HomeMy WebLinkAbout213 Belgian Way 11-435RECEIVED
DEC 0 7 2010 n
CITY OF SAORD BUILDING &
FIRE PREVENTION PERMIT
APPLICATION Application
No: I 1— L4 3SE Documented Construction Value: $ ' r 1-
1 O CD Job
Address: L 13 (3-e y/aay Historic District: Yes No 9 Parcel
ID: Zoning: Description
of Work: n 5 (a,l.(_ SE-(-C- D in n 10 Plan
Review Contact_ Person:...._. _ _._. _-- ..__ ...____Title:--__ Phone:
Fax: E-mail: Property
Owner Information Name
ETew_,n y aso Ve'Z Phone: L(m) 4 9 (o 9 a 39 Street:
z (3 se-L s (ji dk4 Resident of property? City,
State Zip: _ S34n F0 ('o Contractor
Information Name
TU F F (V) C Phone: Street:
Fax: City,
State Zip: FL State License No.: Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Address:
Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit Square
Footage: Construction Type: No.
of Dwelling Units: Flood Zone: Electrical
New
Service — No., of AMPS: Mechanical (
Duct layout required for new systems) No.
of Stories: Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads: 0/ ,
Application is hereby made to obtain a permit to do the work and installations as indidated. 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, beaters, 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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED0NTHE B SI'LE-REPO` —CIE - -
FIRST INSPECTION. 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 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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signa re of Owner/Agent V Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
j b
Si azure of Notary -State of Florida Date
0 • t.Wl •• , `ter,
o:Z:.
Owner/Agent lso Tersonal'1
Produced ID
Id
APPROVALS: I`ll Vl
ENGINEERING:
COMMENTS:
MeA—
LL D L_
I W UTILITIES:
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
WASTE WATER:
BUILDING:4 Z _..
Rev 11.08
I agree that, as the party, legally and financially responsible for this proposed construction activity, I will
I
NO
y U.,
n
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:
0 (/ ' 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, the Florida Department of Revenue. I also understand that I may contact the Floridaand
Construction Industry Licensing Board at 1-850-487-1395 or at www.Lnyflorida.com/dbpr/pro/cilb/ for
ilO1 more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
i 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
Uinformation 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 while working on your property, you may be held liable for damages. If youinjured
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:
I, S rv V I Y
and capable of erforming
conditions peci d ve.
y 0-
Signature of Owner -Builder
UJ O (X Z— , do hereby state that I am qualified
the requested construction involved with the permit application filed and agree to the
Form of Identification
Must be Photo ID)
Date
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
C _
P
C
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
0f the property listed, may act as my own contractor with certain restrictions even though .I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the..responsible party of record on a permit. I understand that I
may protect myself from potential financial risk -by hiring a licensed contractor and having the permit fled
in his or her name instead of my own name. I also understand that a contractor.is required by law to be
y
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 itl
f for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
l
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
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL t 51 Fj7 9 43 7 48 46 44 342 41 47 3+ A 7 36
DAVIDJO HHN A,v\.SA
i6
31 :32
27 .J7
40 41
PROPERTY BELGIAN
WAYAPPRAMER
a
5IIAOLECOUNTYFL_
103 17'1U1AfJ £N 99 971U+' ld
1U4.
r1101E. Fliisr,ST
6ANFORO FL 32771-1468 r 71 ?3 4 75 i'Cf r J 51
r "7•. 665 7506
FRESIAN WAY
15;{ VALUE
SUMMARY
2011 2010
VALUES Working
Certified
GENERAL Value
Method Cost/Market Cost/Market Parcel Id:
18-20-31-505-0000-0970 Number of Buildings 1 1 Owner: VASQUEZ
STEVEN & ANNETTE Depreciated -Bldg Value 131,696 139,174 Mailing Address:
213 BELGIAN WAY Depreciated EXFT Value 0 0 City,State,
ZipCode: SANFORD FL 32773 Land Value (Market) 24,000 24,000 Property Address:
213 BELGIAN WAY SANFORD 32773 Land Value Ag 0 0 Subdivision Name:
BAKERS CROSSING PH 1 Just/Market
Value 155,696 163,174 Tax District:
S1-SANFORD Portablity Adj
0 0 Exemptions: 00-
HOMESTEAD (2003) Save Our
Homes Adj 0 0 Dor: 01-
SINGLE FAMILY Amendment 1
Adj 01 0 Assessed Value (
SOH) 155,6961 163,174 Tax Estimator
2011 TAXABLE
VALUE WORKING ESTIMATE Taxing Authority
Assessment Value Exempt Values Taxable Value County General
Fund 155,696 50,000 105,696 Amendment 1
adjustment is not applicable to school assessment) Schools 155,696 25,000 130,696 City Sanford
155,696 50,000 105,696 SJWM(Saint
Johns Water Management) 155,696 50,000 105,696 County Bonds
155,696 50,0001 105,696 The taxable
values and taxes are calculated using the current years working values and the prior years approved-millage rates. SALES Deed
Date
Book Page Amount Vac/Imp Qualified 2010 VALUESUMMARY QUITCLAIM DEED
06/2004 05396 1657 $100 Improved No 2010 Tax Bill Amount: $2,468 WARRANTY DEED
06/2002 04461 0113 $167,300 Improved Yes 2010 Certified Taxable. Value and Taxes WARRANTY DEED
02/2002 04334 1890 $390,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable
Sales within this Subdivision LAND LEGAL
DESCRIPTION Land Assess
Method Frontage Depth Land Units Unit Price Land Value PLATS:; Pick... LOT 0
0 1.000 24,000.00 $24,000. LOT 97 BAKERS CROSSING PH 1 PB 60 PGS 27 - 29 BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
New Building
1
SINGLE FAMILY 2002 10 1,703 3,287 2,862 CB/STUCCO FINISH $131,696 $136,827 Sketch Appendage / Sgft
GARAGE FINISHED / 399 Appendage / Sgft
OPEN PORCH FINISHED / 26 Appendage / Sgft
UPPER STORY FINISHED / 1159 NOTE: Appendage
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed
Permits 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 JusUMarket value. http://www.
scpafl.org/web/re—web.seminole—county__title?parcel= I 8203150500000970&c... 12/7/2010
Eagle Metal Truss: tl
2711 LBJ Freeway Job Name: TUF 606608
Suite 140 Dater 04/28/10 01:43 PM
TrueBuild® Software v4.07 Page: I of I
by Keymark Enterprises, LLC. Dallas; TX 75234
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY
4-6-6 5 /12 1 3-5-10 0-10-8 0-0-0 0-0-0 1 24 in 21lbs
8-0-0
3x4 -
2
1216
v 3x4 - 3x4 -
5 12 1 j
i
o
5
co
N
X.
4
Y_
Loading General CS1 Summary Deflection L/ (loc) Allowed
Load (ps0 Bldg Code: FBC 2007/ TC: 0.93 (1-2) Vert TL: 0.39 in L / 226 (1-1) L / 120
TCLL: 20 TPII-2002 BC: 0.10(3-I) VertLL: 0.19in L/472 (1-1) L/I80
TCDL : 10 Rep Mbr Increase Yes Horz TL: 0.17 in 3
BCLL : 0 D.O.L.: 125 %
BCDL' 0
Reaction Summary
IT Type .Brg Combo Brg WidtIRgd Brg Width Max React Max Grav Uplift Max Uplift Max Honz
4 Pin (Wall) 1 3.5 in 1.50 in 168 Ibs 329 lbs 90 Ibs
3H Roll (Wall) 1 3.5 in 1,50 in 209lbs-397Ibs
Material Summary Bracing Summary
TC SP #2 2 x 4 TC Bracing: Sheathed
BC SP 92 2 x 4
Loads Summary
I ) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 02 with the following user defined input: 140 mph, Exposure C, Enclosed,
Gable/Hip, Building Category I (I = 0.87), Overall Bldg Dims 8 ft x 16 ft, h = 12 ft, Not End Zone Truss, Both end webs considered. DOL = 1,60
P,r,*6,234fl—Z44
A cWv t h d age shall b lour sh<d m th as . rh': d :'gn'. I d' id al budding csmipo ( v), It b sad vp if-f—p—i&d by Ih<Tmsc D g d pert ed m »card --with TPI I-2002 end the Eagle Metal Products
2001 Nos chit.: Inndard. N. po :ibl edt Ih naca of i ntormalim pmndcd by the T—D4+g Di hllb f d ba bu d dmg design- Crccp dal '-oaut—ii-1la..xwmcd for by lh< vvm . _>
711 LBJ Frcewn3, Suite l6UTh<build'gd gna.hall re.ie loading. fig. —and moatdelwi— dataslmwn lu moire that Ihu da,gn mess or cd: umh-img r,.ir b ppl' bl bu Idinp-1—Comp i hrds dull b<Ia 11), braced b)
Ihermt Ilxr.healhing ditatla anached 1.: othcrwna nol<d Brxmgahowm is for lataW supponof'ndnidual trvvwmponmtsmhto ieduwbuclJing lmg h.l dor laaal load brxmgmoaeNlbuddingdevgn bnnng Dallas, Teaas 75234
which ix b) thm. Refer a BC51-B1 Im rao dad wxs hmdl'ng end aauon. Dw na apph Mads beyond waght m cutors anal dl pmnmml brning is m plac< Concur ntim ni wnarvction loads grater Ihm the design loads shall
m beapplialmshe Irvssaairum<. shall b<handled with ca<prim to emaion toavoid damage. Lumbermoizur<mnlml.shill be IYaor Icas at th<umcoffabrication.unless noted otherwix (U.N.O.). Cmnxwr plalw shall be
mu(actu mA by Eagle MaaIPmduaz (ESR IOSR-10S2). Plater dial) be applid on both faces ofwsx m exh joint. Plate dimmrions arc liacd width s Imglh. Slot» (hole») in plae .hall urn penlla to the plate IagN. Th<plate shall be orntend o0 join
mdror placed in cmNn«with the wnml v<nion nl TPI. 0.'ign uwmes ad<quete anchorage will be provided to resist uplitl at .wpporu. The sal on this drawing indialcs acuptmre of pmfasimel mginccring r<ga.nsibility sot i for
NOTES: UNINHABITED UTILITY SHED UP TO 10' WIDE x UP TO 24' LONG
1. BUILDING CODE:
2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS TRS /7 00, TRS800
2. DESIGN LOADING: OV=E"ANG OPTION
i REFER TO THE TRUSS DESIGN FOR
WIND SPEED & EXPOSURE: 140C
LUMBER SIZE, TRUSS SPACING, PITCH
ROOF LIVE LOAD: 20 PSF I AND PLATE SIZE
g' ROOF DEAD LOAD: 10 PSF tFLOORLIVELOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 4, SHEET 2)
IMPORTANCE FACTOR: 0.77 FLORIDA APPROVED OWENS
BUILDING CATEGORY: 1 12 12
6
CORNING SHINGLE CLASSIC
COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) 15 THREE TAB - FL3663
WIND PRESSURE (psfi 66 PSF (ZONE 2,131
BASED ON 10 SQ FT) WALL: 36 PSF (ZONE 4) 2X BLOCKING TYP
45 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 SEE THE TRUSS
j (ENCLOSED BUILDING) -0:18 X F- CONNECTION
I XQ DETAIL - DETAIL 4
WINDOWS: Q C=7 WALL FRAMING TO BE
CROFT WINDOWS FL 1096-R1 b ov 2 w 2x4 SPF #2 OR BETTER
DOORS: oo Q @ 16" O.C.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS SEE SHEET 2 FOR co ¢ IF BUILDING IS LOCATED
I UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4" THE STEEL FLOOR.
IN A FLOOD ZONE THEN
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR WITH ANCHOR DE AIL
FLOOD VENTS IF REQUIRED
THE ABOVE CRITERIA. ONE SQ INCH SCREEN
SEE DOOR DETAILS'- SHEET 2 FOR EVERY ONE SQ FT
I 8'-0" TO 10'4' WIDE OF BUILDING
HEADER NAILING:
HEADER TO STUD - 4-18d END NAIL DOUBLED HEADER
18d @ 16" STAGGERED FACE NAIL O BUILDING SECTION
SCALE: N.T.S.
NAILING:
REFER TO SHEET 3 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SEE BUILDING SECTION 1, THIS PAGE
Order #. P.O. #
TUFF SHED.Custom er: Drawn By: PK
Storage Buildings & Garages Date: 4/9/10
Site Address:
TUFF SHED, MFG. FACILITIES Checked By:
TAMPA, FL Date:
Building SIZe.WIDTH-LENGTH -HEIGHT -SQ. FT. AREA
Scale: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF R-Q.)
HEADERS FOR
OPENINGS UP 1-0 T-0"
2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO X-0"
2
WINDOW HEADER DETAIL
FOR LOAD BEARING WALLS
SCALE: N.T.S.
THESE DRAWINGS AND THE
DOUBLE TOP PLATE
RIPPLES (IF REQ.)
WALL TOP
PLATES
TRUSS
SIMPSON H1 or LISP RT15
FOR V AND 10' WIDE
FADERS FOR
iPENINGS UP TO 4'-0" USE
2x4 SPF #2
IPENINGS 4'-1" TO 8'-0" USE
2x6 SPF #2
ING STUD,
ZIMMER
SE PLATE
BOOR DECKING
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DETAIL2BFORLOADBEARINGWALLS
SCALE: N.T.S.
FLORIDA LICENSE PE # "-3466
DESIGN ARE THE PROPERTY Richard Weingardt PE
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A SEALER'S PRINTED NAME:
BUILDING TO BE SUPPLIED —
AND BUILT BY TUFF SHED. RICHARD WEINGARDT
ANY OTHER USE IS
3010 South Garfield Street
DonverFORBIDDENBYBOTHTUFFTelephone: e: 03) 2 DATE: 09/09/10Telephone: (303) 246-3180
SHED AND THE ENGINEER OF
RECORD Richard Weingardt r'.
TOENAIL WITH 3-16d
NAILS, ONE ON ONE
SIDE, TWO ON OTHER
SIDE.
SIDING / STUDS
TRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
I-oiooi E= STUD
TUD
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
O3 HEADER DETAIL FOR NOW
LOAD BEARING WALLS
SCALE: N.T.S'.
jjTLE. DRAWING NO.
FL-TRS800-01
BUILDING SECTIONS
HEADER FRAMING DETAILS REV. LEVEL 01
2007 FBC W/'09 SHEET
SUPPLEMENTS 140C
fsirj i iUREi`DATE PAGE 1 OF 3
DOOR HANDLE AND STRIKE
0SINGLE DOOR ASSEMBLY
TOP VIEW 7T INSTALL DOOR HANDLE PER ;
NTs
MANUFACTURER'S
SCALE INSTRUCTIONS. USE #8 x 2-1/4
SQUARE DRIVE WOOD SCREWS.
BOLT LATCH ON FIXED DOOR FOR
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.
ei•lO
E DOOR ASSEMBLY
EW
KED
EMOR
OOR IS
i BOLT
AGED, THE
VILL REST
3E EDGE OF
THE BOTTOM
IA
IN THE
SCALE: N.T.S.
Order #.
T U F F H E S Customer:
Storage Buildings & Garages
Site Address:
ATTACH STRIKE PLATE WITH (3)
8 x 2" SQUARE DRIVE WOOD
SCREWS.
7
EXTERIOR DOOR SHEATHING
SUNDANCE SERIES: 3/8" SMARTSIDE
INTERIOR DOOR SHEATHING
IES: 7/16" OSB
O3 HINGE ASSEMBLY
FRONT VIEW
SCALE. N.T.S.
P.O. #
Drawn By: PK
Date: 4/9/10
TUFF SHED, MFG. FACILITIES Checked By:
TAMPA, FL Date:
Building Size. WIDTH - LENGTH -HEIGHT -SQ. FT. AREA
Scale: N.T.S.
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.
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 Richard Weingardt_
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
8' loll O.C.
10, 9" O.C.
STEEL SHED BASE DETAIL
SCALE. N.T.S.
2'x2X4-
BLOCK
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.
i 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.
TRIM
SIDING
CORNER STUD
v v ATTACH BRACKET TO
STUD THRU HOLE IN
IANCHOR PLATE WITH 3/8"
i 0 x 4" THRU BOLT,
WASHER AND LOCKNUT
STUD
CD
STUD
CV
Richard Weingardt PE
30,10 South Garfield Street
Denver; CO 80210'
Telephone: (M) 246-3180
END WALL
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
PART NUMBERS:
OT4244SWAG - 5/8" X 48" (42" IMBED) GALVANIZED
AUGER REPORT NO. LO-FJ90059-C
OTSWB 2.25 x 5.00 - SIDEWALL BOLT BRACKET FOR
USE WITH THRU BOLTS REPORT NO. LO-FJ90059-K
WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
SIDING
TRIM
N
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
OAUGER ANCHOR DETAIL RE: SHEET 3 OF 3 FOR THE NUMBER OF
SCALE NTS AUGER ANCHORS FOR EACH BUILDING.
FLORIDA LICENSE PE # 23466 ITLE DRAWING NO.
FL-TRS800-01
SEALER'S PRINTED NAME DETAILS
RICHARD WEINGAROT /
REV. LEVEL 01
DATE: 09/09/10 / .:_ 2007 FBC W/'09 SHEET
SUPPLEMENTS 140C
L /:SlGtvtiTURE Y DATE PAGE 2 OF 3'
N
LID
TRIMMER STUD
1
0
1 3/4"
f Nf
N 3" FLOOR DECKING
EDGE 'OF SIDING
STEEL FLOOR
18 GAGE ANGLE
FRAMING.
ATTACH THE TOP OF ANGLE TO
THE BASE PLATE, FLOOR
DECKING, AND STEEL FLOOR
FRAME WITH (2) 1/4" x 3" HEX HEAD
SELF -DRILLING SCREWS.
ATTACH THE BOTTOM OF ANGLE
TO FACE OF STEEL FLOOR FRAME
WITH (5) 1/4" SELF -DRILLING
SCREWS, OR (2) 3/8" BOLTS W/
NUTS & WASHERS.
OHIGH WIND DOOR STRAP
SCALE: N.T.S.
END WALL
STUD
KING STUD
BASE PLATE
END WALL >VA TRUSS
TRUSS
2X BLOCKING TYP
SIDEWALL TOP
PLATES BUTT TO
END WALL /
CORNER STUD
END WALL L SIDEWALL
CORNER STUD
TOP PLATES
SIDEWALL
AND TRIM
STUD
SIDING
NOT SHOWN
FOR CLARITY
2 CORNER CONDITION
FOR TR700
SCALE: N.T.S.
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE TRS DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS, .
MARK MAX.
WALLS END SIDE COMB. MIN TOTAL
BEING WALL WALL OPENING COMBINED
USED WIDTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL
NO C)PFNIN(;S AI ONCB THE WALL
8' 1 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24'
10' 1 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24'
MIN 2'-3" RTN WALLS ON EACH END OF WALL- h11N 2'-3" WALL SEGMENT
8' 1 8'-20' 8d NAILS a 6" O.C. UP T,O 12' 4.5'
I-10 I-10'-24' 8d NAILS @ 6" O.C. UP TO 12' 4.5'
AUGER ANCHORS
WIDTH LENGTH OF ANCHORS
8' 8'-20' 4 ANCHORS
10, 10'-24' 4 ANCHORS
4-ANCHORS PROVIDE (1) AT EA. CORNER
OF THE BUILDING.
END WALL
TRUSS
2X BLOCKING TYP
SIDEWALL TOP
PLATES INTERLOCK
WITH END WALL
TOP PLATES
END WALL
CORNER STUDS
TUFF SHER
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
TAMPA, FL
Order #.
Customer: iSite'Address:
P.O. #
Drawn By: PK
Date: 4/9/1-0
Checked By:
Date:
Building $IZe.WIDTH-LENGTH - HEIGHT. SO. FT. AREA
Scale: N.T.S.
SIDEWALL _V
STUD
OCORNER CONDITION
FOR TR800
SCALE: N.T.S.
SIDEWALL
TOP PLATES
SIDING AND TRIM
NOT SHOWN
FOR CLARITY
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY Richard Weingardt PE
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 Richard Weingardt
3010 South Garfield Street
Denver, CO 80210
Telephone: (303) 246-3180
END WALL EDGE NAILING REQUIREMENTS
MARK MIN TOTAL
WALLS END SIDE MAX. SHEAR WALL
BEING WALL WALL COMB. PANEL
USED WIDTH LENGTH EDGE NAILING OPENING NOTE 5)
kir% r%mcKi1 rac Al WAIT TMI= WAI I'
8' 8'-16' .. 8d NAILS @ 6" O.C. 0' 8'
8' 18'-20' 8d NAILS @ 4" O.C. 0' 8'
10, 10'-24' 8d NAILS @ 6" O.C. 0' 10,
nDCAIINr IKI TUG Gun WAI I -
g' 8' 8d NAILS @ 4" O.C. 4' 3'
8' 10'-12' 8d NAILS @ 3" O.C. 4' 3'
8' 14'-16' 10d NAILS @ 3" O.C. 4' 3'
8' 18'-20' 8d NAILS @ 4" O.C.(BS) 4' 3'
8' 1 8'-12' 8d NAILS @ 4" O.C. 3' 4'
8' 14'-16' 8d NAILS @ 3" O.C. 3' 4'
8' 18'-20' 10d NAILS @ 3" O.C. 3' 4'
10" 10'-12' j8d NAILS @ 3" O.C. 6' 3'
10, 14'-18' 10d NAILS @ 3" O.C. 6' 3'
10, 20'-22' 8d NAILS @ 4" O.C.(BS) 6' 3'
10' 24' 8d NAILS @ 3" O.C.(BS) 6' 3'
10, 10'-14' 8d NAILS @ 4" O.C. 5' 4'
10, 16-18' 8d NAILS @ 3" O.C. 5'. 4'
10, 20'-24' 10d NAILS @ 3" O.C. 5' 4'
10, 10' 8d NAILS @ 6" O.C. 4' 5'
10, 12'-18' 8d NAILS @ 4" O.C. 4' 5'
10, 20'-24' 8d NAILS @ 3" O.G. 4' 5'
10, 10'-14' 8d NAILS @ 6" O.C. 3' 6'
10, 16-22' 8d NAILS @ 4" O.C. 3' 6'
10' 24' 8d NAILS @ 3" O.C. 3' 6'
TABLE NOTES:
1. NAILING IS FOR 3/8" SMARTSIDE PANEL.
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. USE RING SHANK NAILS WITH A SHANK DIAMETER OF 0.113" AND A LENGTH OF 2"
FOR 8d NAILS AND A SHANK DIAMETER OF 0.131" AND A LENGTH OF 2 1/2" FOR 10d
NAILS. -
4. FIELD NAILING FOR 3/8" SMARTSIDE: @ 12" O.C.
5. MINIMUM TOTAL SHEAR WALL PANEL ON THE END WALL CONDITION. THIS ALLOWS
A ONE FOOT WALL PANEL ON THE OPPOSITE SIDE OF THE DOOR OR WINDOW
OPENING.
6. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES.
ROOF SHEATHING (7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
8' 8'-20' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
10, 10'-24, 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
NOTES:
1. USE 8d RING SHANK NAILS W/ A MIN FSHANK DIAMETER
OF 0.113" AND A LENGTH OF 2 1/2". -
FLORIDA LICENSE PE # 23466 T LE
SEALER'S PRINTED NAME: GENERAL NOTES
RICHARD WEINGARDT
DATE: 09/09/10 2007 FBC W/'09
SUPPLEMENTS 140C
SK;,NATiiRE / DATE -
DRAWING NO.
FL-TRS800-01
REV. LEVEL 01
SHEET 3
PAGE 3 OF 3
ICE PLAT OF SUR!!E . off, DESCRIPTION: (AS FUR-
LOT 97, BAKERS CRO SI
AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
CITY AC "ern; j .Ft,Q 4qR[.°IIEW
S' PI.AI!II`IR163
379.51' -
LOT 98
TRACT A
BELGIAN WAY
50' RIGHT OF WAY
589'17'34"E 448.60'
wl w
NIO
50.00'
WALK IS
1.4'OFF
o
PO'llAlzl
S'.W,.
I;
WALK IS
10' UTILITY EASEME 7.,...,....•,.
1.4' OFF I+
N
CONCRETE',
i 1.4
5.0
13.3' n n 18.3'
5.0' 1
911107 5.6' n
ENTRYEO
p{{ Ea
i
@
TWO STORY xa
CONCRETE BLOCK
CD w WOOD FRAME i a i'
O N w-
I
RESIDENCE o
FINISH FLOOR ri wm LJJ LOT g.6
N ELEVATION=38.87 a Iliw
w 213 BELGIAN WAY w
r O Z a N O
a N
n o d
5.0'
I
40.0' 0
3S15.
0
9LOT i Lal
I
I
I
I
5--
I
LOT 75
I
NOTE: j
THE FINISHED FLOOR ELEVATION OF THIS I
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
CERTIFIED TO
D.R.H. TITLE COMPANY OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
CH MORTGAGE COMPANY, I , LTD.
STEVEN VASQUEZ AND ANNETTE VASQUEZ
NOTE:
THIS BOUNDARY SURVEY MEETS THE
MINIMUM TECHNICAL STANDARDS SET FORTH
IN CHAPTER 61G17-6 OF THE FLORIDA
ADMINISTRATIVE CODE PURSUANT TO CHAPTER
472.027, FLORIDA STATUTES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120289 0045 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD.
j ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
1
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 97
BEING N 89*17*34" W PER PLAT.
FIELD DATE:) 06-16-02 REVISED:
I SCALE: i = 30 FEET
APPROVED BY: JKE
ASM 33010
FINAL / FOUNDATION
105 NO. 06--16-02/CC
DRAWN BY: LOT PLAN 9-5-01 JML
S 89'17'34" E
50.00' i LOT 77
LOT 76
I
LEGEND
BUILDING SETBACK LINE FNDl! PK NAIL
CENTERLINE LB 14671 (06-16-02)
RIGHT OF WAY LINE FND 5/8" IRON ROD AND CAP
EXISTING ELEVATION LB 04671 (06-16-02)
CNA CORNER NOT ACCESSIBLE
CONCRETE DENOTES DELTA ANGLE
LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH
LS LAND. SURVEYOR C.B. DENOTES CHORD BEARING
PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE
PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION
P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE
M) MEASURED
PT DENOTES POINT OF TANGENCY
FIJD FOUND
TYP TYPICAL
C/W CONCRETE WALK A/C AIR CONDITIONER
S/W SIDEWALK CBW CONCRETE BLOCK WALL
CP CONCRETE PAD RP RADIUS POINT
CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE
C CHORD LENGTH 10 IDENTIFICATION
PK PARKER KALON t
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBp6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801- (407) 426-7979
1. THE SUR\,YOR HAS NOT ABSTRACTED THE
LAND .S;-TOWN HEREON FOR EASEMENTS, RIGHT
OF WAY, RESTR'CTIONS OF RECORD WHICH
MAY AFFECT JHEl TITLE OR USE OF THE LAND
2. NO UNUERGROUN6 IMPROVEMENTS HAVE BEEN
LVC.ATED. EXCEPT IAS SHOWN.
3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEA[ OF All FLORIDA LICENSED SURVEYOR
AND MAPPER. p
FOR
II; THE
FIRM
JAMES K. EKERN" PSM #5899 DATE
STATEWIDE PRODUCT APPROVAL SUBMITTAL