HomeMy WebLinkAbout1900 Washington Ave (2)CITY OF SANFORD PERMIT APPLICATION
Application # : D ` _� / (7 p Submittal Date: (�% �'� ��w 7
Job=Address: ' y W� Kt�v�_f�'f r7H AVS' �J 9 y,Le-/F' Walue.of Work: $ iy REGEI EB
Parcel ID: E8JrJbS,E cAr r'fZoning: Historic District:
r_P d
1 11 JL
Descriptiomof Work: D+ C' �e� �o� �li''4 (�'�R Square Footage: I
........................................................................................................................
Permit Type: Building Bt' Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑
Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑
Plumbing Repair- Residential ❑ Commercial ❑
Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
i....................5...................................................................................................
Property Owner: 1/n:J-6q rf 4 , �?� ��— Contractor:
! Address: Address:
a'C 3 7 71
'.s °'Phone: 1mai1:3.2714 '4o, Phone: State License Number:
c
Bonding Company: (c l t 40-7- 7Z7-- 49(34 C> " Mortgage Lender:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Address:
Phone:
Fax:
Phone: Fax: E-mail:
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. r
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 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.
617 Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent' • • . // Print Contractor/Agent's Name
C'00missi() , C1
Fy �,_ . (6
S� °lure of otaz`y-*aNe of orida r'o - -A:Z: Date Signature of Notary -State of Florida
C #pp5
.r
Date
Owner/Agent iIs i`�r Contractor/Agent is Personally Known to Me or
Produced ID %/ \ Produced ID
— —
APPROVALS: ZONING: PN 5 • 1 •07 UTIL:
Special Conditions:
FD:
Rev 02/2007 6 le ib p�vttt'os{ �•r V r 4-
ENG: ' BLDG:
City of Sanford
Owner/Builder Affidavit
Construction Contracting
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 $75,000. 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, , do hereby 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.
Owner/Builder Signature Date.
�T
r 0\i11VI15�ii(I
Owner is Perso�rig xIY.X . _Iias Produced ID
Q.5 IgLG7
Signature of Notary—S% Date
My Commission Expires!. X, j Ili
IL
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
SA.,
i, + "' \ -V-r-
--e I tA- Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
7 2 Sr' L ..y`J verify structural adequacy
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The garage shall be separated from the
residence and its attic area by not less
than '/i" gypsum board on the garage
side. FRC R309.2
ems`'
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Door(s) between the residence and the �� 6►
garage shall be solid wood, solid or
honeycomb core steel not less than 1
- --- 3/8ths inches thick, or 20 -minute fire-
3 vo a l'S
- - - - - i
rated. 2004 FRC R309.1
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PERMIT #
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PLANS REVIEWED
CITY OF SANFORD
4411
Clopay Building Prod cts Company
has a :ull scab ,state-�ate-o .f-the-ae t wind
load chamber at its Te_hnical =enter - \
that has been iesignec I to perf irm testing according
to national sta ndards. Clopay't wind h ad chamber is capable of testing garage doors in
many sizes, fr )m the 1 )west pe essures o over 100 PSF! Several hundred certified wind
load t:sts have been ptxforme(. at Clol ay's wind load chamber over the past decade.
All C.opay Bt ilding I roducts Company certified wind load tests are witnessed by an
indep ;ndent, icensed Professi )nal En,;ineer to ensure that the wind load testing is
perfoi med to :he test! tandard s. In addition, Clopay MftNDCo17E doors are designed by
a staf. ' headed by a licensed Pr )fession el Engineer employed at our Technical Center.
Clopay's engineering seam has dozens of years of cumulative wind load design experience.
As required, suppleme ntal cer ified wi id load testing is performed at outside laboratories,
inclucingwin lborne debris te;tingpe: the FleridaBuilding Cade.
Wind Load: The force transfe red to t ie surface area of the door by wind. Usually
measured in P iF (pou ids per: quare f: ot). Wind speed is measured in :i -second gusts.
ASCI,7: Desi, m stand and deve loped b i the American Society of Civil Engine6rs titled
"Mine hum De sign Lo ids for I •uilding. and Other Structures". Section 6 of thia standard
deals with wir d loads. ASCE, is the 1 asis for wind load calculations used in most
buildi ig code;.
Interr ational Building Code: Model 1 wilding code developed by the International
Code Council. Most (f the U. i. has adopted this building code (sometimes with slight,
localli adopte i variati )ns).
Design Load: The de: ign pre6 sure rati ng of a door. Design pressure has positive and
negative value,.
Mean Roof H eight: T he dista ace abo-c ground level of the in: dpoint of the roof
FBC: The Flc rida Bu lding C ade whish is valid for the entire state of Florida
(adop ed Man:h 2002'.
Test I oad: Cl Spay do )rs are t sted to x safety factor o:.' 150, of the design pressure.
Dealt r Imprir t
Clopay Building Products Company, Inc.
A complete line of'attracti2ee, elegant, yet sturdy garage doors
built to withstand the rigors of bi, h winds — and meet the
toughest building codes.
8585 Duk+: Blvd.
Good Housekeeping
Mason, OH 455-3101
A Griffon Company
R 1 isit our veb site it www.e lopaydoancom
RSD13-WCBR-99_REVP5
A complete line of'attracti2ee, elegant, yet sturdy garage doors
built to withstand the rigors of bi, h winds — and meet the
toughest building codes.
w'
11
I
C lopay's 1 VINDCc DEa' gal age doo •s are designed t) help withstand high wends resulting frc m
tropical storms and other strong %4ind-related weather ever ts. This user-fri:ndly sy tem ass sts
you in set :cling tl a right garage d nor for )our area and building st: ucture : nd help 1 providt:
p ;ace of r rind for your ho: ne, fam ly and c intents.
,
Clopay's I VINDC(DE procuct offer ing has the wid„st rang[ of
p tnel styl :s, color; and window designs av ailable t )day, Ac cent
your hom ,'s desig i while )rovidin; the protection you nee I r '
al;ainst st •ong wh As, Chc ose fron t Tradit' onal, Elegant of Flush
p tneI designs and Design, r or Det:otative window; for tha extra , : V7
curb appeal.
A 11 Clopay WIND ::onE doors havt: been d;signed Ind test, it to me.t many different code
rt quirem< nts. Ad litional nterior iorizonl al steel: einforce ment al Ing wits increas sd hardy rare
w 1d sprin,ring component: are insi alled so your do sr is really when a storm hits, Nc posts o
p ns are rt-quired o secure your door if yot. are not there, J Ist lock lour dot r.
Y )ur Clol lay WIN DCODE ,;arage d 3or Choi -e will cepend on the fo:'Iowing actors:
1 Local building; code,
Conta --t your ]:)cal bui ding co ie affici d for spitcific wi 1d code requirer lents fol your at �a.
2 Wind speed it miles per hour ,MPH).
Obtai:i from y)ur buil ling core official.
3. Struci ure exprlsure, B or C.
Exposure B is defined as unbar and sur urban areas, wo t,ded areas or other terrain with
numerous clos:ly spar(d obstructions. xposur! B is assumed s nless th r builditg site meets
the definition )f another exposure.
Exposure C is defined as open terrain with scat tered of structio as including flat open
ground, grassl Inds ane shoreli ies in hurricane prone rt Bions. P.11 of Mi ami -Da le and
Browa rd Cout ties in I'lorida a _-e Expo ure C.
4. Mean roof height.
Up o 15' hi;h, one-story stl ucture.
16' o 25' high, two-story st1 ucture.
5 Use t1' a above information and the Clo pay WI? DCODE and Model Sele ,tion Cl arts on the
fc llowing page to identify the riga. t door ft tr your home.
The garal,e doors are identified by "W" de signatio is. The nigher t ie "W" .lesignat.on, the
h gher thr pressure rating of the d )or,
Not all eolors, sixes, and window options are available on all WindCode models. Consult your Clopay
dealer fir specOcs.
Tl ie chart! below i re inten ded as a referenc a only. Please re ser to th - speeifi t wind 1, ad guides
and engineering di awings :o matcl your al plicatio 1 with a specific door ani confine the
pr,ssure ruing with the building code authority.
Iu ternatic mal Building C ode or' �lorida Buildin; Code (ASCE 7) - (E) posure B)
11 lean Roof Leight 90 MPH 100 M ?H 11) MPH 120 MP}ZI [PH 110 MPH150 MPi'Une-aro y Wl SV2!I ✓3 003 W45 006 007
yW1 00211✓3 W3 W45 W6 W7
In ternatic [nal Buy lding C ode or'. 4 lorida Buildin; Code (ASCE 7) - (E) posure C)
A lean Roof Leight )0 MPH : 100 MPF 110 MI'H IM 12PH 01 MPH 40 MPH' 146 MFHE1OWM 'li'One-sto}' W2/W3 VVVW4 W4 H"5W6 W7 W72i'Two-sto y W3/W4 W4 WS V1"6 W7 W7 W8/W9'9
` B award Cow ty, Florida is 140 WH : nd Miami-1-ade County Florida is 1. 6 MPH, exi osure C onb
'AINDCO:)E Design Pressure Reference Chart
C
I
T
lopay"W Category
I VI
1 ✓2
S13
V'4
115
C Opay INDCO DE prof ucts int Jude
ai
Com nercial
Dur steel
sr lndard j nodel f ;atures 'see ind vidual
+1! PSF
+19 PSF
ptuduct s,-11 sheets) plus:
e
+37 'SF
• Horizo rtal stee reinfon ement s :ruts for
nt Pressut : Minimm is
1' PSF
increas, d support to wit istand i icreased
+29 PSF
i; einforced
C Channels
wind pressures „nd building cod:
•
`ll
Rei``tforccd
require vents.
S ruts
• Upgrad ed sprin Vis, track, rollers Ind other
hardware comp ments t( ensure naximu n, long-
lasting )erform ince.
Tl ie chart! below i re inten ded as a referenc a only. Please re ser to th - speeifi t wind 1, ad guides
and engineering di awings :o matcl your al plicatio 1 with a specific door ani confine the
pr,ssure ruing with the building code authority.
Iu ternatic mal Building C ode or' �lorida Buildin; Code (ASCE 7) - (E) posure B)
11 lean Roof Leight 90 MPH 100 M ?H 11) MPH 120 MP}ZI [PH 110 MPH150 MPi'Une-aro y Wl SV2!I ✓3 003 W45 006 007
yW1 00211✓3 W3 W45 W6 W7
In ternatic [nal Buy lding C ode or'. 4 lorida Buildin; Code (ASCE 7) - (E) posure C)
A lean Roof Leight )0 MPH : 100 MPF 110 MI'H IM 12PH 01 MPH 40 MPH' 146 MFHE1OWM 'li'One-sto}' W2/W3 VVVW4 W4 H"5W6 W7 W72i'Two-sto y W3/W4 W4 WS V1"6 W7 W7 W8/W9'9
` B award Cow ty, Florida is 140 WH : nd Miami-1-ade County Florida is 1. 6 MPH, exi osure C onb
'AINDCO:)E Design Pressure Reference Chart
C
I
T
lopay"W Category
I VI
1 ✓2
S13
V'4
115
%A6
ai
esign Pres lure Minir,ums
+1: PSF
+1! PSF
+19 PSF
+23 PSF
+28 PSF
+37 'SF
+40:
nt Pressut : Minimm is
1' PSF
+23 PSF
+29 PSF
+34 PSF
+42 PSF
+55 'SF
+60.
NA"INDCO 3E Moc el Selection Guide
r WI W+
SF +461SF +541SF
SF +691'SF +811SF
WINDCOC 8"W" Rat ng
Mock s Availahl in"W" R [ting'
V.I
73, 76, 94, 1'. 100, I )Ot1, 4050. 4051, 40+3.
4300, 4301, 4310, 44,10, 44u 1, Coachman, S nui-Custt m Reserve
rV2
7 1.94, 1 i00
V3
73,94,10(0,1001,1400,4050, ,051,4053
N4
73, 76, 94, 1500, 4300, 4301, 4310, 4400, 4401, Coachman
N5
14,1000,1001, 1500,4030,40! 1, Coachman, Stmtio:unom Rt serve
V6
3, '14, 4050, 051, 4053, 4300, 4301, 4310, 4400, 4401, Coachman Premium, Ct stotn Rese ve
V
73,94
JV8
73,94,94n',4300,4301,4310,4400,4401
rV9
94
*Al models arc tot available n ail sizes.
D, signatts Dat.e County sf cial steel m uitemont.
It. 0 desigr nes Extends J Height WY - 12' Hig ,) doors mai able
MODELS OPTIONAL DSB OR 1,18' ACYRLIC L1TES AVAILABLE. OPTIONAL ury DATE I DCSCRIPTI�
_ STANLWRD INSULATED ACRYLIC GLAZING IS PLASKOUTE OPT1X OR LUCITE CP 03 12/1999 ADDED JAMB ATTACHMENT INFORMATION
24 Gq 641 94 - APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC q DENSITY POLYSTYRENE rG,u i WLuTIO+04 1/2000 DESIGN LOADS WERE +/-24.2: ADD 50 KSI STRUT SPEC
25 GA 73, 75 190 1500 2NC
606 (SEE SECTION B-9) I-5/1 a' TK WITH w , I-E]L 3' TALL U -BAR
WC90 (tvSIAATID M00aS DNLr) 2• THSK 20 GA. GALV. STEEL 05 3/15/2000 ADDED LHR TRACK OPTION NOTE: DEL M/N 82/90
(1) INTERMEDIATE STILE 20 GA MIN. END STILES ATTACHED TO DOOR r _ 06 9/2003 CLARIFY GLAZING OPTIONS
ATTACHED W'/TOG-L-LOC (TOP k BOT) SKIN WITH PATENTED TOG -L -LOC SYSTEM 25 GA. N.1N. STEEL 3 02 00/03/04 ADDED INSULATED MIN 190, 1500
WD URETHANE AD HESP.E (ALONG CEUTEF() __ ® i r
A TOP, BOTTOM k CENTER)- SKIN CWTED WITH GALV.' 08 05/19/05 UPDATED CODE REF.
r � &vcED-ON PRIMER. t-7/8" � i�
AND A BAKED -ON POLYESTER HORIZONTAL TRACK SUPPORT BY
TOP COAT APPLIED TO BOTH T DOUR INSTALLER (TO SUIT),I�
SIDES OF STEEL SKIN. �y(Il
16 CA. Ckv. STEEL TOP
THE OPT1C\At GLAZING SHOhN ON TOS E`;J.Win uEE1S SNE
ROLLER IL7AC.k ET. EACH
- ---------- --- WIND LOAD REOUIREHCNiS 6T THE ROPoOA 871L71NG 007E 8PACKEI A1TAlMID w/(3)
02 INTERNA7K)NAL 9LnlDIM: CODE B11T DN S HL1T Llil THE _
of I.1Z RTSISTMT REGUNEMENT FOR wiNDDORKC D[DR6 SCREWS. M�TK I rl)C0. GALV. STEEL FLAG BRACKET`
m FECKINS (RCF. CKk rER16 rTC/IOC)
n ! /SKIP R ,X CYTS. H FASTENED TO 15'000 JAMB WnH
r -_ - ------�_----- - --- - - LOCK POSITION J 5/76':1-5/8' WDOD LAG SCREWS.
(BOTH SIDES) 1
I 1W0 POINT LOCK;NC E[ 14 CA G - — s
x END-SIIDE ROL7 i �rw 11iNCi r�H u I -ONFf:N ATION
STIR COCK ENGAGES !F�ENSTILES w%(4) 114.5/8" i
O 10 ENa
INTO VERTICAL LET
p SHEET M 0. �LREWS
p _ 7RALK. ONE R (4) 1/4',3/P SELF p DOOR
LC(:K ON LOPING SCREY,,S 0 HEIGHT "C
EACH SIDE p 6-6 70
I OF DOOR. u 2 GALV. STEEL TRACK, _0 76
1_ 5' TALL .. Gl -El STEEL 50 K r
r MIN. TRACK THICKNESS. .060" 7 -d 82
ewea INSIDE SLIDE BOLT / SE IOM o,1E _w PER x 8-0 88
LOCK OPTION SECRON. EACL! U -OAA A7T.ACHEO
LOEATON Or--- r WITH 7v0 1/4'.3 F`
OPTICHAL Yh`T> '—'� A I /4' SELF TAPPING S
SCR•_ll'$ PFF STaE LOCA77UN.
OPTIONAL OUTSIDE KEYED LOCK POSITION / v I 7YP. 2-1/2".12 GA. GALV. STEEL TRACK BRACKET
MAX. DOOR WIDTH 9'0' ! I (4) TRACK 9.RACKETS PER SIDE. ( ACTORY ATTACHED)
DOORS UP i0 T -U" HIGH CONSIST OF (4) SECTIONS (SHOWN)
DOORS O` �R 7'-D" HIGH CONSIST OF (5) SECTIONS (NOT SH,Y,`N a !
#14x5/9' SHEET METAL SCREWS o NO?E: DOUBLE TRACK r
LOW HEADROOM IS
VRTICAL.,, lAM9 AITACHNENT (��Q.q I AVAILABLE AS AN OPTION
g51 MIN' CONCRETE COLUMN
( 3/6x4 SLEEVE ANCHOR BOLTS ON 24" CENTERS (BOTH 13 cA cAty. slEf1 eotTrK 9'NCKtT. . _ .. .
SHE
EHEU wITN TR 114.5/8
C-90 BLOCK OR 2,OD0 PSI MIN. CENTRES[) OR SHEET uE7a scR FRONT FRAME WITH U.V-
O p 1/4-a4: TAPCOt: SCREWS ON 24- CENTERS (2,p00�M�NUy x� COATING ON UlfT51DE SURFACE
�1/4'x3/a" SELF S) L N CONCRETE). WASHERS INCLUDED WITH a VIVA WEXTPUS7mR.
TAPPING SCREWS. SLEEVE ANCHORS, 1' D.D. WASHERS REQUIRED
WITH IAPCONS ANCHORS MAY BE COUNTERSUNK .S,EC7lON A -A f � �
14 GA,_fW HINGES 16 CA, INTERM DIA( HINGE c " n n
{BUT NOT R-0 . ID) TO PROVIDE A FLUSH
yl 'B' VIEW C" MOUNTING SURFACE. HORIZONIAL JAIAVS DO NOT THIS DOOR MEETS OR EXCEEDS THE DESIGN GLAZING OPTIONAL 10 SCRRY
LOADS FOR THE WIND SPEEDS LIMED BELOW
TRANSFER LOAD. ACCORDING TO THE FLORIDA BLDG. [DDE JOLD
ED INSIDEINi/4 "CAI
OR IGC (Ascrn FOR THE FD'10WIN
2.5 YELLOW' PINE JAMB
12 G.A. CI..V. STEEL TRACK
BRACKETS FASTENED TO WOOD JA4D
WI(H ONE 5/16"x1-5/6" LAG SCREW
PER TRACK BRACKET.
2' GALV. STEEL TRACK FASTENED 70
12 G0. CAM STEEL TRACK BRACKETS,
TRACK ATTACHED TO Er'CH BRACKET
WITH TWO 1/4"x5'18" BOLTS & NUTS
OR TWO 1/4' DIA RAS.
yLHU,C•�L�IhA' f�AL ACHME�'f (W'OOD FRAaE 6UILFiINC$j,
1/2"x3' LAG S;.,xtwS ON 24 DENIERS 1' O.D.
wA.9HER REOUI,RF,•,l. IAC SCREWS MAY RF. COUNTERSUNK
(BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNRNC
SURFACE HORIZONTAL JAVRS DO NCT TRANSFER LOAD.
STOP MOULDWG BY DOOR INSTALLER TO SUIT C LITE RET.NNEP. SECT'ON a-
20
) HAS 2'fCNS_ 1) ENCLOSED N --'S EN 2) DOOR f6K3/40 PAN HEAD SCREW
20 GA. MIN. CAIv STEEL END STILE HAS 'L' OF WIDTH IN 9UILDINCS END 20,14E, (10 SCREWS PER UTE)
3) IMPORTANCE FACTOR OF 1.0, 4) ARY
ROOF SLOPE AND 51 50L SAFETY FACTOR.
20 GA. CALV. STEEL INTER. STILE WIND SPEED (MPH) s 100 710 170 720 ENO
_ STILE
j EXVOSURE LEVEL B ar C B C B
MEAN ROOF HEIGHT 'A' , 20' 1 20-1 SNAP LATCH ENGAGES INTER. 1
--f ONTO VEPTIGAL TRACK. STILE
!' ONE SNAP LATCH ON
1B GA, GALV. STEEL CENTER H:K'GE I I
FASTENED TO INTER. STILES W a EACH SIDE OF DOOR. ENGAGESLOCK IN/O !hTER. STILE
j'14x5fd' SHEET METAL SCREWS TRACK ON
T OUTSIDE -� EACH SIDE
1-14 CA, CALV. STEEL ROLLER HINGESOiITSICE KEYED HANDLE �• OF DOOR,
FASTENED TO END STILES EACH W/(4) T- L.HR TDP B ACx7_ �IANDLE ( '
�14x S/b� SHE -1 VETA, SCREWS AND LE _OCUBHCRI.ONTAL j END 1
(41 1/4 x3,14' SELF TAPPING SCREWS PER END HINGE, T TRACK STILE
OUTSIDE KEYED L K
2' DIA. SHORT STEM, 10 BALL STEEL ROLLER. _ fI,—:NSf— wNO E LOCK RA IOCKIN:
Kf�lT4�
yOiE 7: 7NE DESIGN OF THE $UPP^.QTI.NG STRUCTURAL ELEMEN'S
SHALL BE TVE RESPONSIBILITY OF THE PROFESSIONAL CF
RECDRD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
71IH CURRENT( BUILDING CODES FCR THE LOADS LISTED ON
THIS 0w4NW") Ic% ii 1h) iR 1o1io)in;, ,^�,Ij fICi"l` A" h'),.oI io),�11Vi.
� L -. - _
DESIGN ENGINEER. MARK WESTERFIELD, P.E. I
09yFtLc OUTSiQE E(:E14Gx FLORIDA P.E. (ft48495, NC P.E.. #23832, TEXAS P.E. #91513
PTIJN SOC
..LAP LATCH LK QP,110 x va•.. au DESIGN LOADS: +250 P.S F. k -32 0 P S.F.
, I
gnu
Su'.1ding Products
!Company
TEST LOADS: +375 P.S.F. & -42.0 P.S.F. I
SCALE, vI.PLwr -�Ilw' I,M1x. PDw mr, 1
CLQPAY BUILDING PRODUCTS Cn_IrPA�NY NOTED J W41 9"W x B'H
8585 DUKE BLVD. or.To 9/23/96 TsscRlPt a
AIA:N
-0, OH 450140 I
(513) 770-4840 °" • n., MW" 73/75/84A/94, 9'W +251-32- --f
--
! i J
,jTj (j i 59 i IJ Fs
FOUND
1/2 I.R.let
0.8'
�
7;95'00'41 " M.
LOT 11
BLOCK 3
�.I
LOT 25
o W I BLOCK 3
00
X
LOT 12LOT 26
BLOCK 3 ". 4� BLOCK 3
�.
0.0':�s ';i 850050 M.
125.19' M. 9459'35" M.
125.00 P.
N w 85'00'26 M.
vrn v
N N
1 STORY
A/C 0 SINGLE
FAMILY
RESIDENCE
#19o0 0
oi' a0
'_16:7'.
""ECOV�o
3:0'
20.5'
FOUND 125.00' P.
LOT 13 3 M DIAMETER 125.22' M.
BLOCK 3 LOT 27
BLOCK 3
LEGEND. '
- WOOD FENCE CENTRAL ANGLE/DELTA
-x-x- WIRE FENCE D.B. DEED BOOK
F. N. NAIL D. DESCRIPTION OR DEED
• IRON MONUMENT D.H. DRILL HOLE
R RECORD D/W DRIVEWAY
M FIELD MEASURED ESMT EASEMENT
C CALCULATED E.L. ELEVATION
CL CLEAR F. F. FINISHED FLOOR
ENCR ENCROACHMENT F.C.M. FOUND CONCRETE MONUMENT
(t' CENTERLINE F.P.K. FOUND PARKER-KALON N41L
D CCNCRETE L LENGTH
R PROPERTY LINE L.A.E. LIMITED A..CESS EASEMENT
C. M. CONCRETE MONUMENT M. H. MANHOLE
F.I.R. FOUND IRON ROD N.T.S. NOT TO SCALE
F.I.P. FOUND IRON PIPE O.R. OFFICIAL RECORDS
R/W RIGHT OF WAY 0. R. B. OFFICIAL RECORDS BOOK
N&D NAIL & DISC P.C.P. PERMANENT CONTROL POINT
D. E. DRAINAGE EASEMENT P.R.M. PERMANENT REFERENCE MONUMENT
U. E. UTILITY EASEMENT PG. PAGE
FD. FOUND PVMT. PAVEMENT
P PLAT P.B. PLAT BOOK"
ienzvs ASPHALT P.O.B. POINT OF 3EGINNING
O.H.L. OVERHEAD UTILITIES P.O.C. POINT OF :OMMENCEMENT
P. P. POWER POLE P.O.L. POINT ON LINE
TX TRANSFORMER P.C. POINT OF CURVATURE
CATV CABLE RISER P.R.C. POINT OF REVERSE CURVE
W.M. WATER METER P. T. POINT OF TANGENCY
TEL. TELEPHONE FACILITIES R. RADIUS (Iq7DIAL)
® COVERED AREA R.O.E. ROOF OVERHANG EASEMENT
B. R. BEARING REFERENCE S.I.R. SET IRON ROD & CAP
CH CHORD S/W SIDEWALK
RAD RADIAL T.B.M. TEA(PORAR,' BENCH MARK
N. R. NON RADIAL T.O.B. TOP OF BINK
A/C AIR CONDITIONER TYR TYPICAL
B.M. BENCH MARK W.C. WITNESS CORNER
C.B. CATCH BASIN 10.50 EXISTING ELEVATION
C. CALCULATED CCR CERTIFIED CORNER RECORD
GENERAL NOTES:
l) LEGAL DESCRIPTION PROVIDED BY OTHERS.
2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS
OR OTHER RECORDED ENCUMBRANCES NOT S40WN ON THE PLAT
3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER
IMPROVEMENTS WERE NOT LOCATED.
4) WALL TIES ARE TO THE FACE OF THE WALL AND
ARE NOT TO BE USED TO RECONSTRUCT BOUNDARY LINES.
5) ONLY VISIBLE ENCROACHMENTS LOCATED.
6) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS OTHERWISE SHOWN.
7) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN.
8) FENCE OWNERSHIP NOT DETERMINED.
9) ELEVA77ONS IF SHOWN ARE BASED UPON N.G.V.D. UNLESS OTHERWISE NOTED.
10) BEARINGS REFERENCED TO LINE NOTED B.R.
11) THIS SURVEY DEPICTED HERE FORMS A CLOSED GEOMETRIC FIGURE.
12) NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS
HAVE BEEN LOCATED OTHER THAN SHOWN.
13) ALL TURNED ANGLES ON CURVES ARE SHOWN TO THE CHORD DISTANCE
14) THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF THE
PARTIES LISTED HEREON. LIABILITY TO THIRD PARTIES MAY NOT BE
TRANSFERRED OR ASSIGNED.
15) NOTICE THIS DRAWING MAY NOT BE TO SCALr DUE TO ELECTRONIC TRANSFER
16) THIS SURVEY DOES NOT REFLECT OR DETERAIi.VE OWNERSHIP.
17) I-ENCf CORNERS AND BUILDING CORNERS ARE WITNESS MONUMENTS
10 OBSTRUCTED CORNERS. DIMENSIONS ARE .AS SHOWN.
18) SUBJECT TO ANY DEDICATION, LIMITATIONS, R:STRICTIONS, RESERVATIONS, AND/
OR EASEMENTS OF RECORD. NO EXAMINATION OF TITLE MADE BY SURVEYOR.
19) THIS SURVEY 15 VALID IN ACCORDANCE WITH F.S. 627.7842, FOR A PERIOD OF
90 DAYS FROM THE DATE OF CERTIFICATION.
THIS SURVEY IS NOT AN ALTA/ACSM LAND TITLE SURVEY.
20) NO UTILITIES WERE LOCATED IN FIELD UNLESS OTHERWISE SHOWN ON DRAWING
30.23'
FOUND W
1/2" I.R.
11
Oil
t b
94'58'03" M.
SET
1/2" I.R. 4" 11.0'
#3762
30.0'
9j
SURVEY NOTES:
Community Number. 12117 Panel. 0045
Suffix: E F./.R.M. Date: 04/17/1995 Flood Zone: X
Date of Survey. • 04/09/2007
Certified to:
Max Be/kin PLANS���IB��QC��
Svetlana Be/kin ��aa
raD
Property Address: b � � � SNF® u
1900 Washington Avenue
Sanford, Florida 32771
Survey Number 07-252
NOTE:
IN COMPLIANCE WITH FLORIDA STATUES 61G17-6.0031 (5) (E),
IF LOCATION OF EASEMENTS OR RIGHT—OF—WAY OF RECORD, OTHER
THAN THOSE ON RECORD PLAT IS REQUIRED, THIS INFORMATION
MUST BE FURNISHED TO THE SURVEYOR AND MAPPER.
SURVEYORS CERTIFICATION.
I HEREBY CERTIFY THAT THIS BOUNDA A TRUE AN RECT
REPRESENTATION OF A SURDER MY DIR N
STA FLORIDA
CARL MICHAEL SMITH LAND SURVEYOR & MAPP 0. 3762
FOR REFERENCE ONLY
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE 0
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PHOTOCOPYING FORBIDDEN. COPYRIGHTED MATERIAL.
0
3 C'
Ca al
MAPPING DIVISION
C.i O O
O 00co
ap�1n
U 00
30.15'�-
.-
CONC.
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DRIVE
TOLL(FREE:366888
11
Oil
t b
94'58'03" M.
SET
1/2" I.R. 4" 11.0'
#3762
30.0'
9j
SURVEY NOTES:
Community Number. 12117 Panel. 0045
Suffix: E F./.R.M. Date: 04/17/1995 Flood Zone: X
Date of Survey. • 04/09/2007
Certified to:
Max Be/kin PLANS���IB��QC��
Svetlana Be/kin ��aa
raD
Property Address: b � � � SNF® u
1900 Washington Avenue
Sanford, Florida 32771
Survey Number 07-252
NOTE:
IN COMPLIANCE WITH FLORIDA STATUES 61G17-6.0031 (5) (E),
IF LOCATION OF EASEMENTS OR RIGHT—OF—WAY OF RECORD, OTHER
THAN THOSE ON RECORD PLAT IS REQUIRED, THIS INFORMATION
MUST BE FURNISHED TO THE SURVEYOR AND MAPPER.
SURVEYORS CERTIFICATION.
I HEREBY CERTIFY THAT THIS BOUNDA A TRUE AN RECT
REPRESENTATION OF A SURDER MY DIR N
STA FLORIDA
CARL MICHAEL SMITH LAND SURVEYOR & MAPP 0. 3762
FOR REFERENCE ONLY
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE 0
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PHOTOCOPYING FORBIDDEN. COPYRIGHTED MATERIAL.
CENTRAL FLORIDA
SURVEYING AND
Ca al
MAPPING DIVISION
LB #7543
RI
EYRlf DRIVE
ap�1n
SUITE
SUI
OVIEDO. FLORIDA 32765
•
(407) 366-2531
serwces, Inca
Fox -255
0539-1527
TOLL(FREE:366888