no. of signs z. j^ (enter street name ) -7//2^
TRANSCRIPT
For Office Use Onlv
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DATE -7//2^<7
ZONE ^For Office Use Only
h^>C KITK \L AREA: IDA Jt*:S?T
BMA: Yes No
NO. OF SIGNS Z.
T«rT
pApplicant(s): ^"^ (^ l£ >' If IS/ZCG'VARIANCE APPLICATION
(Applicant must liave a financial, contractual, or proprietary interest in the property)
Property Address: ^^/ /~^/£^fi^ f\\/G..
Property Location:__^_/___feet of frontage on the ( N,(s)E, W) side of /T/5 / /? /-^ / ^ E^ U £(Enter Street Name)^,
L
.feet ( N, S, E.<^ of (Nearest intersecting street) COfi^^^C y ft u^/^u <£"J^ (Enter Street Name )
12-digit Tax Account Number ^G 9^- // 7/- 7 -5<SO_ x District <T Council DistrictWaterfront Lot: YQ N[XJ Comer Lot: YgwQ Deed Title Reference ^'Z. <%, ( /</2.sZoning District ^ Lot # -Zl -f ZZ. Tax Map 5-Z Block/Grid^^O^_Pnr^1 ft |Area-6/^_3_^_(^^jor Acres) Subdivision Name ^-, 1 e3^<^. T^?^^. ^^'Description of Proposed Project and Variance Requested (Brief, detail fully in letter ofexplanation)
'BUILD J>fcC/t; ^X. db/Urt ^ »J l?(^^r»Ai ^ POOL
TIie applicant hereby certiites that he or she has a financial, contractual, or proprietary interest in (tie property; that he or she isauthorized to make this application; that the information shown on this application is correct; and that he or she will comply with allapplicable regulatioiis of'Anne Arundcl County. Maryland.
A(pplicant-s Siynaturc ^Ijyh^ /^i^L^t _____ Owner-s Siynature M^/w^ 1. ///UA^'/ - '~ y
Print Name ^P7<f^ ^/. 7iefu^
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Work Phone ^^-^^-Z^T _Work Phone /</3-& - Z ^ J-
\ Home Phone ^/^ - 636 -70^0IIomePhone ^0 ^^- 7o^0
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* * * Below For Office Use Only * * *
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01/14/2006 19:34 15056618361 WOODY PAGE 02/03
Landtech Associates Inc.10260 Old Columbia Road Rivers Center-Suite J
Columbia, MD 21046Phone; 410-290-8099 Fax; 41 0-290-8299
^^N58°E20' (+/-)
Lot 20
2<7/ - pr q^ 5^'^/vi»>r»
<>*/ 3^ - F^. or^ .^ $h- FK^<'C'J/J C^^T^^ ^rF^sy*^'^-^L
^,
iOd-V ri?6r^» flo<^ F^ITFA^ \Rue= To ^&NTe^ ^ppetoi.
^i/'-T?ech ^owtf weyTw&wr^«i£ft5TSIDSS OF T*OO{.
^ 5*-^" Tto SOUTH .rtDfi OF r00i-
Psc^ hp^oxiwfcky 3S^^Ty'T05w^3V'- fries-rToC^ST
Approximate depletion offeneesand other visible improvements
Property Line Survey recommended todetermine .exact location of improvementsand/or encroachments, If any.
Location Survey of:
#421 Fairfax AvenuePldt B
, RolandTerrace
Anne Arundel Co., MD
LOT: 21 & 22
PLAT BK: 2
DATE: 4.07-10
BLOCK: 32
PLAT#: 21
SCALE: 1 "==30'
CASE NUMBER: 24045
FILE NUMBER: LT-2100570
^^ l^-y'.^L?«*
ilmmm^'^^^
l"Th)Splat is of benefit to a consumer on(y Insofar as It is required by_a lender or a title Insurance compsnyor its agent In connection with contemplated b-arsfer, nnsnctng or re-flnandng. ___ ^ ^2. Thispiat Is not to be relied upon For ttie establishment or location of fences, garages, bullOings or'
?Thns9poatdo©notproStiefor' c accurate identlRcation of property boundary lines, but such jdentiRcatfonmay not be required fcr the transfer of tttis or securing flnancin9wre;fin&ndn9.'4!aPYrwr£ tlSi'su^eyrecommended^detemlne the exact location ofiWrovemwte^d/Dr_encroacnments, If any.5^ ProSriv su5ed'toany/an"r^o?"w3^ easements, and/or covenants of record and/or Imposed by law.
: I hereby certify that the position of the significant ^We^pw^ww^^j^yo prooerty
^RS^e^)ty S^nSlla^t^^ the state of M3rYt3n<)-
_^.-Y. /V/ft.*»/'^» -
Tply 2x8 Beam Used Atop of 4i4 Posts. Dimensional JoisteISapported by 1-ply Beam Connected to Side Of Posts. E.O.R. to
Verify 2-ply Beam to Post CoDncction and Joia SupportConditions. Joist Haneers and Column Caps May be Required^ &:
L4
E.O.R. to Verily BeamBlocking DetaiL
31
i
Fl
4x4
Jiii
E.O. R. to Verify Masonry FoundationBlocks.f Nominal Dimensions l2"xl2"x8"]
E.O.R. To Verify 2x12Connection to 4x4 Post
Verify Location of Proposed Column.Colnnu is Assumed to be Positioned
Under Intersetion of Supportine Beams.
Verify Location uf Proposed Cdumn.Column is Assumed to be Positioned
Under Intersetion of Supporting Beams.
Pool Deck FramingAU Joist Spacing is to be 2x8 At 16" O.C.
Blocking Used at
Decking Finish
PlotIDPlF2F3F4F5F6F7F8F92x82x82-2x82x82-2x82x82-2x82x82x82-2x82-2x102-2x122-2x122-2x122-2x124x4
Length10' 0"8'0"7'0"6'0"5'0"4'0"3'0"2'0"ro"8'0"7'0"6'0"6'0"6'0"5'0"5'0"5'0"4. 0"4'0"10' 0"10' 0"14' 0"
12' 0"10' 0"10' 0"
. UNO
Mid Span per Builder's Preference
Material to be 5/4"
Products
Product
2x8 SPF No.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8SPFNo.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8SPFNo.22x8 SPF No.22x8SPFNo.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x8 SPF No.22x10 SPF No.22x10 SPF No.22xl2SPFNo.22x12 SPF No.22x12 SPF No.24x4 SPF No.2
" Deck 1
Plies1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
2
2
1
2
2
2
2
2
2
1
Board
NetQty169
104
122
2
2
2
2
2
1
4
4
13142
2
4
4
2
2
2
2
24
E.O.R. To Verify 2x12Connection to 4x4 Post
Floor Loads@100% LOAD DURATION
60LL25DL85TL
FLOOR SYSTEM LIVE LOAD DEFLECTIONDESIGNED TO LIMIT OF L/480
'.?CMCM
<U CM
^Q^^si^55^?
8
m m ~ou- a- o^- c 0-^tIm
s
(0-)
MiTek Sapphire Structure
Scale: 3/8- = r-0
Date: 6.21.19
Sheet: 1/1