HomeMy WebLinkAbout115 Centennial Dr (2)rb'o c:7
RECEIVE
DEC 19 2017
Q4 e;
i ; —"33
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: l -I" 5 b41
Documented Construction Value: $ 3&7-1F 1
Job Address: 66 «s/ r a,7a Historic District: Yes No Rr
Parcel ID: -.10' 36 - S FT --002) 1cw Residential R Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: /L 's4c,6 SGr r,,e- 1 Lol'n ov\
Plan Review Contact Person: /1/J G /Ialrl Ko lr
Phone: q()7 95, _ &L)oS- Fax: -—
Title: S,,,/et A116o
Email: Orfic f, Q cc)PI'l
G1UrqVNU"-
Property Owner Information
NameCJke(jgi U
Phone: 102_ szu _ 60if Street:
D ,-: Resident of property? : e-S City,
State Zip: ii "
0 '
I El. y ;4-• -<< contractor Information cName
Gf of C,i 2'
7 h r', Phone: Street:
02 LU -6- U Fax: City,
State Zip: b J;h v j F(- State License No.: SC 13 l 1 ()2-83 Architect/
Engineer Information Name:
Etc)' lj Phone: " 3'1, 0 Street:
Fax: I
City,
St, Zip: - C (o ff 3N80 E-mail: (Dr-Je,/5 'ti, cL4 jnP Bonding
Company: "— Address:
Mortgage
Lender: Address -
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 POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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
priof 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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code JRevised:
June 30, 2015 Permit Application J)
0
VA
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
44 I L C ;-
S ature of Contractor/Agent Date
Wf
Prin ntractor/Agent's Name
V,,,t Z)a,4 I Z- / q f%
SignatuLCgrans"
NW, SYate,ofZorida. _._ ..- ate: -
o"G.ANNETTE BLAND.
Notary Public - State of FloridaCommission # GG 060623MyComm. Expires Jan 16.
2018Contto Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING: 13F tL- Zo-- 1
Revised: June 30, 2015 Permit Application
THIS INSTR gENT PREP g4RED Y:
Name: (.Y! t I f-(U!' Cf e n S
Address: (o 3 S C h a r1PS /l
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: _03 2-62m r , 0 - 6 F-r-000 1-50V
I !if !11 iflil illfi Iilll flflf Iflfl 1111 Iffl
GRANT MALOYr SEMINOLE COUNTY
CLERK, OF CIRCUIT COURT & COMPTROLLER
BK, 8922 P9 1809 (1P9s)
CLERK'S 2017053498
RECORDED 05/30/2017 02:37:52 PM
RECORDING FEES $10.00
RECORDED BY ,ier_kenro
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.
1. DESCRIPTION OF and
2. GENES
j
DESCRIPTION OF IMPROVEMENT:
ijj I.0 f •SareP.r tzXL0 UW OM(2015di /oan ryof' on CkS1"i o Qnorett-
3. OWNER INFOAMATION OR LESSEE INFORMATION IF THE LESSEd CONTRACTED FOR THE IMPRO MENT:
Name and address: , I0 rr G 10f (-7 (1( r(A n Lt r :L 10 C e n 1f h h r GI / Ur. . J t;1 r7 f Dt2-,'/ V )c Zl 1.
Interest in property: it )N it e/f'
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Phone Number: { -7 - q q 5 -(OW-6
Address:(/23'i S. (teaIzGS CGha-A Beall (31u;-).. pQ.ixVrQ. FL 32773
5. SURETY (ti applicable, a copy of the payment bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons wtthin the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(i)(a)7., Florida Statutes.
Name: Phone Number:
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signs of or Lasses, or Owner's or Losses's
zed reonA irector/Partner/Manageo
4CEZ,A Gueowif,
Print Name and Provide Signatory's Tidaioffioe)
State Of "' ' `" County of
The f ng instrument was acknowledged before me this day of Jo—ri 1 7
by Q ) U-r- Who Is gemonall known to me -Clf
Name of person making statemerd .,. ,
who has produced Identification type of Identification produced:
w. CHRISTIE ROTH I
MY COMMISSION 0 FF992849
CERTI (d , 1 ^" =
Nysignature
EXPIRES May 16, 2020
r, C3
y
C`.Csi= =' 107) 3g8-0iS3 Florida .gdrn
Book8922/Page1809 CFN42017053498 Page 1 of 1
SEMINOLE COUNTY MOLT/ JURISDICTIONAL
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 11 /28/17
I hereby name and appoint: Nathan Meyers, David Judkins, and William Roth
an agent of: Central Florida Screens LLC
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 1 1 /2812018 License
Holder Name: Clint Johnson State
License fJumber. SCC131150283 Signature
of License H( STATE
OF FLORI c``
COUNTYOFSiThe
foregoing instrumentCLA sacknowledgedbefore me this day of --° 20
by 1)) ", who is ersonally known to me or who
has produced a
d who did (did not) take an oath. Signature
of Notary i
CHRISTIE
ROTH MYCOMMISSION #
FF992849 EXPIRES
May 16,2020 40FloridallotaryService.
wm
as identification
Print or
type Notary name (!y, Notary
Public -
State oj- 4 4 d IC lv' Commission No.
tf , My Commission
Expires: 'VL-0 m'. ill
CONTRACTOR: CENTRAL FLORIDA SCREENS LLC
DESIGN CRITEMA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
13HE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPEOF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:,
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
iii. AIR ENTRAINING +/- 1%-ASTM C 260
iv. WATER REDUCING AGENT - ASTM C 494
v. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
i. REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
OR EQUAL) TYP. ALL LOCATIONS
SCALE: NTS
JOB NO. 1702529
RECORD COPS'
REVIEWED FOR CODE COMPLIANCE
PLANE EXAMINER
DATE
SA.NEQRD BUILDING DIVISION
A PERMIT ISSUED SHALL Be CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
O
1x2
O 2X3
N
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CO N co
1 x2
SANFORD
OFPAR
1 7 - 3 7 0 9
HOST BLOCK WALL
3"-.024x1 LB
COMPOSITE PANELS
3105-H 14
o ;= 1/4"-1' SLOPE (MIN.)
0
N 01
I
12" O/H
I
J
19'-0"
X
M
N NM
6" .024 KICK PLATE
76" O.C.
DEC 19 2017 1
BY:
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 X 2: 2"x2"X0.044"
2 X 3: 2X3X0.050"
2 X 4: 2"X4"X0.050"
2 X 5: 2"X5"X0.050"
OPEN BACK SECTIONS
1 X 2: 1 "X2X0.044"
1 X 3: 1 X3"X0.045"
SNAP SECTIONS
2 X 2 SNAP: 2"X2"X0.045"
2 X 3 SNAP: 2"X3"X0.050"
2 X 4 SNAP: 2"X4"X0.045"
SELF MATING (SMB)
2 X 4 SMB: 2"X4"X0.044"X0.100"
2 X 5 SMB: 2"X5"X0.050"X0.100"
2 X 6 SMB: 2"X6"X0.050"X0.120"
2 X 7 SMB: 2"X7"X0.057"X0.120"
2 X 8 SMB: 2"X8"X0.072"X0.124"
2 X 9 SMB: 2"X9"X0.072"X0.124"
2 X 10 SMB: 2"X10"X0.092"X0.398"
CHANNELS
1.5"x2.125"x 1.5"x.045
2"x3.125"x2"x.045
DETAIL A
FOR ALUMINUM PANS
12 X 9/6" W/ 1/2" NEO-
WASHER (3) PER PAN
FOR COMPOSITE PANELS
12 X 4" SMS W/ 1 1/2"
NEO-WASHER 12" O/C
HOST
ROOF / PANEL MAY SLOPE EITHER DIRECTION
3/8" LAG BOLT W/ FERRULE
5/8") ALUM.TUBING)
TO PREVENT GUTTER COLLAPSE
48" O/C AND AT EACH END
ALTERNATELY:
050 X 3" GUTTER "STIFFNER" W/
2) #12 X 2" SMS INTO FASCIA
3) # 12 SMS INTO GUTTER
48" O/C
FOR ALUMINUM PANS
12 X 9/6" W/ 1/2" NEO-
WASHER (3) PER PAN
FOR COMPOSITE PANELS
12 X 4" SMS W/ 12" 1/2"
EO-WASHER 1O/C
3" .050 GUTTERSTIFFNER 48" O/C
12 X 2" SMS
18" O/C TIONAL BEAM PER PLAN
FOR ADDED ROOF SLOPE
12 X 9/16" SMS
3) #12 X 9/16" 18" O/C (INTERNAL)
SMS
ROOF / PANEL MAY SLOPE EITHER DIRECTION
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL W/ (4) #10 X .75"
INTO GIRT OR PURLIN AND (2) # 14 X .75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
4) #10 X 1.5" SMS CLIPS MAY BE USED
INTO SCREW BOSS ES
INTERNAL)
PURLIN GIRT UPRIGHT, BEAM -SNAP,
HEADER OR SELF MATING OR HOLLOW
SILL
GIRT OR PURLIN TO BEAM OR
POST DETAIL SCALE: NTS
DETAIL C
FOR PANS
i 1/4" X 2" TAPCON (OR EQUAL) W/ 5/8"
NEO-WASHER THROUGH "BOX END" OF PAN
3) PER PAN
FOR COMPOSITE PANELS
l #12 X3/4" SMS
12" O/C T/B
2"X2" PER PLAN`. !
ATTACH TO ROOF PANS °6} `•
W/# 12 X 2-1/2" SMS ' a. ` / ROOF PER PLAN CV
HOST 12" O/C a C3
diee rP
y
e W ^ 1
12x2"SMS :::.0 CUD d''`
I
Al-
RNATES FOR C
12" O/C (INTERNAL) - X2"AT HEADER:
TAIL C
C#10 X 3" SMSUGHMEMBERVEAdjoiningbearingCOLSCREWBS ___
TCH COL TO R IVE
FASTEN W/"
THRU-BOLT
050 - 3" RECEIVING CHANNEL
FASTEN TO MASONRY WALL
W/ 1/4" X 3" TAPCONS
18" O/C (INTERNAL)
FASTEN TO WD WALL W/ 1/4" X 2-1/2"
GALV LAG SCREW 18" O/C
II
SELF -MATING OR
1/8" X 2" X 2" X ANGL — SNAP SECTION TYP
5032 H-32 ANGL 1" X 2"BASE PLATE TYP
1.5" MIN. CONC.
2) -#12 SM ANCHOR EMBEDMENT
MIN 4" SLAB 2500 PSI , , .. (2) - #12 SMS INTO COLUMN
CONC. W/FIBERMES 1/4" MASONRY ANCHOR EACH
SIDE VIEW
ANGLE - E/S COL.
NOTE:
WHERE PAVERS ARE PRESENT US 3/8"
MASONRY ANCHORS TO PENETRATE
1/4" Masonry Anchor 2) -#12 SMS UNDER,YING FOOTING 1.5"
1/4" MASONRY ANCHOR
EACH ANGLE E/S
1"X 2" BASE PLATE ANCHORED TO
CONC. W/ 1/4" X 2 1/2"QUICKSET
FRONT VIEW 6" MAX. EIS OF POST AND 24" O/C MAX.
FOR ATTACHMENT TO WD-USE 1/4"x2-1/2"(MIN) GALV
LAG SCREWS IN LIEU OF MASONRY ANCHORS -INCREASE
LENGTH TO INSURE PENETRATION INTO UNDERLYING WD
FRAMING
2" X 4" OR LARGER SELF MATING UPRIGHT
TO DECK DETAILS SCALE: NTS
DETAIL B
1" X 2" FASTEN TO
ADJOINING WALL
12 X 1-1/2" SMS
18" O/C —
COL ATTACHMEt
DETAIL B SHEET
EXISTING CONCRETE TYPICAL SIDE WALL
SCREEN ROOM END WALL
FOR ALUMINUM PANS
12 X 2" SMS THROUGH
BOXED END": INTO WD FASCIA
3) PER PAN
FOR COMPOSITE PANELS
12 X3/4" SMS
12" O/C
O/C(internal) 12
040 x 3"
BEAM PER
U-header'
COL. PER PLANL—
WHERE MIDPOINT
COL. IS INDICATEC
CHAIR RAIL PER PI
FASTEN PER DEL
WHERE PAVERS ARE PRESENT INSURE
PENETRATION INTO UNDERLYING CONC. OF 1 1/2"
WHERE KICK PLATE IS INDICATED
FASTEN W/ #10 X 9/16" SMS
8" O/C AT PERIMETER
FOR ALUMINUM PANS
12 X 9/6" W/ 5/8" NEO-
WASHER (3) PER PAN
FOR COMPOSITE PANELS
12 X 4" SMS W/ 1 1/2 NEO-
WASHER 12" O/C
2) 1/4'. THRU-BOLT
COVER END PANEL
ALTERNATES FOR DECK ATTACHMENT
SMB -PER DETAIL B
1/8" X 3" RECEIVING CHANNEL
2) 1/4" X 2" QUICKSET INTO CONC.
2) #14 X 9/16" E/S COL.
1/8" X 2 X 2 X COL SIZE ANGLE
2) 1/4" X 2" QUICKSET INTO CONC.
2) #14 X 9/16" EIS COL.
FOR WOOD DECK ALL
FASTENERS TO DECK
1/4" X 2 1/2" GALV. LAG BOLT
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BOUNDARY SURVEY
PROPERTY DESCRIPTION: LOT 150, HIDDEN LAKE PHASE 11, UNIT IV, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 25, PAGE(S) 66-67, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
TES oQi1,
CE 5
rWNO 1
1/2' I.R.
I/
NO I'D.
j
l'l
SAN TERNANDO CT.
CENTENNIAL DR.
LEGEND:
LINE TABLE
LINE BEARING I LENGTH
Lt N29-13.24"W 100.00 JPJUM
L2 N60'46'36"E 75.00 P M
L3 529'13'24" E 100.00 P M
L4 N60'46'36-E 75.00 P M
Gad` el`
FOUND
1/2' I.R.
NO I.D.
FOUND 5/8'
I.R. & CAP
04223
5Qp
o "6db
FOUND
o Lo.
0. \
FOUND,
1/2' I'R.
NO I.D.
V.,.1LW
0fetL—
N
W E
AC AIR CONDITIONER, ASA-APPROXIMATE SEPTIC AREA, BB -BEARING BASIS (PLATTED OR ASSUMED), SLOG -BUILDING, C=CALCULATED, CB -CONCRETE BLOCK, COW
CONCRETE BLCCK WALL, CC -COVERED CONCRETE. CH -CHORD. CHBRG-CHORD BEARING. CLF-CHAIN LINK FENCE, CM -CONCRETE MONUMENT, CNA=CORNER NOT sk• 41
ACCESSIBLE. CONC=CONCRETE, COV=COVERED, CPP=CONCRETE POWER POLE. CS -CONCRETE SLAB/STOOP, D=DESCRIBED, D/B/A=DOING BUSINESS AS, DE=DRAINAGE
EASEMENT, DUE=DRAINAGE AND UTILITY EASEMENT, EOP=EDGE OF PAVEMENT, EOW=EDGE OF WATER, F=FIELD, FF ELEV=FINISHED FLOOD ELEVATION, FNC=FENCE. PE S
POOL EQUIPMENT, D=IDENTIFICATION, IR=IRON REBAR, IP=IRON PIPE, L=ARC LENGTH, LS=LAND SURVEYOR, LB=LAND SURVEYING BUSINESS, M=MEASURED, NR=NOT
1" = 30RADIAL, OR=OFFICIAL RECORDS. P=PLAT, PC=POINT OF CURVATURE, PCP=PERMANENT CONTROL POINT, PE=POOL EQUIPMENT, PI=POINT OF INTERSECTION, POB=POINT
OF BEGINNING, POC=POINT OF COMMENCEMENT, PM=PLAT AND MEASURED, PRM=PERMANENT REFERENCE MONUMENT, PT=POINT OF TANGENT, R=RADIUS, RAD=RADIAL - GRAPHIC SCALE
REF=REFERENCE LINE RES=RESIDENCE, R/W=RIGHT OF WAY, S/W=SIDEWALK, TOB=TOP OF BANK, TX=ELECTRIC TRANSFORMER BOX. UR=UTILITY ROOM, UE=UTILITY
EASEMENT, WDF=Yt00D FENCE. WF=WOOD FRAME, WPP=WOOD POWER POLE 0 15 30
BRICK
Q = UTILITY POLE = LIGHT POLE FIRE HYDRANT NOTES:
0 - SET 1/2' I.R. & CAP PSM 0 7020 C- - GUYWIRE 13 = UTILITY RISER 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS
M
CONCaE1E =
WATER METER =
CENTERLINE PROVIDED BY THE CLIENT.
WELL 0' 8SL 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND
BUILDING SETBACK LINE SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR
MoL pD ZQ E IN121IZg QD--x—x—x—x—x- = VF = VINYL FENCE RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLEMAPr:U1.+DEa; j2717C-4070 F
OA.TE:. QA/2,0/_QZ o—o—o—o—o- = WDF = WOOD FENCE OR USE OF THE LAND.
Z4 :E. Y.,-O—O—O—O—O- CLF = CHAIN LINK FENCE 3:..DO .NOT RECONSTRUCT PROPERTY -:LINES -FROM INTERIOR
FOR CFOMAATIONAL PURP05ES ONLY AND Is NOT CERTIFIED.) = OVERHEAD U11LITY LINES .IMPROVEMENTS. (BUILDINGS, FENCES ECT... )
CERTIFIED TO SITE ADDRESS: 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED
EXCEPT AS SHOWN.
Sheelo Gurunur 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE
Old Republic Notional Title Insurance Company 115 Centennial Drive BEEN LOCATED EXCEPT AS SHOWN.
Waterstone Mortgage Carp SanfordFL 32773 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES Southeast
Professional Title, LLC HAVE BEEN LOCATED EXCEPT AS SHOWN. 7.
THIS SURVEY SHALL NOT BE USED FOR DESIGN OR Bradley
Cox &Associates jbB # BCA17862 CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION DRAWN
BY: AJ FROM
THE SIGNING SURVEYOR. 8:
THIS SURVEY IS NOT V.AUD WITHOUT THE SIGNATURE CHECKED
BY• B" AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED lSURVEYORANDMAPPER. BFIELDBY: AJ LandSurveyingI HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED FIELD
DATE:) 04/12/14 PROPERTY WAS PREPARED UND IRECT SUPERVISION AND 1
MEETS THE MINIMUM TECHNI ARDS SET FORTH BY THE C
405
W. 25th Street REVISIONS: FLORIDA BOARD OF PROF 51 VEYORS AND MAPPERS IN Sanford,
Florida 32771 CHAPTER. 472CHAPTER , FLOpA
TIVE CODE, PURSUANT TO Phone (
407) 323-9202 _ 04/14/14 Fax (
407) 324-9661 BRA PSM #5567 (DATE) WWW.
BRADLEYCOXSURVEYING.COM CERTI CATE OF AUTHORIZATION # LB7020
REQUIRED INSPECTION SEQUENCE
RIP4. in a -7 _ a
I mi [ DING P1mmr. .
Min max Jln ec tion Description.
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing —Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
c76C Final Screen.Room
Final, Pool Screen Enclosure
Mobile Home Building Final.
Pre -Demo
Final Demo
Final" Single Family Residence
Final. Building. Other
jja mm••pp/v j]p,n _ __. ..___._
v
MIln Max IMSIDeCtiOn llDe er7IIlDTtllOn
Electric. Underground
IF-- ! Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min May I npa necTtn®n IDe ernj nitIl®n
Plumbing U®n derground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
M¢taitI tEad
Min Max IInsection Description Mechanical
Rough Mechanical
Final, min
Max 1msecttionn IlDescrn ttnonn Gas Underground
Gas Rough
Gas Final
REVISED: June
2014