HomeMy WebLinkAbout38679-Z
NY LIC.
GENERAL NOTES: ck
1. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. DIMENSIONS ARE STUD TO STUD. sor ~'t
2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD AND REPORTING ANY DISCREPANCIES TO RENOVA T ATION
THE ARCHITECT IMMEDIATELY FOR CLARIFICATION AND/OR ADJUSTMENT BEFORE ORDERING MATERIALS AND N a Z Q
PREFABRICATED ITEMS.
3. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE WITH THE CODES, RULES AND REGULATIONS OF THE TOWN OF SOUTHAMPTON, AND THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODES ~ 0~~~ OHl
4. THE G.C. SHALL BE RESPONSIBLE FOR ALL GOVERNMENTAL AND BUILDING DEPARTMENT INSPECTIONS AND CERTIFICATIONS.
5. THE G.C. SHALL OBTAIN CERT. OF OCCUPANCY AT THE CONCLUSION OF THE WORK PERMIT AND APPLICABLE FEES BY OWNER
6. THE G.C IS RESPONSIBLE FOR ANY AND ALL FUTURE PERMIT RENEWAL(S), AS APPLICABLE, IN THE EVENT OF EXPIRATION. { l~,l ~ 1s
7. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS.
8. PROVIDE COPPER DRIP FLASHING AT ALL OPENINGS, MATERIAL JOINTS, ETC, AS NECESSARY. st
9. CONTRACTOR SHALL PROVIDE CAULKING AND SEALANT AT ALL EXTERIOR JOINTS AND OPENINGS, BETWEEN WALLS/ 'YS ~ 3g6 ~
FOUNDATION/SLAB, AND SHALL WEATHERSTRIP AS REQUIRED.
10. PROVIDE'CCA' PRESSURE TREATED WOOD IN CONTACT WITH EARTH AND/OR CONCRETE FOUNDATIONS, SILLS, PLATES, ETC.
11 SOIL SHALL BE CHECKED FOR OLD EXISTING ROOTS, ETC. TO BE REMOVED IN PREPARATION OF NEW FOUNDATION WORK.
12. NO BACKPILL SHALL BE DONE NEAR FOUNDATIONS UNTIL ADEQUATE BRACING HAS BEEN PROVIDED.
13 PROVIDE 1/2' THICK MOISTURE-RESISTANT GYP.BD AND 3/4" THICK'CDX PLYWOOD, AS APPLICABLE, IN ALL AREAS "
SUBJECT TO MOISTURE (U.O.N ) w "
14. PROVIDE COPPER FLASHING AT ALL OPENINGS, JOINTS BETWEEN MATERIALS, BREAKS IN BUILDING ENVELOPE, AND CHANGES IN ROOF PITCH, ETC., ACCORDING TO ACCEPTED PRACTICE.
0., o
15. ANY AND ALL APPLIANCES, FIXTURES, AND/OR SPECIALTY ITEMS NOT SPECIFIED ON DRAWINGS, SHALL BE SELECTED BY OWNER, AND INSTALLED BY G.C. FOR A COMPLETE JOB.
16. ALL ELECTRICAL WORK/DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES.
17. G.C. SHALL PROVIDE INTERCONNECTING FIRE DETECTING and SMOKE ALARM SYSTEM AS PER NEW YORK STATE 1. I 1. I I ~ - I
BUILDING CODE AT OR NEAR THE CEILING. LL "
18. ALL LIGHT FIXTURES SHALL BE SELECTED BY OWNER, INSTALLED BY G C
19. XXXXXXXXX - 1 117 O oz
XXXXXXXXX wo~M
20. G.C. SHALL PROVIDE HEAVY GAUGE COPPER GUTTERS AND DOWNSPOUTS AS REQ'D. (STYLE - K-SHAPE). _ a
21 ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 4
22. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES.
23. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION ADMINISTRATION, INSPECTION AND/OR SUPERVISION OF THIS H ~
CONSTRUCTION PROJECT.
FOUNDATION AND CONCRETE
1. ALL CONCRETE FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING VALUE OF 2 TONS/CU.FT. (V IF,) O
2 BOTTOM OF EXTERIOR CONCRETE FOOTINGS SHALL BE Y-0" MIN. BELOW AVERAGE FINISHED GRADE, U O.N.
3. CONCRETE STRENGTH SHALL BE AS FOLLOWS: z
a.) FOOTINGS, PIERS, FOUNDATION WALLS: fc = 3,000 psi stone canc.
b.) SLAB ON GRADE fe = 3,000 psi stone conc. _
e.) SUPERSTRUCTURE SLAB: fc = 3,000 psi stone conc.
4. ALL REEVFORCING BARS TO BE LAPPED A MINIMUM OF 40 AT SPLICES AND CORNERS.
5. ALL REINFORCING BARS SHALL BE A60 GRADE 60 BILLET NEW STEEL, DEFORMED AS PER A.S.T.M. A-60
6. MINIMUM PROTECTION FOR MAIN REINFORCEMENT SHALL BE THREE (3") INCHES FOR CONCRETE POURED AGAINST
EARTH; ALL OTHERS SHALL BE TWO (2") INCHES.
7. WIRE FABRIC SHALL BE ELECTRICALLY WELDED AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF 70,000 psi (A-82).
8. CONTRACTOR SHALL PROVIDE PROPER SLEEVES IN FOUNDATION AND SLABS TO ACCOMMODATE ANY PIPES PASSING THROUGH
9. FOR 4" THK P. CONC. SLAB ON GRADE -PROVIDE 6"x6" 10/10 W.W.M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER w
6" OF WELL COMPACTED CRUSHED STONE OVER GRADE. EXISTING FRONT ELEVATION
V
MASONRY ' SCALE: 4i = i_Qu
1 ALL DIMENSIONS GIVEN AS MASONRY OPENINGS ARE TO ROUGH FACE OF MASONRY WALLS AND/OR PARTITIONS.
2, ALL BRICK SHALL BE LAID UP IN CEMENT-LIME, 116 MIX AS PER TYPE S OR N OF A.S.T.M. SPEC C270 -1964 z
STRUCTURAL w
1. FRAMING LUMBER SHALL BE HEM FIR, NUMBER 2 OR BETTER.
2 GRADE MARKED LUMBER FOR STRUCTURAL USE SHALL BEAR GRADE MARK AS DELIVERED TO SITE.
3 WOOD SILLS SHALL BE (2) 2" x 6" 'CCA' WITH 1/2" DIA. ANCHOR BOLTS AT 8'-0"o.c. MAX., 12" FROM ENDS/ CORNERS OR AS (U,N.O.). AAo
4. ALL WD. HEADERS SHALL BE SUPPORTED BY (2) STUDS EACH SIDE OF OPENING.
5. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND
PARTITIONS RUNNING PARALLEL TO SAME BUILDING DEPARTMENT INFORMATION
6. CROSS BRIDGING SHALL BE SOLID BR?I(~DpGING USING JOIST DIMENSION LUMBER IN OFFSET FASHION.
7. THE TOP AND BOTTOM EDGES OF JOLSTS MAY BE NOTCHED NOT TO EXCEED 2".
8. JOIST HANGERS, HURRICANE TIES, ETC., SHALL BE'SIMPSOM, 'TECO', OR APPROVED EQUAL FOR ALL FLUSH PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE
STRUCTURAL CONNECTIONS SQUARE FOOTAGE ADDED: EXISTING PROPOSED
9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" MIN. BACK FROM MASONRY CHIMNEYS AND/OR FLUES AS PER
NYS BLDG. CODE. FIRST FLOOR 1,445 SQ. FT. 1,567 SQ. FT.
onnvnFen9nnePinlF9nneF CUl1WASncF w
Vent Thru v o
Roof
Vent Thru WITH STORAGE : DEAD : 10 psf ; LIVE : 20 psf
Roof 3 ATTICS: WITHOUT STORAGE: DEAD: 10psf; LIVE: 10 psf- WITH STORAG
STAIRS : DEAD: 10; LIVE: 40 - GUARDRAILS & HANDRAILS : DEAD 5; L5 ;:DEAD 5 ;LIVE: 200
2" EXPOSURE CATEGORY C
SEISMIC DESIGN CATEGORY: B
WIND ZONE: 120mph; Zone III - WITHIN I MILE FROM COAST, MISSILE D TEST APPLICAE TEST APPLICABLE
PROTECTIVE GLAZING PANELS: 1/2" PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE IT WIND BORNE DEBRIS. APPROPRIATE
ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVER SHALL COVER ENTIRE GLAZED OPENING, INCLUDING
LUMBER SPECIES & GRADE DOUGLAS; FIR-LARCH, SELECT STRUCTURAL GRADE, Fb = 1450psi 1450psf'rnnlt ~eB6ruB&
EXI5TING EXISTING EXISTING ENGINEERED LUMBER- LVL 1.9E F6 - 2,600psi & 11 7/8" T1I/560SERIES MAX 560SERIES MAXIMUM VERTICAL SHEAR - 2,050 Ibs Tmainuw Building o.,is., c"".memo" o..~nns s.ma. Iff
Master Bathroom 2Master Bathroom 2 Kitchen FOR, GLUED & SCREWED uai 9129
SHEATHING FLOORS :(:I) LAYER 3/4" CDX TONGUE & GROOVE SUB-FLOOR, GLUED & S NO. DATE REVISIONS
Zi zi Z' 2 WALLS :(11) LAYER 5/8" CDX APA RATED, NAILED WITH 8D @4" O.C. @ ED( @4" O.C. @ EDGES, 6" O.C. @ INTERIORS; IF PNEUMATIC GUN
IS USED, TVAILS SHALL BE.097 -.099 NAIL 1-3/4", 3"O.C. @ EDGES, 6" O.C. in 1])GES, 6" O.C. @ INTERMEDIATES
ROOF GAILVANIZED STANDING SEAM METAL ROOF, ON 1 X10 SMPLAP PI X10 SIRPLAP PINE, NAILED WITH 8D
@ 4" O.C. (@ EDGES, 6" O.C. @ INTERIORS; IF PNEUMATIC GUNS ARE USED, UNS ARE USED, NAILS SHALL BE.097 -
.099 NAIL 1-7/8", 3" O.C. @ EDGES, 6" O.C. @ INTERIORS
I-" zi Zi 2 DW
15t floor Level 311 21P 311 2" 3 1 C.O. COMM. NO.: Bill G.. DATE: Ian. 14, 2014
SCALE: AS NOTED
DRAWN BY: HIS
CHECKED BY:
--I C.O. SHEET TITLE:
31 3.. Permit Set:
Building Dept
Info
6a5emert Floor Level
Basement floor Level ~a 0
house w x
C. 0. Trap F
4" To Approved zz
PLUMBING RISER DIAGRAM 4, Sanitary System
s A
NT5
D
U v
e
NY LIC.
Q.(
60Zoy
~N Z ~
~~~'I'OH1
r ^ ~'1 V J
G 1'-8"
IN-i LO
24'_0" 1 I'-8" lit ..t-
FBI C) N
F: 1 't. Z. 7 -
EXI5TING O
CRAWL51°ACE 8" thick conc.
TO REMAIN block foundation wall
on I G"W x B"D
conc. footing
O oz
101-011 1 o-s 2'_8° 2'-8" 8'-10" 3'-4" 13'-0" w0u
Lo
Lrv aU un
I
I I [
I I E ?I CO N
I`'I EN RY
concrete I O
bi~ bloc walls
Nc on arth r: NOS AIR5 I z
I I I ='I I.
- _ _ _ _ _ - - - J L - -J L- ---I - - - -
3O6D f - v
rv o00
~ I I'.I II I~'I
II. I I', I I I I I
I I:I I.:I I~,.I
6 I"-1 I.-'I I
w I ~ I I, II
q I r' II I I r I w
u 1 .I
O V
I I
I I I I I:+.:. I Garage li I Z
G-9., Z._4.. 8'-p" I0'-2" Gsg" 8" poured concrete w
foundation walls II N
4" thick concrete slab
-o-_-____-0 - e - II (4) 2x 10 Girder .
Sfarte uP to j: AAo
I'~I f~rst Aorrr
Baser treads o e I- I I Basement ®B5`
& poured concrete poured concrete foundation walls 266e L - - L
4' thick cor 4" thick concrete slab -
II II I
o V H
m I'
C MECH. 3~_p~ oW
I I
I I ri
~%w o
u' ~ ( TANK TANK ~ o
V1 ; WATERO _
Q
45•_4„ 5._4.. 9._Ol. 21_.Oll
6 I'-8"
ffrank Aieakruak
Traditional Building Design
Comku[M1On OmFYn65rmeea
631-2559129
NO DATE REVISIONS
EXISTING BASEMENT
' ~JCA~E: y4i - i_~n
COMM. NO.: Bin Gunman DATE: ..14, 2014
SCALE: AS NOTED
DRAWN BY: FHS
CHECKED BY:
SHEET TITLE:
Permit Set:
Existing
Basement Plan
0
w
a
0 x
s A
u
u u
B
NY LIC.
U al PS` BO2~ Z 0
/LU F
~~OH tl 9
~rsl^~J3
V J
H
IN-1 ~
3 I'-7Yi' -74' c-I
w^
I G'-I%2" 6'- I O" 5'-6yz"
r-I
~ Vi
N
DH2842 onzegz I]rvzagz DH2842 O oz
r N ~ x
woUM
a o
17'-4" W
n
N BACK 9 SUN ROOM o ry
STOOP m
0
K DOD 111 orv3oz to
rv a 31 j 0113039 °tl3°39 f 551068
l on3o3s e f M1 2468 31 I 2668
jOe ~ •O• 5L-5 AOwn 266 0
IIOv A MASTER h'eaAe iSTER s
N o BATH SATs 00
° MASTER O P
BEDROOM BEDROOM aown o wall KITCHEN Ob-.-t o w
N o LO QO Oven O risers p e.5" s N ntrea O s• l g m N
m m ~ P V
o ~ o Y
P ~ i• 2'- I OYz" T-Q!z" b Ref. ~
2_O" ~ d
0 ~d 26~ 21-0" 13'-5" - w
J ~ P p 0 [d ~ P GARAGE o ° o
i R o 3-011 N _ N
i R N ~i AAo
0
o CLOSET 5'-10" -10. 2664 7¢' 12'-2j'
ro Pr N 8-~ O 0
m m
Q
o 0
H
J la LIVING ROOM r 4^
W~~
aFnPnnnn i r, RF RFnRnnv i u
O ~ v
v o
°e
1 21-011 - I I'_4"
f ? J
O Q
V
9tl2039 BR2fB39 98203° PH2839 0112639 aaee ry Dmr
3 02038 02038
a
5'-d" 2'-10" 101-9" 21.10' 5'-113/4" 7_Fay4" 5-_2` 45'-6" 16'_2"
frank beabrBBk
Tendlilmd Building Design D-nan.-Dndbng Swifts
6 I (3t-255A1t9
NO. DATE REVISIONS
COMM. NO.: Bill Gorman
DATE: an.14, 2014 SCALE: AS NOTED
DRANRV 8Y: FELS
EXISTING FLOOR PLAN CBTCKED BY:
SHEET TITLE:
SCALE:Ya"= I'_0" Permit Set:
Existing
a Floor Plan
0
a
z z
A-3
0
a
NY LIC.
ti~cyt * e~ogr¢(y
V y ri0 Z 0
SUN ROOM
Q
TO BE REMOVED is r
BACK AND REBUILT V J
STOOP 0=FlUUIR-,FLlA-IN - DEMO
TO DE H
SCALE: = '-0"
REMOVED
N Ill
H
W
-C C~ 11 0
Ou ~x 7
0 oz LO
wdU
Cl 0 -
0
z
C C - - RENOVATION NOTE:
All emstmg sheet rock
to be removed and replaced
24.0„ I,_8..
6.7"
41-5" 7'-4" 71-4" 4•_&'• 55. 6l_7"
5946 5446 5446 / V
m
Z
w
x
0
RE-BUILD SUNROOM o
~Ao
Cn 0
o W ~
N
i
i
i
i m ^ N ~
r l ~o
v o
5070
0
00 Q
0 00
0
m 0
0
O Junk ~bCBBTOBh
TeadiHanW MuMn6 Oedp
Cnmlrv 01-IhvfM Servm
fi91]S.C9ll'9
~r C m NO. DATE REVISIONS
N
FLOOR PLAN - PROPOSED COMM. NO.: Bill G.r..
DATE: m. 14, 2014
SCALE: ~4 _ I 0' SCALE: AS NOTED
DRAWN BY: IDS
O m CHECKED BY:
0 m 5070 SHEET TITLE:
Permit Set
Floor Plans
5070 a
5070 5070 0
F
O Z
s A-4
8._ u
6.5" 6l_5" 3•_7„ 251-5" 8•_ 8._
0
e
NY LIC.
Top of Ridge
@ First Floor
Elev 14'-8z" ± Top of Ridge ,Z JrS~ s0 C.
@ Garage K lp LL
Elev. 13'-10"+ < j. O
add do v y~Q
Top of Plate
@ First Floor
fflev -I
F-i V)
FRONT SECTION
N ~ ~r1 N
SCALE: Y4' = I '-0"
Top of Finished Floor FBI ~
@ Lirst Floor
Elev O'-O" ti
Top of Slab
@ Garage _ X N
Elev I':7 _ _ O 'z Ln
0
w U~
Top of 51ab x H
@ Basement _
Elev -T-Q~/z" ± N ~
O
z
Top of Ridge
@ first Floor
- Elev. 1 r5l~"+
Top of Ridge a,
@ Garage
± g s' Elev. 13'- 10"
w
m®~
Top of Plate V
@ First Floor
Elev. 7-1 z
i0 l
N~ w
x
EXISTING SIDE SECTION C? AAo
n~ n r
SCALE: %4' = p~
ToF Top of Finished Floor iu To c Top of Finished Floor W
@ first Floor @ . @ Sun Room
Elev. O'-0 dil Elev. v. Elev. -6~± _
0 Z
W N ~
L FROSTWALL, existing foundation and r , O
slab v
Top of Slab @ Basement
Elev. -7'-67z'-F
A
mss 8
2x 2x 10 roof rafters @ 12^ o.c Junk beabrnak
R3. R38 batt insulation TramBenABw1n~so.ta„
x1 lrveNan Oe~f Xn0 9eme12 o X f 50{flt Com
IXG Top of Plate saf-zssmrsr 1x6 fascia @ 5un Room NO DATE REVISIONS
(2) -u 2xl (2) 2x4 top plate Elev. +8'-G" ± 2x12 LVL
F-- EX1 EXTERIOR WALL CONST. (TYP.)
u g /e' V," drywall board
$ 0 2x' Np - 2x4 wood stud wall @ I G" o.c.
iup RI iuh o R15 batt m5ulation
PROPOSED SIDE SECTION N h - o Yi' 0 p m cc, ,42' exterior grade plywood sheathing cedar siding on budding paper COMM. NO.: Bill Gonman
u ^ Fin Finish flooring ` DATE: Jan. 14,2014
SCALE:%' u p 3/1 3/4" plywood 5ubfloor, glued V screwed- typ SCALE: AS NOTED
fury 2x 2x4 bottom plate DRAWN BY: HIS
Tor Top of finished Floor iE h Top of ffinn5heci floor CHECKED BY: SHEET TITLE:
@ first Floor @ 5 n Room eom Permit Set:
Elev. 0'-0 Elev 6"i
2xE 2xG 511 plate, w/ 1121x 18" hooked anchor bolt
w/3 w/3/8" washer at top @ 4'-0" o .c Sections
1211 12" from corners and openings- typ. w
2x Exi 2x 10 FJ@ 100c Existing block concrete foundation wall p
16 I G"W x 81D continuous w
co concrete footing H
(3) (3) 2x 12 Girder p
Exi ExiStmg 4" thick concrete slab z
'PI FROSTWALL, existing foundation and I A-5
sla slab O
O
U
0
NY LIC.
U y,P r
~ O 1
V`J
L
FN-I eq
11 all N
L
I I~ 1 l
J~ - II I I
I~ O
N N
!1 rv o 0 Ln
wo~M
O
- z
FRONT ELEVATION - EXISTING
RIGf1T SIDE ELEVATION -EXISTING
SCALE: ~4' = I
" W
5CALE:%4• _ J'-0
V
z
w
AA0
r I J
I
~ l II NSW
W N
rV-rt r~~ 11 11 H Ell MI ~
v o
Q
gCflttk ~i/Cfl~i'BU~i
TeodlH-0 EWlding Dnlgn
Com4u 9ernrn 01,455De.9129 631- 9149
NO DATE REVISIONS
REARLEELEVATION - EXISTING
LEFT SIDE ELEVATION -EXISTING COMM.NO.: Bill Govmen
DATE: m.14, 2014
SCALE: AS NOTED
SCALE: %a~ = I _O" DRAWN BY: FHS
CEIECKED BY:
SHEET TITLE:
Permit Set:
Existing
Elevations
0
zx
F 0
zz
s A_G
~ v
0
u
e
NY LIC.
01
6 Z
c (P y O LL
OHlrytl Ode.
V`J
L '
FNi N
N
5unroom to be removed 1~ O
Roof shingles t Roof shingles to be replaced
7 N c-I
C) z
a w 0u
Windows to be replaced o:
Wmdows to be replaced Wmdows Siding Siding to be replaced
51dmg to be replaced - E:1 I[] LJ xF
D
FE M EM
0
i i z
i
FRONT ELEVATION - DEMO
SCALE: Ya" = I '-0"
2 RIGHT SIDE ELEVATION - DEMO
SCALE: %4' = 1 '_0" w
u
z
w
AAo
T.. w03
LI1~]~ . lT]
C rl, ~1Ny H'
5unroom and concrete stoop Sunroom and concrete stoop Roof Shingles to be replaced W
to be removed to be removed
i v~'o
i
Wmdowe to be replaced Windows to be replaced
yo 51ding to be replaced
56nj to be replaced =EFIIE y
a
q
h frank &Pab rook
TvNtiaml UuAd gDmlgn Comte do, Dnf-.5m1[
691-255-9119
NO. DATE REVISIONS
REAR ELEVATION - DEMO
LEFT SIDE ELEVATION - DEMO
SCALE: Ya" = I-0" COMM. NO, Bill G...
DATE: 14, 2014
5CALe: %4" = P-o" SCALE: AS NOTED DRAWN BY: FHS
CHECKED BY:
SHEET TITLE:
Permit Set:
Elevations
0 w
a
0 z
s
11A _7 ~
0 u
O
NY LTC.
y O ;
U 0G * ~Q
~ ' O I
Yy
V J
tz r.
FN1 C4
i rl ~
#M#I MIN
I I IL ~ I I MIT11111T 11
-77 L.I_I IT
614 N V-4
n r-Iii Nil IlTll alilTil HT11 millill I O o z Ln
^4 4
w ou M a~
H
-
FRONT ELEVATION - PROPOSED
RIGt1T SIDE ELEVATION - PROPOSED
1 SCALE: Yq'~ - i_~n
scare:/t - o
W
V
Z
w
x
Ago
H'
7 o~
i1Mlr I~ Ti l ll %M~l I a ll I RI wil ~I I I I~ W N ~
V o
WlgwLr IN MITIl
0 Q
a
,frank gpeakraBk
Tvdif ionil Ha W tlin6 Dea~ym ComhuaNOn OeafNn6 9eMan
631-255-9129
O DATE REVISIONS
REAR ELEVATION - PROPOSED
1 LEFT SIDE ELEVATION - PROPOSED
14 SCALE: %4" = 1 1-0" COMM. NO, Bin G...
DATE: Jan. 14, 2014 SCALE: AS NOTED
DRAWN BY: FHS
CHECKED BY:
SHEET TITLE:
Permit Set:
Proposed
Elevations
w
0
w
x F
0 z
A-8
G
0 G
a