HomeMy WebLinkAbout2109 Hartwell AveCITY OF SANFORD PERMIT APPLICATION
Permit #: D77. 3 51 , -+ r
Date: /Y/ RECEIVED
Job Address: 0 JO99 Ad-40e_// ABC_ Sd OCT Oa 2nne
Description of Work: -efl C420 M
Historic District: Zoning: Value of Work: $ a, _TQQ
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
N.
Plumbing/New Residential: # of W Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: ZZ Z 9
Construction Type- # of Stories: X__ # of Dwelling Units: Flood Zone: (FEMA farm required rer other than X)
Parcel #: J /7 ' - -e>w(Attach Proof of Ownership & Legal Description)
Owners Na & A dr /JI l t7 P Z
l /G 7 7 7' 7 7 Phone: 0
Contractor Name & Address: /
State License Number: C15; 60e/_7_/.T6{
Phone & Faz:A.!&-34&/_ Contact Person: 'rim /;i Phone: Z:92&.-j
Bonding Company:
Address:
Mortgage Leader: —'
Address:
Architect/Engineer: Phone:
Address: 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: 1 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 such as water management districts, state agencies, or federal agencies.
Acceptance*ols,enl,icti 1 will notify the
ow7;
the roperty of the requirements of orida Lien La S 7139._
9 Z
g t DateSignature of ontract,,/Agent Da er/
Agent's Print Co for/Agent's N ignatum
of Notary -State of Florida Date gnature of Notary -State of Florida Date OyWer/
Agent is _ Personally Kne MOB sit StewtiK Contractor/Agent is Personally KnoAPIP or t Stt vart Produced
ID _ Produced ID V '
MY
Comw8 ion ppm"" mxion
o. w Expires Nowmper 24,2W M-0Exphs APPLICATION
APPROVED BY: Bldg: 240(lnitia<1&,DYlft,)_ 6Utilities: FD: Initial
Date) (Initial & Date) (Initial & Date) Special
Conditions:
POWER OF ATTORNEY
Date:
I hereby name and appoint ,/ryiSi,
of to be my lawful attorney
in fact to act for me and apply to the
Building Department for.) . permit
for work to be performed at a location described as:
Section 36 Township / 9
Subdivision
Range -" Lot 416-" Block
Addres of Job)
Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
r
Q- 3.2 7 7i
The foregoing instrument was acknowledged before me this 4 A day of 20 O 6.
by r
who i(personally known to m iwho produced
as identification and who did not take oath.
State of Florida
County of earafjee—
otary Public, Orange County, Florida
Seal
Fonat SW*wt
MY CommbNon W26WMcz
e w/ EOm November 24.2007
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
f:•?: •! J.4i!D G!•!7ieflA1. CFi, t':ir1
PROPERTV y 1 r:.
APPRAISER
3Me, 114GLr0P.0 M'rl, an3--
asas ti:G $ Mt7Ct3CrLL rf:•::•::•:r.:}:. .:i= 2005
WORKING VALUE SUMMARY Value
Method: Market GENERAL
Number of Buildings: 1 Parcel
Id: 36-19-30-544-0000-0450 Tax District: S1-SANFORD Depreciated Bldg Value: $48,622 Owner:
LOPEZ MARTA I Exemptions: Depreciated EXFT Value: $0 Address:
2109 HARTWELL AVE Land Value (Market): $9,400 City,
State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property
Address: 2109 HARTWELL AVE SANFORD 32771 Just/Market Value: $58,022 Subdivision
Name: TWENTY WEST Assessed Value (SOH): $58,022 Dor:
01-SINGLE FAMILY Exempt Value: $0 Taxable
Value: $58,022 Tax
Estimator SALES
2004
VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp WARRANTY
DEED03/2004 05328 0870 $75,000 Improved 2004
Tax Bill Amount: $541 WARRANTY
DEED08/2000 03911 1047 $65,000 Improved 2004
Taxable Value: $26,378 WARRANTY
DEED04/1981 01329 0450 $33,000 Improved DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENT
Find
Comparable Sales within this Subdivision LAND
LEGAL
DESCRIPTION PLAT Land
Assess MethodFrontage Depth Land Units Unit Price Land Value LEG
LOT 45 TWENTY WEST PB 16 PG 36 LOT
0 0 1.000 9,400.00 $9,400 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1
SINGLE FAMILY1971 5 966 1,350 966 CONC BLOCK $48,622 $57,541 Appendage /
Sgft OPEN PORCH FINISHED / 108 Appendage /
Sgft ENCLOSED PORCH UNFINISHED / 192 Appendage /
Sgft UTILITY FINISHED / 84 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax
purposes. If
you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. re_
web. Seminole_county_title?parcel=36193054400000450&cpad=hartwell&cpad_num=214/22/2005
11111 a III 1111111111111111114111 NI 1111111101011111
Permit Number_
Parcel Identification Number 36-N -jO 6W
Prepared by: D, C, 7 tiiS;
Return to: D. C. l roi`S
5g1o8.3 iil.Ca'Lt
oer, FL,
U
NOTICE OF COMMENCEMENT
State of
County of 144?
YANNE MORSEv CLERK OF CIRCUIT COURT
IINOLE COUNTY
06436 Pg 18281 tlpg)
ERK'S # 2006160630
ORDER 10/06/2006 11a26t46 AN
ORDINO FEES 10.00
ORDER 8Y t holden
CERTIFIED. COPY
The undersigned hereby gives notice that improvement(s) will be made to certain real property, anci,WldtcolwithChapter713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property (legal d scription of the property, and street address if available)
tves2 PQ
aio 9 X,44 40e l l91-1, 3a,, , F-C
2. General description of improve_ ment(s)
3. Owner information
Name jrlY)4A ,LvPYz Telephone Number
Address z/e+Q 1 kr uK -toe - Fax Number
SQ'n.;ry/ r! gZ771 Interest in Property:
4. Fee Simple Title Holder (if other than owner shown above)
Name Telephone Number ,
Address Fax Number
a
5. Contractor n
h, C• l ev .5 C d Q Telephone Number -216 ``3y60
Name
Address g o s Fax Number aa& -3y
6. Surety (if any) -
Name Telephone Number
Address Fax Number
Amount of bond $
7. Lender (if any)
Name Telephone Number -----
Address Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by §713.13(1)(a)7., Florida Statutes.
Name Telephone Number
Address . Fax Number
9. In addition to himself or hersebr, Owner designates the following to receive a copy of the Lienor's Notice as
provided in §713.13(1)(b), Florida Statutes.
Name - Telephone Number
Address Fax Number
10. Expiration date of notice of commencement (the expiration date is one year from t date of recording
unless a different date is specified):
is/y/oa — 4126 ^ 'A -,5 / -s/,4
Date Signed Sign re of owner [ oo : per §713.13(1)(9), "owner
must sign ...and no one else may be permitted to sign in
his or her stead."
Sworn to and subscribed, before me this day of . 1*,2004_-- by
who is personally
as identification.
To -me _produced
40
Form Revised: 3/98
of otary (notarial seat to appear below)
W"I& Fonstt b3WoM
r EVWn WM ber 24. 2W
o
0
1
Lopez ,Job
fang"
19,
1
x I'l
OF
i
i
f
Y.
PLANS REVIEWED ,
CITY OF SANFORD ,
9'
FICE
PER -MIT #L3 -as
January 01, 2006
LAWRENCE E. BENNETT, P.E.
P.O. BOX 214368
SOUTH DAYTONA, FL 32121 y
386-767-4774
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
ALUMINUM STRUCTURES DESIGN MANUAL"
2004 edition & 2006 edition
Dear Building Official/Plans Examiner,
This is to certify that the following contractor/companyisherebyauthorizedtousemy2004ed "ALUMINUM STRUCTURESDESIGNMANUAL" during the year 2006. When we publish anddistributethe2006edofthe "ALUMINUM STRUCTURES DESIGN MANUAL",
they will be'authorized to use that manual for the remainder of 2006.
Our authorization is based on a January to January basis requardlessoftheeditionofthemanual. This authorization also applies to
contractor master file drawings, " ONE PERMIT ONLY" drawings or anysitespecific" drawings that I may furnish the contractor.
Robert Charles Aman Jr
DC Troisi Contracting Inc
Silver Trend Inc
5968 Lakehurst Dr
Orlando, FL 32819
They are hereby added to my 2006 MASTERFILE LIST
Should you have i y questions please contact me at yourconvenience. // //__
Sincerely,
ce Z:/./ Bennett 1 P.E.
PLANS REVIEWED
CITY OF SANFORD
SCREEN, ACRYLIC & VINYL ROOMS
4
I INTERIOR BEAM (SEE TABLES
3A.1.3)
H '
SECTION 3A
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS ORPPANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
JP\
Ci
TYPICAL SL'OPED'SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLES
3A.1.4)
n
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
CIOF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE: (
386) 767.1774 FAX: (
386) 767-ON Q
COPYRIGHT ZM PAGE
NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-1
SECTION 3A I SCREEN,, ACRYLIC &
EDGE'LBEAM (SEE TABLES
3A.1.1 6A.1.2)
LW` FOR
MAX.
UPRIGHT'4,4'
HEIGHT (h) 1;x 2"
11 'k- MIN. 3-1/2" SLAB ON GRADE
VARIES OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL SCREEN, ACRYLIC.OR.VINYL ROOM PAGE 3A-37, 38, 39)
W/ SOLID ROOF TYP.,FROAT VIEW FRAMING
HEIGHT.OF UPRIGHT IS MEASURED FROM
TOP, OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW LOAD WIDTH-
FOR ROOFBEAMLERNATE CONNECTION
P/2' 'P/2' @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
SEE TABLES) w
CC
H U
SOLIDOOF
w H
NO MAXIMUM
ELEVATION SLAB OR GRADE) jT P =PROJECTION FROM BLDG. WVARIES VARIES -LW = LOAD WIDTH
IF
NOTES: % '
P' VARIES
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 6" EACH SIDE OF, - UPRIGHT ANCHOR 1" x 2" TO.WOOD' WALL W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2' WASHER_HEADED SCREW-2'-0-O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND-(2)-#8 SCREWS W/ WASHERS @ EACH POINT OF
CONNECTION. _
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 1 150
8 1 #10 1 12 1 #12
TYPICAL SCREEN ROOM
SCALE: 3/16' = V-0"
Lawrence E. Bennett; P.E. FL # 16644 `
CIVIL ENGINEER - DEVELOPMENT CONSULTANT CITY SANFORDOF
P.O. BOX 214365, SOUTH DAYTONA, FL 32121
TELEPHONE: (388) 767-4774
FAX: (388) 767.6556
PAGE
COPYRIGHT 2084
3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
SECTION 3A
EDGE
1" x 2" OPEN BACK ATTI
TO FRONT P(
10 x 1-1/2" S.M.S. P
FROM EACH END OF
AND 2
FRONT
1" x 2" OPEN BACK AT U
TO FRONT PC
10 x 1-1/2" S.M.S. MAA. b-
FROM EACH END OF POST
AND 24" O.C.
SCREEN,,ACRYLIC & VINYL ROOMS
ALTERNATE CONK
4) 010 x 1-1/2" S.M
HROUGH SPLINE
SIDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
ACK W/ MIN. (2) #10 x 1-1/2"
Q.M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
RONT AND SIDE BOTTOM
AILS ATTACHED TO
ONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
NCHORS Q 6" FROM EAC
POST AND 24" O.C. MAX(AI
WALLS MIN. 1" FROM EDGE
CONCRETE /%
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E. FL # 16644 QLk%is RED jr " low
CIVIL ENGINEER - DEVELOPMENT CONSULTANT of %14FORD
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (336) W-4774
FAX: (M) 767-GM
PAGE
COPYRIGHT 2884
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
D
OF
r
SECTION 3A
ALTERNATE CONNE(
DETAIL 1" x 2"
3) #10 x 1-1/2" S.M.S'
BOSS
SCREEN, ACRYLIC & VINYL ROOMS
BEAM /
2) #10 x 1 1/2;' SfM. S. INTO `i ANGLE CLIPS
SCREW BOSS SUBSTITUTED
ANCHOR 1" z2" PLATE TO SCREW SYSTE
CONCRETE W/ 1/4" x 2-1/2-
CONCRETE ANCHORS WITHIN
BE
INTERNAL
6" OF EACH SIDE OF EACH MIN. (3) #10 P1 1/2" S.M.S.
POST AN6-24" O.C. MAX.I Ir litINTO SCREW BOSS
MIN. 3-1/2" SLAB 2500 PSI 1" x 2" EXTRUSION
CONC. 6 x 6 - lexl m0 W.W.M.
OR FIBER MESH • : 1 -1/8" MIN. IN CONCRETE
VAPOR BARRIER UNDER-.------------------ 1
CONCRETE •--
ALTERNATE HOLLOW-,UPRLGH TTO_BASE AND.
HOLLOW-UPRIGHT'TO BEAM-DETAIL~
SCALE: 3" = V-0"
ANCHOR 1" 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
CO_ NC. 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" x 2" OR 2" x 3" OR 2" S.M.B.
POST
MIN. (4) #10 x 1/2" S.M.S. Q
EACH POST
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E. FL # 16644 CITY OF SANFOR
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214358, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 767-4774
FAX: (356) 767.6556
PAGE
Q COPYRIGHT 2004
3A.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E.
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
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
Sections
Tributary Load Width 'W' - Purlin Spacing
3'-0" 1 3'-6" 1 4'-0" 1 4'.6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6"
Allowable Height 'H' I bending'b' or deflection'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-0" b 7'-0" 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'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9' b 6'-W b 3"
x 2" x 0.045" Hollow 11'-3" b 10'-5' b 9'-9" b 9'-3" b 8'-9" b 8'-0" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3"
x 2" x 0.070" Hollow 12'-9' d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-0" b 9'-2" b 8'-10' b 8'-6" b 2"
x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-W b 10'-5" b 9'-10" b 9'-5' b 8'-11' b 8'-8" b 8'-0" b 8'-1" b 2"
x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6' b 11'-0' b IV-8- b 10'-3' b 2"
x 4" x 0.046" S.M.B. 19'-1' b 17'-0" b 16'-6" b 15-7" b 14'-9" b 14'-1" b 13'-W b 12'-11" b 12'-0" b 12'-1" b 2"
x 5" x 0.050" S.M.B. 23'-7' b 21'-10" b 2(Y-5" b 19'-3" b 18'-3" b 17'-5" b 16'-W b 16'-0" b 15'-5" b 14'-11" b 2"
x 6" x 0.050" S.M.B. 26'-1" b 24'-2' b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 1T-9" b 1T-1" b I-6" b 2"
x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b T-T b 7'-4" b 7'-l" b 2"
x 3" x 0.045" Snap 14'-4" b 17-4' b I Z-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5' b 9'-1" b 2"
x 4" x 0.045" Snap 1 1 T-7" b 1 16'-3" b 15'-3" b 14'-0" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6' b 11'-1' b cFnr,%
cernnd:iiiinet,riiist at'12e•MPH=valeclty: usina design load of 13 SF Sections
Tributary
Load Width 'W' = Purlin Spacing 3'-
0" 1 7-6" 1 C4 -O=) 4'-6" 1 5'-0" 1 5'-6" I 6'-0" I 6'-6" I T-0" T-6" Allowable
Height 'H' I be ding 'b' or deflection 'd" 2"
x 2" x 0.044" Hollow W-8" b 8'-0' b 7'-6" b 7'-1" b 6'-8" b 6' -5' b 6'-1' b 1 5'-11' b 5'-8' b 5'-W b 2"
x 2" x 0.055" Hollow 9'-5' b 8'-9" b 8'-2" b 7'-9' b 7'-4" b 6'-11" b 6'-8' b 6'-5" b 6'-2' b 5'-11" b 3" x 2"
x 0.045" Hollow 10'-5' b 9'-7" bl 8'41" b F-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 12'-1" d 11'-5" bi 10'-8' b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8%1" b 7'-10" b 2",x.3_
x.0.045' Hollowi 12'-10: b 11'-11" b 1 t1.1'2--b. IV-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9' b 8'-5" b 8'-2" b 2" x 4"
x 0.050" Hollow 14'-11" b 13'-10" b 1 ZA V b 12'-2" b 11'-7" b I V-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4"
x 0.046" S.M.B. 1r-6' b 16'-3" b 15'-2" b 14'4" b 13'-7' bi 12'-11" b 12'-5' b I V-11' b 11'-W b 11'-1" b 2" x 5"
x 0.050" S.M.B. 211-8" b 20'-1" b 18'-9' b 17'-9" b 16'-10" b 16'-0' b 15'4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6"
x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9' b 19'-7" b 18'-7" b 17'-9" b 16'-11' b 16'-3' b 15'-8" b 15'-2" b 2" x 2"
x 0.044" Snap 10'-0' b 9'-7" b 8'-11" b 8'-5' b 7'-11' b 7'-7" b 7'4" b 7,4r b 6'-9' b 6'-W b 2" x 3"
x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9' b 10'-3" b 9'-9" b 9'4" b 1 8'1" b8'-8" b 8'4" b 2" x 4"
x 0.045" Snap 16'-2' b 14'-11" b 14'-W b 13'-2" b IZ-6" b 11'-11" b 11'-5" b 10'-11' b I 10'-7" b I 10'-3' b Notes: 1. Above
spans
do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for
total beam spans. , 2. Spans may
be interpolated. PIANS REVIEWED Lawrence
E. Bennett,
P.E. FL # 16644 CITy of SA tIFORD CIVIL ENGINEER - DEVELOPMENT
CONSULTANT P.O. BOX
214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (385)767-
4774 FAX: (386) 767.
65N PAGE COPYRIGHT 2M
3A"
24 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
PLAT OF BOUNDARY SURVEY
DESCRIPTION, (As P•urnished)
SCALE: 1 " = 30'
LOT 45, TWENTY WEST, occording to the plot thereof as recorded in Plat Book 16, Page
36 of the Public Records of Seminole County, Florida,
SET 1/2- IRON ROO
tk CAP LS 694E
FENCE CORNER IS
1.S S.. 0.W E.
134.4' mot"
T 1/2' IRON ROO itCAPLS694E
WALK 15 0.4' W.
4%
i
Z
In
FOUND 1' IRON PIPE
NO NUMBER
1
WALK IS 0.S W.
O 1
R=429.39
p=07-11'17- IL=53.87'(P&M)
16• "coNL'. 1,
DIVVEWAY .< '. •..
NOTE: A TITLE COMMITMENT, WHICH MAY OR MAY NOT REFLECT
ADDITIONAL DOCUMENTATION, HAS NOT BEEN FURNISHED TO
THIS FIRM, THEREFORE, NO ADDITIONAL DOCUMENTATION WHICH
MAY OR MAY NOT AFFECT THIS SURVEY HAS BEEN REFLECTED
ON THIS SURVEY. IF ADDITIONAL DOCUMENTATION IS FURNISHED,
THIS SURVEY MAY BE SUBJECT TO CHANGE.
LOT 46
FENCE tk WALL
IS 0.3' ON
39'59'09' 119.
OFFICE
I
II
II
I ROD
A/C
ONE STORY
RESIDENCE
4.0. #
2109
j Ir LOT 45
N
lit
22.E'
q WALLa II CONCRETE WALL N89'
59'O9"W 117.89'4P&M) FENCE
15 NON RADIAL 0.
1' OFF LOT
44 Based
on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD
INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole
County, Florida, Community Panel Number 1202940045 E. lost
doted 4/17/95, It appears from o scaling of sold mop that
the land described hereon Is shown to be in Zone 'X', AREA
OF MINIMAL FLOODING) Sold
mop is not a Survey and no responsibility is
taken for the information contained in or the accuracy of the above referenced
mop. 1,
This Plot represents o Boundary Survey of the description as furnished Horrison
Surveying and Mapping, Inc. per client's Inatruetion and makes no
claims regarding ownership or rights of possession. 2•
Bearings shown hereon ore based on the SOUTH line of Lot 45, Being
S E9'59'09' W, PER PLAT. 3.
This surveyor has not scorched the public records or abstracted the land shown hereon
for easements, right of ways, covenants and restrictions or other pertinent documents
which may be found In the public records of this county: This research
was not included In the scope of services of this firm. 4.
The relative distance accuracy for boundary dimensions shown hereon Is
in excess of 1 Fool In 10,0DO Feet. 5.
Underground Improvements and utilities have not been located. 6.
This ourvey performed by Harrison Surveying and Mapping. Inc. is for the singular use by
the clients named hereon for the expresa"stated purpoxe listed hereon. This drawing isnotlegallybindingwithoutmysignatureandoriginalraisedembossedseal. NothirdpartyIsauthorizedtousethisdrawingInanyway, and this surveyor shall not
be 11vid liable for damages resulting f-Orn tf:e :;,=Ahoriztul or illegal executions or
attempts of circumventing prescribed laws or professional fee payments. All
plats, reports, notes, plans, specifications, computer fCes, field notes or data, otherdocumentsandInstrumentspreparedbythisfirmasInstrumentsofservice
shall remain the property of this firm. This firm shall retain alloc mon Inol low, statutory and other reserved rights, Including the copyr q 9 of
this Inc— HARRISON
aSURVEYING ins
the property of aAND.
an
nMAPPING,
INC. PROFESSIONAL
SURVEYORS AND IAAPn-nSPERSCertificateofAuthorization #LS 694E U
32529 Okolooso Trail Sorrento,
Florida 32776 Phone: (
352) 735-1263 JOB
NO. 04-626D Sheet 1 of 1 SET
1/2 IRON tl:
CAP LS 59" WALL
15 0.5' S. k W. F
11M IlL ADJOINER NOT v
FURNISHED W
s
Ir
W N' "
M
FOUND 1/2- IRON ROD I
CO NO NUMBER P
WALL IS 0.4' W. w
C) S89'44'02"E 5
41 PdcM) FOUND4'x4' CMNO NUMBER /1 •3 lid
SET
1/2' IRON RODS tkCAPLS694EIP WALL
IS 0.4 N.. 0.2' W. r {
LnJ r
I
II
PLANS
REVIEWED CITY
OF SANFORD CERTIFIED
TO: MARTA
LOPEZ PINNACLE
DIRECT FUNDING CORP. OLD
REPUBLIC NATIONAL TITLE INSURANCE COMPANY LIBERTY
TITLE COMPANY REVISIONS
AND ADDITIONS p -
Delta (Intersection Angle) DENOTES CONCRETE R -
Radius L
Arc Length WF Wood Fence C.
B. Chord Bearing (M) = Measured Ch =
Chord Length cow Concrete Block Wall P,
a Point of Curvature Pi w Point of Intersection P,
T, Point of Tongency CNF Corner not found P.
O. Plot Book SLY Southerly Pg.(
s) Page(s) NLY Northerly Conc. =
Concrete ELY =Easterly C.
L.F. Chain Unk Fence WLY Westerly A/
C Air Condition B.
S.L.= Building Setback Line R/
W Right —Of —Way, A)
Actual CONC.- Concrete P) =
Plot %L 9
Centertine 0
REC 0
REC ro
OHUL DENOTES OVER HEAD UTIUTY LINES DRAWING:
04-626D.DWG SURVEY DATE: 03/11/04 INTENDED
DISPLAY SCALE: 1" 30' 1 DRAWN: RT EXPECTED
USE OF THIS LAND: RESIDENTIAL PURPOSES IT
IS CERTIFIED THAT THE SURVEY REPRESENTED HEREON MEETS OR EXCEEDS
THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER BIG17—
e MINISTRATIvE CODE, PURSUANT TO SECTION 4-/
X.0P.—TCCPQDA STATUTES. NOT
V D WITHOUT E GNA RE AND THE ORIGINAL RAISED OF
A FL A EN D SURVEYOR ND MAPPER DOUGLAS
VVJWS. Florida Registration 111 5984 FOR THE