUCTION ADHESIVE OR OTHER
AFG-01 STRUCTURAL ADHESIVE WITH
SHEAR VALUE OF 400 PSI OR BETTER.
HEADER:
HEADER TO STUD - 4-8d TOENAIL OR 4-16d END
NAIL DOUBLED HEADER
16d @ 16" STAGGERED FACE NAIL
BUILDING CODE:
2004 FLORIDA BUILDING CODE
DESIGN LOADING
WIND SPEED & EXPOSUR 40 C.
ROOF
LIVE
SF .
ROO 1 DSF.
520-01 u-01
TUFF SHED ®
Inv # r u X THESE DRAWINGS AND THE DRAWINGS BY:
Drawn By: SAH DESIGN ARE THE PROPERTY OF TUFF SHED, INC. BUILDING SECTIONS SHEET:
Customer: TUFF SHED, INC. THESE
Storage Buildings & Garages Date: 11l01/06 DRAWINGS ARE FOR A
SHED BASE
IN HOUSE DRAFTING DEPARTMENT r1 DETAILS
Site Address: Checked By: BUILDING TO BE SUPPLIED AND 1777 S. 14ARRISON STREET 6 HEADER FRAMING
4800 N. ORANGE BLOSSOM TRAIL
Oate: BUILT BY TUFF SHED. ANY DENVER, COLORADO 80210 DETAILS
ORLANDO, FL 32810 OTHER USE IS FORBIDDEN BY (303) 753-TUFF GENERAL NOTES
800)BUY TUFF Building SIZe.T'.'10TH.LENGTN.HEIGHT -90FT, AREA Revised: TUFF SHED INC & THE TUFF SHED INC. ASSUMES ALL RESPONSIBILITY FOR STORE
520 Revised: ENGINEER OF RECORD. CONSTRUCTIONCCONTENT HEBUI ONGSSTHESE SHOWANDScale: AS NOTED Sheet 1 of 1
j
1
SINGLE DOOR ASSEMBLY
TOP VIEW
BOLT LATCH ON FIXED DOOR FOR
DOUBLE DOOR
ATTACH ONE BOLT LATCH AT TOP
AND ONE BOLT LATCH AT THE
BOTTOM OF THE FIXED DOOR.
ATTACH EACH BOLT LATCH
ASSEMBLY WITH FOUR #8 x 2 1/4"
SQUARE DRIVE WOOD SCREWS.
DOUBLE DOOR ASSEMBLY
TOP VIEW
SHIM
BOLT LATCH ON FIXED
DOOR FOR DOUBLE DOOR
RANCH SHED AND TALL RANCH SHED
DOOR DETAILS
SUNDANCE SERIES
DOOR HANDLE AND STRIKE
PLATE ATTACHMENT
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8x2
1/4" SQUARE DRIVE WOOD
SCREWS. ATTACH STRIKE
PLATE WITH 3 - #8x2"
SQUARE DRIVE WOOD
SCREWS. SCREWS TO BE
LOCATED AS SHOWN.
1 LVA IV
WHEN THE FIXED DOOR IS
CLOSED AND BOTH BOLT
LATCHS 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
3LE DOOR ASSEMBLY
VIEW
HINGE ASSEMBLY
FRONT VIEW
TRIMMER STUD
z
z
wa
O
w
0
0
0
l
r
N
18 GAGE ANGLE
3"
KING STUD
ATTACH THE TOP OF ANGLE TO
THE BASE PLATE, FLOOR
DECKING, AND STEEL FLOOR
FRAME WITH 2 - 1/4"x3" HEX HEAD
SELF DRILLING SCREWS.
ATTACH THE BOTTOM OF ANGLE
TO FACE OF STEEL FLOOR
FRAME WITH'5 -1/4" SELF
DRILLING SCREWS, OR TWO 3/8"
BOLTS W/ NUTS & WASHERS.
DOOR OPENING STRAPS
HINGE ATTACHMENT
3 TUFF SHED HINGES
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH
A #8x2 1/4" SQUARE
DRIVE WOOD SCREW.
HINGES TO BE
LOCATED AS SHOWN.
BASE PLATE
FLOOR DECKING
EDGE OF SIDING
STEEL FLOOR
FRAMING
SHED - ENDWALL DOOR SCHEDULE
BUILDING BUILDING MAX ENDWALL DOOR WALL PANEL
LEGNTH WIDTH DOOR WIDTH EDGE NAILING *
12' 6' 3'
8' 4'
10, 6'
12' 8'
16' 6' N.A.
8' 4'
10' 6'
12' 8'
20' 6' N.A.
8' 4'
10, 6'
12' 8'
24' 6' N.A.
8' 4'
10, 6'
12' 8'
8d@6"O.C.
8d @ 6" O.C.
8d @ 6" O.C.
Sd @ 6" O.C.
8d @ 6" O.C.
8d @ 6" O.C.
8d @ 6" O.C.
8d @ 6" O.C.
8d @ 6" O.C.
I 8d @ 6" O.C. I
8d @ 6" O.C.
8d @ 6" O.C.
mmnr..
I 8d @ 6" O.C. I
IN ADDITION TO NAILING: WHEN ANY WALL (ENDWALL OR
SIDEWALL)12' WIDE OR LESS HAS A DOOR OPENING AND
LESS THEN 8' OF COMBINED SHEAR WALL ON SAME WALL;
GLUE WOOD SIDING OR SHEATHING TO ALL DOOR -WALL
FRAMING. DOES NOT INCLUDE FRAMING ABOVE DOUBLE
TOP PLATES.
ADHESIVE: LIQUID NAILS LNP-902 SUBFLOOR CONTRUCTION
ADHESIVE OR OTHER AFG-01 STRUCTURAL
ADHESIVE WITH SHEAR VALUE OF 400 PSI OR
BETTER.
REVIE E
BUILDING CODE: LQ
2004 FLORIDA BUILDING CODE c pNFOR
DESIGN LOADING:
Cj 0V
WIND SPEED & EXPOSURE 140 C .
TUFF SHED Inv #. P.O. # THESE DRAWINGS AND THE DRAWINGS BY:
Title: DESIGN ARE THE PROPERTY OF TUFF SHED INC..Drawn By: SAHHEET: Customer: TUFF SHED, INC. THESE
DOORStorageBuildings & Garages Date: 11/01/06 DRAWINGS ARE FOR A IN HOUSE DRAFTING DEPARTMENT DETAILS
Site Address: Checked By: BUILDING TO BE SUPPLIED AND 1777 S. HARRISON STREET
4800 N. ORANGE BLOSSOM TRAIL BUILT BY TUFF SHED. ANY DENV ER. COLORADO 80210 6 DETAILS
ORLANDO, FL 32810 Date: OTHER USE IS FORBIDDEN BY 2
800) BUY TUFF Building Size::,non,.tEwr"."raalr.so Fr,"eA Revised: TUFF SHED INC & THE TUFFSHEOINC;AOSSUESALL RESPONSIBLLITYFOR6b GENERALNOTESSTORE
520 Revised: ENGINEER OF RECORD. THEcoNTENOF THE BUIT OFTHESELDINGSDINGSSHOWNAND
HER
Scale: AS NOTED Sheet I of t CONSTRUCTIONOFTHE8U401NGSSHOWNHEREIN.
114"X3"HEX HEADS
SCREWS SPACED @
3/4' APA OR TECO R/
FLOOR DECKING.
2X6 STEEL JOISTS (d
10 X 3/4" PAN
HEAD SELF -TAPPING
SCREWS (2 PER TAB
VENT HOLES @ 24" C
OPTIONAL LEVELING
2X6 STEEL TRACK EI
SHED BASE DETAIL
SCALE: MS
MANTA RAY SPECIFICATIONS
1. STEEL SHED FOUNDATION:
2X6 16-GAUGE STEEL TRACKS G210
ZINC COATED
2X6 16-GAUGE STEEL JOISTS G210
ZINC COATED @ 24" OC. (SUPPLIER:
ALLIED STUDCO (JOIST: 60OS162-054 /
TRACK: 600T125-054) ICBO ER-4943P).
2. 314" "APA" OR "TECO " RATED TONGUE
AND GROOVE FLOOR DECKING. 24" MAX
PANEL SPAN, STAGGER PANEL LAYOUT
3. FASTEN PLYWOOD TO JOISTS WITH
8 X 1-5/8" SELF -TAPPING SCREWS
SPACED @ 12" OC, NO BLOCKING REQUIRED.
4. FASTEN SOLE PLATE THROUGH FLOOR
PLYWOOD INTO JOISTS AND TRACKS WITH
8 X 3" GALV HEX HEAD SCREWS @ 16" OC.
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: 1-1/4" X 8" X 16",
4" X 8" X 16% OR 8" X 8" X 16" BLOCKS
UNDER JOISTS @ 10'-0- OC MAXIMUM.
BLOCKS UNDER TRACK SPACED @
5'-0" OC MAXIMUM.
MR88 ANCHOR DETAIL
1. MR88, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART PS20355.
WIDTH = 1.75'
LENGTH = 6.25'
BEARING AREA = 10 SO IN
WEIGHT - 2.2 LBS A
ANCHOR RODS ARE 12'-13 GALVANIZED THREADED ROD.
SIMPSON HST2
INSTALLATION DEPTH - 3.0 FT O T-9 114'
YIELD STRENGTH = 7.5 KIPS
ULTIMATE STRENGTH • 10 KIPS,10000 LBS
WORKING LOAD: UP TO 6.75 KIPS
NOTE: USE PDSMR88 DRIVE STEEL ST2 BEND
2. MANTA RAY MR88-RAT ASSEMBLY INCLUDES: OLE
AINTED AT 2ND
n
ANCHOR WITH 3 FT (MIN. 2.5 FT IN GROUND) OF STEEL THREADED ANCHOR ROD SPREA[ Plr
AND NUT. ALL COMPONENT SHALL BE COATED FOR CORROSION RESISTANCE.
3. SUGGESTED SUPPLIER:
FORESIGHT PRODUCTS, LLC
8430 EAST 49TH DRIVE
COMMERCE CITY, CO 80022 USA
PHONE: 303 286.11M, FAX: 303 287-3866
WWW.EARTHANCHOR.COM
4. BASIC INSTALLATION PROCEDURE:
A. PILOT HOLE DIAMETER:
50.76MM (2-3 IN.). ONLY REQUIRED IN VERY HARD SOILS.
B. USING PDS6818 DRIVE STEEL, AT LOCATIONS INDICATED, INSTALL MR_" ANCHOR UNTIL TOP OF
ANCHOR ROD IS 1' ABOVE GRADE.
C. USE DRILL WITH LS18-15 LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN
BACK 3.4' OR A TORQUE OF 5 FT-LBS (50 INCH-LBS) IS ACHIEVED. THIS RESULTS IN A CLAMPING
LOAD OF APPROXIMATELY 500LBS. Z
D. CUT OFF ANY EXCESS ANCHOR ROD FLUSH WITH TOP OF NUT.
MR-88 ANCHOR SCHEDULE
BLDG. LEGNTH BLDG. WIDTH OF MR-88
12' 8' -12' 1 EA. CORNER (4 TOTAL)
16' 8' - 12' 1 EA. CORNER (4 TOTAL)
20' 8' - 12' 3 EA. SIDE (6 TOTAL)
24' 8' - 12' 3 EA. SIDE (6 TOTAL)
NOTES:
1. MR-W TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS. WHEN SIDEWALL
ANCHORS ARE REQUIRED ATTACH TO SIDEWALL STUDS.
2. MR48 SPACING BASED ON LOOSE TO MEDIUM DENISE. FINE TO COARSE SAND OR
FIRM TO STIFF CLAYS AND SILTS; OR BETTER
Scale: NTS
ATTACH SIMPSON HST2
WITH 3-12'X3-12'
LONG LAG BOLTS INTO
STUD
USE 2' X 2' WASHER ON
12-13 THREADED ROD
NOTE:
SQUARE WASHER SHOULD
HAVE ROUNDED EDGES
SIDE VIEW TOP VIEW
r'
TUFF. SHED° Tme:STEEL FLOOR Drawn By: SAH
Storage Buildings & Garages AND ANCHORS DETAIL Date Drawn: 11/01/06
Checked By:
140 EXP C Date Revised:
12/01/2006 11:13 8136576703 TUFFSHED
44700 } n
PAGE 06/07
Florida Bulldi ng Code Wine
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Code Version 2004 FL# ALL
Application Type ALL Product Manufacturer Croft,LLC
Category Window's Subcategory ALL
Application Status ALL Compliance Method Certification Mark
Certification Agency - ALL
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Manufac curer Validated By
EL1.496-R1., Recision ft,LL,C
Histca category: Windows
Stabcategv ry: Single Hung
EL 47 New Croft,LLC
Category: windows
Subcateg® : Single Hung
FL1761 New Croft,LLC
Category, Windows
Subcategory: Single Hung
FL4460 New Croft,LLC
Category: Windows
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FL4634 New Croft,LL.0
Category, Windows
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Croft,LLC
Category. Windows
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Subcategory. Single Hung
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Category: Windows
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75 Sarles HorIxontal Slider
COMPARATIVE ANALYSIS CHART IN DESIGN PRCSSVRE
TOTAL WINDOW WIDTH
36 118,5
WINDOW HE7OI-4T
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36 62 47
34 20
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WATERTEST PRE SSURE: vyVs V'
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NONE SPACER CONMOt PAY
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ARE POSITIVE AND NEGATIVE: STRUCTURAL DES€GN LOADS PROM COMPARATIVE ANALYSIS HAVE NOTBEENCAPPEDBYRESULTSOFWATERPERT-oRMANCE TESTING. ALLOWABLE POSITIVC-
DESIGN FIRES$URC WOULD $r: CAP' PCO AT THE FOLLOWING LEVELS: TEST WATERRSISTANCEaEStGIPRESSURE3.00
P$F 20.00 PSF VISNOO11d WIC}
TI-IS AND HEIGHTS ARE NOMINAL. THIS REPORT
INDICATES COMPLIANCE WITH THE ABOVE STATED RATINGS IN ACCORDANCE
WITH ANSI/ AANA NWW' OA 101A.8, 2.97 PREPARED 6Y:
JOE LEW4S PRODUCT TECNOLOGY
GoRP.. 1150 LOui$
IANA AVE. SUITE 6
WINTER PARK,
rLOR(OA 32780 PHONE 407
822•6334 FAX 407 $22.6335 tRIC S,
MIELSEN PLORIDA P-
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CORP. PE Certificate
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