HomeMy WebLinkAbout4250 Bloom Ln (2)r
r
Permit N :
fob Address: Lf Z S O
Description of Work: Y a r T- 0 Q ( Ir
Historic District. Zoning:
CITY OF SANFORU PERNIIT APPLICATION
L Iti
Dale:
Total Square Footage O O
Value of Work: S Go
Permit Type: Building CI Electrical Mechanical Plumbing FireSprinkier/Alarm Pool
Electrical: New Service — N of AMPS Addition/Alteration Change of Service Temporary Pole
echanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines N of Gas Lines
Plumbing/New Residential: N of Water Closets Plumbing Repair — Residential or Commercial
Ncupancy Type: Residential Commercial Industrial
Construction Type: N of Stories: / N of Dwelling Units: Flood Zone:: (FEMA form required)
3waers Name & Address: f` C L, K C 'e" 4 _* /S C i C G G q Bk Y 4—e_
fzso Sloo G. _ S aK
h
contractor Name & Address:
hone & Fax: _
3ending Company:
ddress:
Mortgage Leader:
ddress:
rchilect/F.ngineer:
dress:
Contact Person:
Phone: 't d / ` S Z .6 — r U /5
State license Number:
Phone:
Fax:
pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
ssuance of a permit and diet all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
hermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS, and
UR CONDITIONERS, etc.
WNER'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
onstruction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITfI YOUR LENDER OR AN
TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
40TICE: 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
his county, and that may be additional permits required from other governmental cmities such as water management districts, state agencies, or federal agencies.
kcceptance of permit is verification 1 111wdlifytheownerofthePperl
mumm,,t , 7o c
Signature of Owns/Agent " T E 'r/ \/!/// e
e • k r' • o'sC0 i
Pr%Owner/Agent's Nark Q _ JatY a^rpm••
T #DD5072981 1
Owns/Agent is _
Produced ID 0
PPROVALS: ZONING: 0 •oV UTIL: FD:
of the requirements of Florida Lien Law, FS 713.
Signature of Conuactur/Agent
Print Contractor/Agent's Name
Signature of Notary -State of Florida
Date
Date
Contractor/Agent is _ Personally Known to Me or
Produced ID Ao
ENG: BLDG:
pecial Conditions: :
cv OY2006 V_ f A A sA (Dc OwA S ; d r o , F' t'(N-
A ,
O c cN M eYbQ C k S.
r
41.00
CITY OF SANFORD BUILDING DIVISION
OWNEWBUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, , o ereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Z-7te C, V It'y A6
Owner/Builder Signature Date
Print Owner/Builder Name \S . Mi6310ryF Cp iA
Q; coat Y 16 +A•'
c, •. AA
Signature of Notary -State oE,
fAo",
Owner is Personally Kno
Produced ID tDL (3!e%A - s,66 \
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
DAVID JoHHsok CFA, ASA
PROPERTY
APPRAISER
SEM1NDLE.COUhrff FL
1101 E. F1RST,sT
sANFano, FL32771-14W
407-OF 750E
2007 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 18-20-31-300-011A-0000 Number of Buildings: 1
Owner: BURKE KENNETH A & REBECCA F Depreciated Bldg Value: $173,729
Mailing Address: 4250 BLOOM LN Depreciated EXFT Value: $1,200
City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $400,000
Property Address: 4250 BLOOM LN SANFORD 32773 Land Value Ag: $0
Subdivision Name: Just/Market Value: $574,929
Tax District: S1-SANFORD Assessed Value (SOH): $304,111
Exemptions: 00-HOMESTEAD Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $279,111
Tax Estimator
SALES 2006 VALUE SUMMARY
Deed Date Book Page Amount Vaclimp Qualified Tax Value(without SOH): $10,856
WARRANTY DEED 08/2003 04950 1759 $190,000 Improved Yes 2006 Tax Bill Amount: $5,320
WARRANTY DEED 01/2002 04387 1598 $100,000 Vacant Yes Save Our Homes (SOH)
WARRANTY DEED 12/1999 03788 1232 $42,000 Vacant No Savings: $
5,536
WARRANTY DEED 02/1990 02155 0591 $55,000 Vacant Yes. 2006 Taxable Value: $270,253
WARRANTY DEED 07/1987 01866 1385 $55,000 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess
Frontage Depth
Land Unit Land
Method Units Price Value LEG SEC 18 TWP 20S RGE 31 E S 1000 FT
OF E 1/3 OF NW 1/4 OF SE 1/4
ACREAGE 0 0 10,000 40,000.00 $400,000
BUILDING INFORMATION
Bid
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost NewNum
1
SINGLE
1900 6 1,472 3,556 2,820 SIDING AVG $173,729 $211,221
FAMILY
Appendage / Sgft OPEN PORCH UNFINISHED / 256
Appendage / Sgft OPEN PORCH UNFINISHED / 440
Appendage / Sgft OPEN PORCH UNFINISHED / 40
Appendage / Sgft UPPER STORY FINISHED / 1348
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished Base Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 2000 2 $1,200 $3,000
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.scpafl.org/web/re web.seminole county_title?parcel=182031300011A0000&... 10/10/2006
DtJLKINIIUN
0.00 feet of the East 1/3.of the NW 1/4 of the SE 1/4 of Section 18,-Township 20 Sia
minunty, Florida.
SURVEYOR'S CERTIFICATE•'
rtify that a Boundary Survey of the above described property was made under my directiononisacorrectrepresentationofthansametothebestofmyknowledgeandbelief.
RLS #1653 !• 2 JAN 90
V. LL Il & ASSUCIATES, INC.
1807 French Avenue
Sanford, Florida
407/322-2213
Cop
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PUNS REVIEWEDIli -2
CITY OF SANFORD
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I X 4 BRIDGING
2 If 4 BENT(TYPJ
1 x 4 BRIDGING
SEE DETAIL BELOW
WINDOW OPENING
2) 2 X 6 BEAM ITYP.)
a' ALUMINUM SIDING
2 x 4 BOTTOM PLATE
31C PLYWOOD FLOOR `
HURRICANE ANCHORS
TYP USE SIMPSON
LSTA-18 W/ 1114 - 16d \ NAILS
2 a 8 SIOERPIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
a,
VAME5 r
I
I
i x E STl:O AL`:EC'WHE4 < T=
3ARAGE =CR:hS:ALLZO
VAX. MC'?t Tz.
i_CA GARAGG CCCRSS- CCRS c
P CON'.=C-=_OCR
2H 2 x a SPRUCE HEADER a
No TXB' 12 PINE EACH SIDENoLOADBEARINGWHEN
GARAGE DOOR INSTALLED
1 x 4 BRIDGING ® BEM (TYP.)
20 GAUGE 3' x S GALV. PRESS
PLATES (2) PER CONNECTION
5L' TYPICAL112JCINTOSLOPE AT KNEE
F BEM
1 x 4 BRIDGING O BENT (TYP.)
214 SENT FRAMES
CONNECTED W1 tOd COMMON
O 1'4r O.C.
2 14 BOT70M PLATE
S:uPSCv -S:a - SEEATTACHMENT CET AILS
X Xa X, t
r-- VARIES B-Cr TO 1r•01 -:-
FCR VCRMAP.ON NOT SHOWN SEE ENO ELEVATION
EVC __FJA"CN'MTH CCCR TWO SKID MCCELS
SCALE: 1t4' x 1'L•
r
1LL-- pl
Rn u with 1R C 5 2.
4 HEADER 1
X a BRIDGING ia
st
d1 Mnnaf mr%:d Btd 2x40ENT (
TYP.) i-lvas
adopted Codes
sad 2 TYP SLOPE AT KNEE JOINTOF BENT Actandf0gotilLo1z/ `"
ttt 4 e- 1, 4 BRICGING ISOMETRIC OF
SHED ere to the 2.1
STUD (TYP) SCALE: N.
T.S. ac•7S Strud ZTj Ty 31,-LYWOOD FLOOR OVER OCLpV 0IIe..." 3t
2. o, 4 )F_ar_
Jf Aisar Yoiociry
l "
7
Wnd SEE AT'ACHMENT
DETAILS Finl2rri71ft 5 Q/
pL wX• Xa X, 417-0' MAX
LENDTN Plan l-•:Ai:ES:
B'.
T TO 1r:/7-i X 7ST SPACING
A(jou. F7nor L.W - I Approval Dnu
7 '' a \CT St=CWN SE-_ END ELEVATIDN WITH DOOR EtiC E-1/
A-'CN FOUR SKID MCOELS I L M-f. i SCALE. 1I4' + 1 a' 4 x 4
RUNl`pprOYat oft" D oCU=c +t 40s3 `Crt Aigt}30r1Ze OF
aQ?-r_ a.nY _ _ From tie reGair
n enu DF E Aar s. 4 StULC La
to
to < K
7
X t
FLOOR
FRAMING
PLAN
SCALE: IIC + 1•-
0' SIDE ELEVATION WITH
DOORS & WINDOWS SCALE: two 1'-
w 2•-0' Mile.)).
I I
SEE
SIDE ELEVATION
WITH DOORS 6 WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE:
114 - 1'{
r 2.6 P.
T.P. PLATES FCR SHEDS OVER 16' '
N LE\G-- 3/4' PLYWOOD
FLOORING 4 x 4
RUNNER 2 x 4
BOTTOM PLATE (TYP ALL AROUND) 2 x
6
BEM (TYP.) (SEE SIOE WALL ELEVATION) ENDOW
I DOOR
HEADER x HEADER x
A 8EMT(
TYPJ 4 BRIDGING x
4 SILL
x 4 BOTTOM
PLATE TEE DETAILS FOR
ONNECTION 1 x
4
BRIDGING 2 a 4
BENT(1YP.) 1 x 4
WINO BRACE (TYP.) AT FOUR CORNERS 1rV
WIDE OR GREATER 2
x 4
SOTTOM PLATE SEE DETAILS FOR
CONNECTION 2x 4BENT
20
GA. 3"
x 5" GALV. NAILED PLATES (2)
PER CONNECTION FOR HEADER
USE Bd COMMON
S'MPSON '135
PLATE WI 8) tCa x
1-1/2' NAllS F.- too (2)
2x4W/
1/2" PLYWOOD TIiRU INTO HEADER '
N/ (5)SPACER OR aza ,{2 PIN x 3' NAIL
O EACH ENO I \_ SIMPSCNHS-24 W/ 5&5 16d NAILS O
2x4 FRAME J TYPc I
SECT)
ON THRU HEADS@ SCALE 1 Irr •
1'd 2 x - EENT
20 GA. 3"
x 5" GALV. NAILED PLATES (2)
PER USE So ION
FOR HEADER
USE 8a COMMON
4.4 ;2
PINE, 2x4 NAILED S__;MFSCN -p-
PLATE W/ TO BorroM w/ (2) pt6a 3) :Go x
1-1/2' NAILS .) I I - CCMMCN NAILS
O 16" O.C. THRU NTC -EAGER '
N/ (5) • ((__`"(' Cif x S
NAIL O EACH SIMPSCN HS-24 STRAP ENO INTERMEDIATE FRAMES
CR HEADERS W/ 4&
4 16d 11 NAILS 2
2.4 FRAME TYPE II EGT10N
THRU HEADER SCALE: 1 Irr -
VO` V844=ed pr'
JL uct3 In C0fr1P!i n(*
wffi Rule 98-72
for Q uC, Approval
t 4a : a
4: • : e I I I I
I
I
T x r PRESS PLATES BOTH SIDES ALL JOINTS
2x4 CONSTRUCTION I
I ALUMINUM ':
CCR SCIN CN BACK & BACK 1
I V
CR
CCNSTRL'
CT1ON ICPTICNAL) MR!NG
DIAGRAM
CPT!CNAL ELEC-
RIC) SCALE. V.TS.
1R:w StnAI_
BE MC CABLE ' 4 GA MRE'eaG ALL
VETAL BOXES I 2" a
C" SCUARE WASnE15 CRGED 13/8'
x 2' BOLT W/ (2) ESCL- xASHERS & NUT (
A-
24 SIMF' A-24
STRAP 1,2DO4 UPLIFT)
I 1) 3/
2" . 3" (1.200N SIMPSON MS-24
UPUFT RATING) EXPANSICN BOLT CR WEDGE
ANCHOR a -IN TO
SLAB O SPACING 4...__ PER TABLE
I) SHED W/ SKID
ATTACHED ACHOREO TO CONCRETE SCALE 1 1417 •
1'-T 1) 3/8'
x 5' (a00;# UPLIFT RATING) WEDGE
ANCHCn' INTO DONORS
SLAB AT SPACING
PER -ABLE 1)
NOTCH CR COUNTER
SINK BOLT -RU 2
x a 1/2' MI •' -
I 2 x 4
eOTTOM PLATE NAlLE7 TO 2
x 6 BASE SIMPSON MS-24
TYPE I OR
II CONCRETE PAD WI BLOCKING AS
RECUIRED Ifr s r
FORGED EYE BOLT SHEOV41 SKID ATTACHED
SCALE I Irr
V-7 Sv czar_, c
wrl
IX At1GFR ANCHOR SCALE: 114' - 1'
d a SET UP
AND
INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS
PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM
OR SQUARE UNIT TO HOUSE. FENCE. PROPERTY LINE. ETC. 2 ONCE UNIT
IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED
ON HIGH SPOTAND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO
LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL BLOCKED.
AND THEN SHIMMED. 3. AFTER THE
BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR
PLACEMENT
IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED THROUGH THE 2
x 4 BOTTOM PLATEWITH 1rr AUGER 81T AND THE EEB YOLT IS FASTENED NDIINTO PLACE. THE HOLE
IS DUG FOR 3T EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE
FASTENED WITH trrxT BOLT. (( as1-'_'-j y l v 1`(/
ItL UPITO NIEVELT A 318A
OLE IS DROILLED WITH HAMMER DRILL INTO CONC ETOE 151?9 OFF RILM O A P 1 ! O V JOIST. THE EYEBOLT IS
FASTENED THROUGH BOTTOM PLATE AND AN lBRACKET OR SIMPSON STRAP IS PLACED OVER
THE 3tr WEDGE ANCHOR. A 1? a 2' BOLT IS THEN a FASTENED THROUGH THE EYEBOLT AND
L' BRACKET. ,' S. IF NO FLOOR UNIT
BUILDING IS USED, ANCHOR WITH 318' x 5' WEDGE ANCHOR CENTERED, BETWEEN EVERY WALL STUD. GENERAL
NOTES & SPECIFICATIONS FOR AUGER
ANCHORS 1. 9uddnq anchors shag be -
mob" honi type 130 single h.b y auger anahon nt-f-tured by Slyn Croat of Freemont. OH. Mvs,mum allowable uplift 2.
0001 or eauNatent. 2. Anananhg ay- to ground
o.r local building cads Iby deaar). Locale ach nor per Table 4lmough thebonom plate. 3. Anenarx seal b. Placed
through the bottom plate and floor system. Toole 1 Shed Ancorin0 to
Concrete SIQo Toole 2 Runner Spacing Shea fflotj Uplift / Sae of
e6ncnor Spec.;— / Si e d ea 'Mad X1 I X2 1 X3 1-cr 280.I LF
4'-3' t ro' 240 1 / LF
s Vallee Irom eIW of jaW
lid c.nnn al (2) 4 X 4 axtle carry. 14'-0' wMe anode nave 14) "ta pl akpa. Tcole 3 Su000ri Foet;r.
g PcC Speclnc `or Runner Blocking For Single or • cuale `Nice Nana: Ica spicing end ;o
centerof ;aft. Peas other than end boas
spbc:ng is center to center. u•. 'or interior rurIne,. roe
Pba Oimensmns Mo.. Loaa
na:enal r x W. tea t,
ne 1 canard. bbcx oua.Y cam.. a .and ma B' X 18' 41Gat8' 7
SW a ncnu
abak
oualpy coma. d as. ma 111 39501 1 ASS..... pail.
Baew oars 2.000 PSF
at Ilble sad or.... Said pree.ure anal loft van6ed by f lo pen[romeler teat or aaee too apart. Check wph ergnear d sop pnuun n
au Iran Z000 PSF. No 1. Hollow or slid
concreteclocks may be stacxeo on pods for high sets up to 48' maz. with Cut reinforcing.. 2. Pads required on
12' &
14' we sneas only. Table 4a Ahmor Spacing Of
Auger Type Anchors For Single 'Wide Sheds 30 Eve Auaer Arcrdr or
30 C Grill Anchor ed Sit -4- VOI1Q e
Ancnar 14dx. 'nterlor, co 10'4r 5.OP
1
Table 4b Anchor Spacing Of
Auaer Type Anchors For Double 'Wide Sheds FORCED EYE BOLT OR '/2-
THREADED ROD W/ SO .re
user Anchor AMaa.
heft Siz Lw• uouft11nilAnchor-• :nlenor Soacn 2" X 2" WASHER & NUT
J2p-0' 10.00 4110 2,GCO - CAPACITY) UPUFT Load.
4th of uplift
on mnmr. SEE STRAP DETAIL Location al
end auger or sub any - Ananor ap-ng •xempa: 30'
auger or 3Is' x 2414- expanelon oils. W/ (2) WASHERS & NUT 2.
000 + SHEAR
a cing
a based an 3 second wind gust of 150 MPH per CAPACITY) ASCE 8. C tagory '
C',
Importance Factor 0.77, Enclose Building, GRADE ` N-I, - I surementslisted
above are center to center of anchors. mm number of auger anchors
is (4). (1) O earn corner of e minimum shed la shedslessin
length than the maximu m. O 4. The minimum edgedistanceforexpansionbatsisEldiametersor5' for 3/8' expansion bolts.
5. Anchors shall be on
side walls except wren shed is placed next to existing building, in whirr anchors
can ad placed on end walls as close to sideLs_ `as passibl`e,,ury
aa CA 2*
T
GALV. WASHERLAMS
REVP OFCMSI IGED
EYE BOLTOR '/
2'
EADED ROD COUPLING x 1
trr BOLT
WI
CA SHERS (2.0001 - SHEAR ACITY)
a- FORGED EYE SOLT
ITNCE
A 7 IQ ry
N
L
n
dth0-
Krt)(
Kd)
M"2 ouASCE
7-98 ^`KfQ 70.85EX-.C;Ka-
1.
0
Kd - 0.55: 1 .0.T7;
V -150 MPH qa . 3Z04 PSF W- qx a
0.85. 27.
24 PSF I harpy candy that I have
re-ed thou p.m along with al the buddnq matenabi and cam ar.no u.ed nth.
manufacturing of In. 0... Th. mnm.. ma -.pan have Florida Product ApProval ae raqueed
by Fbw2 Budding Commlrnn RW. IChaanr 9S.7Z) ar w.n anetyaed
uunq In. Ratnnal Method and Agoweba Sv.a- O..qn. AI manna. and cm.to .e comPp.0
the 2001 S 2D04 Flow. Budding Cade mr a 150 MPH wind locay, baex: w pnuun of 27.
24 PSF. I z GT7. Encbcad Butting, Eaooaun -C and N.I.P C. a 0.
18., Real Live Load - 20 PSF, R-1 Oeed Load + : PSF, Fbar'Jvs Load = "B PSF, Floor Dead Load - 5 PSF,
Main Wind Force Relating Syeteme MCII-
NIA 40 31 :8 Cenmernanim
At
aaddlna Deelm (Effectl") Pre®
uree (PSF Lawrence E Benin e l t.
P.E. Il 6611 D6IpsaDp2 1IASR002 9/10/2003 2/
74/
2004
10/19/2CO4
1I/OS/2CD4
12/28/2004
E 03/09/
2005 l O W
a :Y On ^
i
Fig
1A N 01;
1
CRITICAL STATE CONCERN FIELD OFFICE' COMMUNITY PLANNING W8RGMY MANAGEMENT
27H ovwspas mip way, Swap 212 2555 Shumud 09% Boubywd 2555 Sh "ard Ooc BouWfM
TdonassN.FL323WZIQQ TMWMaso.FL=994100
FL=30- 227 «. ... ..... 114W d,%
10
STATE OF FLORIDA
DEPART .WENT OF COMMUNITY AFFAIRS Dedicated
to making Florida a better place to call home"' JEB
BUSH Govemor
Certification
Number: Manufacturer:
Address,
E.;
piration: MAF-
1367 Superior
Sheds, Inc. - OC 2323
S. Volusia Avenue Orange
City, FL 32763 November
09, 2007 Certified
for Manufacturing: Storage Sheds THADDEUS
L. COHEN, AIA . Secretary
This
will confirm that Superior Sheds Inc._- OC is certified to manufacture manufactured (
modular) buiidiags, as defined by Rule Chapter,9B-1, FAC, and Chapter 553, Part I, FS, for location or sale in the State of Florida. The condition of this certificationislimitedtoauthorizationspecifiedintheabovereferences. Each building shallbearaStateInsignialocated -on the electrical panel box cover. s
certification renewal. shall be for a period of three years, as indicated above. The Code
TgeneratedbythegmanufacturerwillreceivearenewalnoticebyE-mail, Information
System (BCIS) 90 days prior to exp$ra i S of
t RuleChapter manufacturer FAC
must
submit the information requued in s. »> online
at www floridabuildin .or . , If
you have questions regarding licensing requirements for site -related local
bermit ding s
for installation
of manufactured buildings, You may contact us, your department
or the Department of Business and Profession Regulations at (850) 487- 1395.
Sincerely,
1
Michael
D. Ashworth Program
Manager Manufactured
Buildings Program Building
Codes & Standards Phone:
850-922-6075 FAX:
850-414-8436 cc:
NDI 2555
3HUMARD OAK BOULEVARD ' • TALLAHASSEE, FLORIDA Phone:
850.488.84Snet add?eas8 lSuncom
h_
uu'www.dca,Sttate,II.us 1-te HOUSING
i COMMUNITY OEVELOFMEIiT 2555
T
W u+ 89 F32 Bf9 i00ma
uUy04i 32399.
2 100 291.
OTB1