HomeMy WebLinkAbout2608 Mohawk AveI
`Permit # : o_csJ ss SQ
Job Address: �� 0
n
Description of Work:
Historic District:
Zoning:
Permit Type: Building Electrical
Electrical: New Service - # of AMPS
Mechanical: Residential Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Parcel #: 0 1 " d
Owners Name & Address:
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer:
Address:
CITY OF SANFORD PERMIT APPLICATION
0
Date:
Value of Work: $ &W q. C-10
RECEIVED
APR 252005
Mechanical Plumbing Fire Sprinkler/Alarm Pool
_ Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair - Residential or Commercial
Industrial Total Square Footage:
_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
NOW.
� t �
MW I
(Attach Proof of Ownership & Legal Description)
Phone:
State License Nu
mber:
E"_^ VL/J� `!ty -I- !{1
�T1LL�Phone:�t�D'���
Phone:
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 s 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 perfiniti required from other govemmental entities such as water management districts, state agencies, or federal agTIM"
Acceptance of pellmiA ven
ture'of Owner/Agent ' I
Owne Agent's Name
Lure of Nota -State of Florida
Owncr/Agent is
_ Produced ID
the q4er of the pr9perTy of the requirements of Florida Lien Law, FS
Sf 713.aakn
Personally Known to Me or Contractor/Agent is Personally Known to Me or
ProducedlD
1 l` C�--•�-._ �,,,,c
t�'/WDate �/�tf Contractor/Agent D to
Print Contracto /Agent's Name
Date Si n a t% re of otary- to {'FI ri
da Date
TION APPROVED BY: Bldg✓,✓Loninc:
(Initial & Date) (Initial & Date)
Special Conditions:
Utilities: FD:
(Initial & Date) (Initial & Date)
06
LIMITED POWER OF ATTORNEY
I hereby name and appoint
of
u
in fact to act for me and apply to
fora BUILDING
at a location described as
Range Lot
1 -6 -:s -
DATE/
to be my lawful attorney
permit for work to be performed
Section
Block Subdivision
r� -/ DK!
(Address of Job)
(Owner of Property and Address)
Township
and to sign my name and do all things necessary to this appointment.
THOMAS A. ORIE SR. RX0045740
Type or Print name of Certified Contractor, License #
Signature of Cert&VTCJnTraerr
Acknowledged:
Sworn to and subscribed before me this
�o Day of AIP-t A.D. 20 Qs�
Notary Public, State of Florida
(Seal) / C
My Commission Expires: l �J
=�>�S�'�YN WHITAKFER
VotBN »ul)lic, Stele of Honda
wily comm. expires Dec. 2, 2008
No. DD 376604
Bonded thru Ashton Agency, Inc. (800)45?` 4854 4
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
JE a
DAVID JOHNSON CFA, Ac,
-
71
O
1
Y
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
01-20-30-504-2300-
Number of Buildings: 1
Parcel Id: 0020 Tax District: S1-SANFORD
Depreciated Bldg Value: $41,436
Owner: SOTAK NICOLE C Exemptions: 00-
HOMESTEAD
Depreciated EXFT Value: $0
Land Value (Market): $10,830
Address: 2608 MOHAWK
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771
$52,266
Property Address: 2608 MOHAWK SANFORD 32771
Assessed Value (SOH): $52,266
Subdivision Name: DREAMWOLD AND
Exempt Value: $25,000
Dor: 07 -MISCELLANEOUS RESIDE
Taxable Value: $27,266
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
Tax Amount(without SOH): $961
WARRANTY DEED 11/2004 $79,000 Improved
_'4 Tax Bill Amo.. $961
QUIT CLAIM DEED 06/2003 $100 Improved
u ,... ,
n , /srtu cavinrla $0
QUITCLAIM DEED 10/2002 $100 Vacant
2004 Taxable Value: $46,907
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LEGAL DESCRIPTION
LAND
LOT 2 BILK 23 (LESS BEG NE COR LOT 2 RUN
Land Unit Land
S 5.04 FT N 88 DEG 52 MIN W 28.94 FT N 78
Land Assess Method Frontage Depth Units Price Value
DEG 44 MIN 13 SEC W
FRONT FOOT &
28.67 FT S 88 DEG 52 MIN E 57.13 FT TO BEG)
57 130 000 20000 $10830
..,
DEPTH
DREAMWOLD
PB 4 PG 99
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1994 3 693 798 693 CONC BLOCK $41,436 $43,275
Appendage ! Sgft OPEN PORCH FINISHED / 105
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/pts/web/re web.seminole_eounty_title?PARCEL=01203050423000... 3/25/2005
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January 01, 2005
LAWRENCE E. BENNETT, P.E..
P.O. BOX 214368
SOUTH DAYTONA, FL 32121
386-767-4774
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
2004 "ALUMINUM STRUCTURES DESIGN MANUAL"
Dear Building Official/Plans Examiner,
This is to certify that the following contractor/company
is hereby authorized to use my "ALUMINUM STRUCTURES
DESIGN MANUAL" for the year 2005.
This authorization also applies to contractor Master File
Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC"
drawings that I may furnish for the contractor.
Timothy J. Orie
Superior Aluminum
3005 Forsyth Road
Winter Park, FL 32792
questions,please contact me at'your
Lawrenr,�/E: Bennett', P.E.
�t
Al
is
�i
i
gg y YI
SCPEEN
ENCLOSLO
KMBCR
BY OTNCI
CAULK L
V 1NDCIV
SCPLCN
r 3 INS
S: PC W
Iib• M+.K. SPACE
r..-ro•�o-ro•�o VINSOV
kC 1 Ca+1
vl•TW rG)
SILL
a8INST AlL A7ION
SCRE V AN-,• R
CAULK BET V[CN
VINDOV rl •NGC a
SCRCCN ENCLOSURE
SF('TION A=A
A I
IMA
«CIG T
EXTERIOR ELEVATION
I'B• Mix_ SPACE
VIND.3V rRA1E
JAMB
SCRCCN C++CLOSUPC
MEMBER B' DTrtPS
�— CAULK BCT�ECN
vlNDOV rIAM'-E t
nlrR ^R SCREU+ CNCLOSUPC
.B INS1 aLLAl10N
vla«—t� Ii8• IAK. SPaLE
SECTION B -B
IDC: rPAME MA'EP:AL AL'Yi N,l1 ALLOY 6:63.
21 iNSTA,l.AT1U+ AK -OPS. AB SCPE". 1+,;11 BE S=ACED 61 MA+
r PCM CCIRMCRS AND SPACED 24' OC ++AK. _
CALILK 3) CAULGE . BLMIND viNDOv rLANWI'k L SEA' -ANI Av ACII?+
IFCRS
Or LAZE[ CALL%."JST COMPLY Wilk SEAL ,+
RE C OMENDATICMS
A) VINDOW VEN)S SMALL BC RCMOVED V,CN WINDS EaCEED 75
N=M AS PCR BUILDING CODC.
FSKYd11l k yy.0."
MANWACTORER NAMt
PEEN ENCLOSPE Cysf►M W�n+io�/s __ CUSTOM WINDOW SYSTEMS, I
MEMBER Bl 01 -CPS
DCALA, FLORIDA
FILFS # �� r IIILE• 2 TRACK H0RI20NAL VINYL SLIDER OS.`+
INSTALLATION DETAIL
(-.1-CE- MANUEL MARTINEZ i� $H r••) . </01/C'2
/ mtcln),c• scaLo N.T.S. w CVS012E
J_ CIVIL
n. A{ w 4 718 2
..c,..c, r. ..ewc. ,r:+o s. cs.. w .rt..••e....n. m,c w. .c..+a., r.vnw u••a ..o< •., •+"Y r' •• M.r�
P
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION
DETAIL I" x 2" WITH BEAM / HEADER
(3) #10 x 1-1/2"S.M.S. INTO
SCREW BOSS
(2) #10 x 1 1/2' S. M. S. INTO ANGLE CLIPS MAY BE
SCREW BOSS SUBSTITUTED FOR INTERNAL
ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS
CONCRETE W/ 1/4"x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH -MIN. (3) #10 x 1 1/2" S.M.S.
POST AND 24" O.C. MAX.I r It
INTO SCREW BOSS
MIN. 3-1/2" SLAB 2500 PSI 1" x 2" EXTRUSION
CONC. 6 x 6 - 10 x 10 W.W.M.
OR FIBER MESH 1-1/8" MIN. IN CONCRETE
.a
VAPOR BARRIER UNDER
CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE:, 3"= l'-0"
ANCHOR V x 2" CHANNEL TO
CONCRETE WITH
1/4" x 2-1/4"CONCRETE
ANCHORS WITHIN 6" OF EACH
SIDE OF EACH POST AT 24"
O.C. MAX. OR THROUGH
ANGLE AT 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6 -10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
HEADER BEAM
(4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
H -BAR OR GUSSET PLATE
2"x2"OR20x3"OR2"S.M.B.
POST
MIN. (4) #10 x 1/2" S.M.S. @
EACH POST
1" x 2 EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTIONTOS DETAIL
SCALE: 3" =1'-0"
Lawrence E..Bennett, P.E. FL # 16644
CM ENGINEER- DEVELOPAIENT CONSIATANT
P.O. BOX 214388, SOUTH DAYTONA. FL 32121
TELEPMON&- (386) 767.4714
FAX: (3W76741556
PAGE
® CO"Rmff m"
3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNETT, P.E.
`.
4•
SECTION 3A
SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
—2-b- e_- J --l..- I—A -4 44 $ICC
For s seconu winu guar aL t IV mrn Vowvu�, .. ...n .. -.•,•• •--- _ _-
Tributary Load Width'W' = Purlin Spacing
Sections 3'-0" 1 3'4" 4'-0" 1 4'-6" 15'-0" 5'-0" 1 6'-0" 1 6'-6"
Allowable Height 'H'1 bending'b' or deflection 'd'
7'-0"
7'-6"
2" x 2" x 0.044"
Hollow
9'-5" b
8'-9" b
8'-2" b
71-8" b
7'-4" b
6'-11" b
6'-8" b
6'-5" b
6'-2" b
5'-11" b
2"'x 2" x 0.055"
Hollow
10'-3" b
9'-0" b
8'-11" b
8'-5" b
T-11" b
7'-7" b
T-3" b
6'-11" b
6'-9" b
6'-6" b
3" x 2" x 0.045"
Hollow
11'-3" b
10'-5" b
9'-9" b
9'-3" b
8'-9" b
8'-4" b
7'-11" b
7'-8" b
7'-5" b
7'-2" b
3" x 2" x 0.070"
Hollow
17-9" d
12'-2" d
11'-7" d
10'-11" b
10'-5" b
9'-11" b
9'-6" b
9'-2" b
8'-10" b
8'-6" b
2" x 3" x 0.045"
Hollow
17-9" b
11'-9" b
11'-0" b
10'-5" b
9'-10' b
9'-5" b
8'-11" b
8'-8" b
8'�" b
8'-1" b
2" x 4" x 0.050"
HollowB144
14'-11' b
15'-1" b
14'-1" b
13'-3" b
12'-7" b
12'-0" b
11'-6" b
11'-0" b
10'-8" b
10'-3" b
2" x 4" x 0.046"
S.M.B.
17'-0" b
17-8" b
16' 6" b
15'-7" b
14'-9" b
14'-1" b
13'-6" b
12'-11" b
12' 6" b
12'-1" b
2" x 5" X 0.050"
S.M.B.
21'$" b
21'-10" b
20'-5" b
19'-3" b
18'-3" b
17'-5" b
16'-8" b
16'-0" b
15'-5' b
14'-11" b
2" x 6" x 0.050"
S.M.B.
23'-11" b
24'-2' b
22'-7" b
21'-3" b
20'-2" b19'-3"
b
18'-5" b
17'-9" b
17'-1" b
16' 6" b
2" x 2" x 0.044"
Snap
10'-4" b
10'-5" b
9'-9" b
9'-2" b
8-8" b
8'-3" b
7'-11" b
7'-7" b
7'-4" b
7'-1" b
2" x 3" x 0.045"
Sna
13'-3" b
13'-4" b
12'-5" b
11'-9" b
11'-2" b
10'-7' b
10'-2" b
9'-9" b
9'-5" b
9'-1" b
x 4" x 0.045"
Snap
-----
16'-3" b
..
15'-3" b
14' 4" b 13'-7" b 12'-11" b
'--:__ .__-. Kier
12'-5" b
11'-11" b
11' 6" b
11'-1" b
For 3 second wina gust at izu mrn vew-ny, uauiy ..o�.y.. ,••oma �• •- m -
Tributary Load Width'W' = Purlin Spacing
3' -6" 1
Sections 3'-0" -6" 4'-0" . 4'-6" V-0" 5'-6" 6'-0" 6'
Allowable Height 'H'1 be ding 'b' or deflection 'd'
7'-0"
T-0"
2" x 2" x 0.044"
Hollow
81-8" b
8'-0" b
7'-6" b
7'-1" b
6'-8" b
6'-5" b
6'-1" b
5'-11" b
5'-8" b
5' 6" b
2" x 2" x 0.055"
Hollow
9'-5" b
8'-9" b
8'-2' b
7'-9" bi
7'-4" b
6'-11" b
6'-B" b
6'-5" b
6'-2" b
5'-11" b
3" x 2" x 0.045"
Hollow
10'-5" b
9'-7' b
81-11*.b
8'-6" b
8'-0" b
7'-8" b
7'4" b
7'-1" b
6'-10" b
6'-7" b
3" x 2" x 0.070"
Hollow
17-1' d
11'-5" b
10'-8" b
10'-1" b
9'-7" b
9'-2" b
8'-9" b
8'-5" b
2" x 3" x 0.045"
Hollow
17-10" b
11'-11" b
11'-2" b
10'-6" b
W-11" b
9'-0" b
9'-1" b
8'-9" b
8'-5" b
8'-2" b
2" x 4" x 0.050"
Hollow
14'-11' b
13'-1 0" b
17-11" b
12'-2" b
11'-7" b
11'-0Eb"
" b
10'-2" b
9 -9" b
9'-5" b
2" x 4" x 0.046"
S.M.B.
17'-0" b
16'-3" b
15'-2" b
14'-4" b
13'-7" b
12'-1"
b
11'-11"b
11'-6" b'
11'-1" b
2" x 5" x 0.050
S.M.B.
21'$" b
20'-1" b
18'-9" b
17'-9" b
16'-10" b
16'-0"
b
14'-9" b
14'-2" b
13'-9" b
2" x 6" x 0.050"S.M.B.
23'-11" b
27-2" b
20'-9" b
19'-7" b
18'-T b
17'-9"
b
16'-3" b15'-8"
b
15'-2" b
2" x 2" x 0.044"
S
10'-4" b
9'-7" b
8'-11" b
8'-5" b
7'-11" b
7'-7
b
7'-0" b
6'-9" b
6'-0" b
2" x 3" x 0.045"
Sna
13'-3" b
17-3' b
11'-5" b
10'-9" b
10'-3" b
9'-9
b
8'-11"b
8'-8" b
8'4" b
2" x 4" x 0.045"
Sna
16'-2" b
14'-11'b
14'-0" b
13'-2" b
17-6" b
11'-1'
b
10'-11" b
10'-T b
10'-3" b
Notes:
...",,,�hrt„
rn rhe
1. Above Spans d0 not include length Of Knee Dr8Ce. AOu noruvnrai u��uawv uv,,, �,...y..... -. -•--- - --- -
ebove,spans for total beam spans.
2.-, Spam may be interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CML EWAVEER - OEVELOPAgWr CONSULTANT
P.O. BOX 214388. SOUTH OAYTONA, FL 32121
TELEPHONE: MM 757-M4
FAX: (386) 7974M
PAGE
c�,� Q COPYRIGHT 2I104
3A�LHt . NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. .
�lil�lll�l�
PERMIT
PLANS R
CITY OF
OFFI
I=
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R=40.00
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LEGAL G£SCZIPTION:
LOT 2, BLOCK 23 :OF DREA),I O D AS RECORDED W PLAT BCOK 4, PAGE 99, OF Tt-C
PUBLIC R.ECORDS OF SEMINOLE COUNTY, Fs-ORIpA, LESS A PORTON OF S,4jo LOT 2
12117COC-4.'E C!ESCRIBED t5 FOLLOWS-, BEGINNNC A= THE SOUMEAST CORNER OF LOT I , AM 8E!`;3
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1202_4 f'zONG TYE EAST LINE S-10 LOT 2 TO. A POINT, THErlrE DEPAR?ING L'.AIO EAST I_I.mc RUV N
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