HomeMy WebLinkAbout1000-108.-4-1.4 'zo �- SPUD
I
25 YR. ASPHALT '
SHINGLE ROOF
TOP OF HEADERS
( , ALUM.DOWNSPOUT
BY OWNER �
?
,
i
VERTICAL PINE W.
41 SIDING TYP.
APPROX.GRADE
! W1
i-- - -- - - - - -- - 1,FM-FLR10mO0'
GOAL NOTES - _NY ACACL LTURaL_WILDMS: *� I � �� ,
THESE NOTES APPLY TO ALL DRAWIN3x IWO• O S CTURE% I
24'-0"
i
L PER NY CODE SECTION 1012 EXCEPTION 1,THIS BUILDING CLASSIFIES AS AN L FOWDATIONS DESIGNED FOR ASSUMED 30M PSF ALLOW.NET SOIL BEARING:.
AGRICULTURAL STRUCTURE AND 18 HOT REGUIIRED TO MEET ANY CODE, CONTRACTOR 10 VERIFY. OWNER TO PAY FOR SOIL TESTS AND
EXCEPT MUST CONFORi'1 TO ELEC.MOTS.OF NEC, FOR REDESW 4 INCREASED CONSTRUCTION COSTS IF SOiL INADECd1ATE. I
STEP FONS.AT PTIL--NO UTIL BELOW FTC:.w/o ARat APPROVAL.
2. PROVIDE EROSION PROTECTION AS MOD.BY ALL GOVERNING AUTHORITIES. I tI ELEVATION
2. DESKN LIVE LOADINGS AS FOLLOWS 2 FRON
3. PROVIDE P.T.11lp.MERE IN CONTACT W/EPDM ROOFING,FLASHING:, -SNOIU: 20 P5F -SEISMIC USE GROUP: i DI
WATEFf`ROGPMGs,MASONRY,CONCRETE OR EARTH. -WIND: 120 Mf'Fl(EXPOSURE C) -SiTE CLASS- D 0
-SEISMIC RESIST:W>D.FRAME �;, I STALL 'M Wl '
4.ALL WOOD FASTENERS,HANGERS,ETC.IN CONTACT w/P.T.W!!D.TO -UEAII•ERMCs: � - I A.1 SCALE: 1/4" = 1'-o"
RECEIVE MIN.GW GALV.OR CATER AS REC,IP BY FASTENER I (10 A2)
M M FOR TYPE OF P.T.CHEMICAL USED AND/OR ENVIRONMENT. 3. DEAD LOADS As FOLLOWS:
5. ASPHALT ROOF SHINGLES TO BE UL CLASS A,FIBERGLASS,LAM.STRIP SHINGLES -WOOD ROOF a/.SHAJGLES 10 PSF
ASPHALT25 YR.
AS MFRD.BY TAMKO,CERTAINMED,GAF,OR Ea PROVIDE ICE 4 WATER SHIELD 4. PLACE FiLL 4 BACWILL N MAX.8'LIFTS. COMPACT EA.LAYER UNDER SLABS � I SHINGLE ROOF � ", O
FROM GUTTERS BACK TD 24"PAST THE INSIDE FADE OF ALL EXT.WALLS, 4 FOOTINGS DRY DENSITY MIN.16%. DO NOT BUILD ON WDERSTRENGTH SOIL TOP OF i-FADERS
WITHIN 24 INCHES OF VALLEYS AND AS RECOML BY SHINGLE MFR.
6. STALL PARTITIONS TO BE I x S OAK VERTICAL 5• CONC.WORK TO h1L1:T TO ALL PROVISIONS OF LATEST EDS.OF AC1301 4 318, I OAK I ICdCBOARD w/. I - - -— L 1 C) n
SOLID LIP TO 4'-0"AFR 3'-01,'4'POWERED STEEL INCL.FREEZING 4 HOT WEATHER PROVISIONS. TYPE I CEMENT PER ASTM Ci50. - PC= COATED GRILL ^♦ >%CO N
GRILL t0 BE FASTENED ABOVE UNLESS NOTED ONL MAX.I K STORE PER ASTM C33. SLUMP 4 IN+I- I R NO CALL.CHLORIDE A I � 1, W 3 � M
CONCRETE TO NAVE 28-DAY MIN.COMPRESSIVE STRENGTH AS FOLLOWS: ;� I , W
1. EXTERIOR WALLS TO BE LNED ON INSIDE w/. 3000 PSI ALL LOCATIONS N I I BY OILMED WNSPOUT �-� s o
-
i x 8 OAK VERTICAL FLOOR TO CLG. AIR ENTRAIN CONCRETE AT EXT.HOR1Z SURFACES:6%d-15%. = p.
WN.TO MEET 01M A65,GRADE 60. WWR TO MEET ASTM AM,GRADE 65. I 4x j WD.POST TYP. I � C `�-
PROVIDE COVERING OF WW.PER IBC TABLE MM11 LAP REINF.MIN.24". ® ® — N N
0) V 0 v� Q
��L LEGEND 00
CONC,TO RTems To MATCH ccNTR
CARED OR PROTECTED ww//� MIN 8. I ISIDING
NVERTICAL iNE WD. c' L .s s &
6. ALL STRUCTURAL WOOD TO BE GRADED -MIN.S.PF.OR 02 HEM-FIR UNA. � I r4PPROX.GRADE i '� U cv)
Dl 4k'1' DUTGN DOOR 1. EWA;V W S TO HAVE FOLLOWING STRENGTHS: a Di I I a00
LVL.:-ib—. 2I
PSI MSR-LbE:fb- Is00 PSI IWlLSL: b ■ 2PSi WVY.MSR-1.W:Fb- 2250 PSI iv --1 I �FLR 10000, 11
Wl 28"x24" SLIDING WINDOW NOTE ALL MUL -PLY BEAMS 4 COLUMNS ARE GLU IA15,NOT MECH.FASTENED.
8 coNiRActoR IS RESPONSIBLE FOR ALL.MEANS of COCONSTRICTION,M STALL L 02 I 24- ��
0
PROVIDING C-0�8,BRACING,4 SHORING AS RE6><IFW FOR ALL LOADING I t10'xl2') I i 0co
�
SECTION NUMBER
TF� AMOUT CONSTRUCTION AND JOB SITE SAFETY.CONTRACTOR I I s
IS NOT TO STORE MATERIALS IN EXCESS OF DESIGN LIVE LOADS WITHOUT I I 4
i Ln
SHEET SECTION IS LOCATED. APPROVAL OF CH.AR I I �I � "'� � •-� N
O � rn
@ESHEET
DETAIL NUMBER 3 A �. ON
DETAIL IS LOCATED. L- c - - - - - - - - -c d U r--a dj
� '—' N
W1 ,4.1 SCALE: 1/4" - 1'-0" Q; �..,
�-�—ELEVATION BULLET
_ ��i C-0
ALL FOOTINGS TO BE 18" PIA,
1 NE
PILLAR x 36" DEEP IUNAJ FASCIA BDI
FLOOR PLAN #
A.1 SCALE: 1/4" R 1'-0" toP OF HEADERS N
Ix4 PiNE WD. Z 1�
TRIM EACH CORNER C11 m
ALUM.DOWNSPOUT
BEYOND
• BY OWNER � � � >_
APPROX.GRADE O4.
Z
' j\ FIN.FLR ImAyol
E 0i U
6'k24"x5/8" THK PLYWD.GUSS:: ET, }'
FASTEN w/.(10) 16 GAxi 1/2 STAPLES SIDING tYP. U cd
ASPHALT SHINGLES VERTICAL PINE WD. �
2x6 M SYP • EA PLYU0.TO RAFTER CONNECTION
RAFTERS • ib" O:C. 2411 (GUSSET • EA.SIDE OF RAFTER)
W�.l FELT PAPER OVER
1/2" PLYWD.SHEATHING, 2x4 n OR BTR SPF COLLAR TIE
w/.8d NAILS 4" O.G. • EDGES • 32" O.G„FASTEN w/.(6) 16d � G A 5 L E ELE
` '��Oi '
4 8" OZ.THRUOUT NAILS EA.END u I� SEAL
LVL HEADER
,,..w 16 GA HURRCANE TIE ���ED AR chi
4x4 POST EA SIDE ix6 PINE WD. 12
OF DOOR FOR GIRT FASCIA TYP. 4 +/- MODEE�BY S1MPsoN SCALE: i/4" 1'-0" �\ c
. ;4.i OPPOSITE SIMILAR 5 pv r
NDR SUPPOf?C 13/4"x9 i/4" LVL 2.0E,
2SWfb,FASTEN TO POST
wl.(10)lbd NAILS ''
13/4"x9 1/4" LVL 20E, 4
E!Q ,y �'�l 23435
W7. a) 16al NAILS 4x4 n SYP POSTS '
� 3
2x4 n TR OAK GIRTS
. FASTEN PARTITION GRILLS w/. THIS
ENS ARCIGIfIS S E R IROP NOT
• 24" O 3) 12d NAILS l2)3/8"ox2 1/2"l LAG SCREWS
BE REPRODUCED IN ANY FORM
Ix10 VERTICAL WHITE
EA END TO EA POST WITHOUT THEIR PERMISSION. DO ixIO VERTICAL WHITE - 12 GA GALV. ANGLE 0 NOT SCALE DRAWING. CONTRACTOR
PINE BOAR B
D 4 ATTEN C PINE BOARD < BATTEN 4x4 POST FASTNER BY SIMPSON SHALL VERIFY ALL CONDITIONS
SIDING: TYP.l3)8d NAILS I MODEL OA33 w/.(4) U0d do DIMENSIONS AN SITE PRIOR
SIDING TYP.(3)8d NAILS `; OAK KICKED. NAILS TO POST ! (4) 10d TO• EA GIRT
EA GIRT 1 NAILS TO PLATE TYP. PROJECT NNO.
G WITH THE WORK.
DOOR ix8 OAK 2x4 OAK BRACE P.T.bxb GRADE I
OPENING 4"x24" STL.CORNER BRACKET KICK BOARDS (3)12d NAILS,TOED,EA ENS BEAM (TYPE EA SIDE l2) At EA MAIN POST 14153
OF 1/4" PLATE STEEL,FASTENED
0 0 2x4 PLATE FASTENED MANAGED BY
t0 EA SKID w/,(2)3/8"0 DOLTS 2x4 n OR BTR OAK GIRTS - TO GRADE BEAM w/ E. ENCsEL
(tYf?4 GOi�IERs) • 24" OTC.l3) 12d NAILS C STALL FLOOR t
`� • DRAWN BY
4 Bar. ATE,FASTENED 12 GA GALV.ANGLE EA END ixa OAK l2) 12d NAILS 16" OG�
SKID / 12d NAILS,4" OjC. FASTNER BY SIMPSON KICK BOARD l } ..�-_" -�;��;;
MODEL OA33 w/.(4) 10d P.T. bxb n OR BT'R.SYP
NAILS TO POST 4 (4) 10d GRADE BEAM MAR 2 2015 -� R ENEDY
NAILS TO PLATE TYP. r ° 111 L..-,.,,...-. .m, -....•.
- - EA SIDE (2)AT EA MAiN l 4x4x3/16 THK HURRICANE REVISIONS
a Srntt�.o!c; iuvdn
- - - - - - - -- - - - 4x4 POST FIN.FLR BRACKET - SECURE w/. Fia^"in"r;' -
_ I w/.(2)3/4" DIA BOLTS
(1) Mt0 CONC.MIN.7 V3 d)
P.T.bxb n OR BTR. SYP I I i (I)t0 bx6 ti n
n ° d
GRADE BEAM TYP. t
LU
CONC.FTG.VARIES I I CONC.FTG.VARIES d D
12'-0" ! -SEE PLAN I/Ai FOR SIZES IPA'-0" I I -SEE PLAN 1/A.1 FOR SIZES', G _
a �, JIIN 6 2014 DATE
JLINE 3, 2014
_
!!iC DRAWING TITLE E D EPT.
/ To'd I j0� ' 'J;:IOL� PLAN
—— — EXTER ELEV.
SECTION
WALL FRAMING 5ECTION 5UILDING 5ECTION FOOTING DTL . SHEET NO.
A.1 SCALE: 1/2"- 1'-0" A.1 SCALE: 1/2"a 1'-0" Ae i
t I
i
7615 s puD
lots — -I I.q
25 YR. ASPHALT
SHINGLE ROOF-
TOP OF HEADERS
ALUM. DOWNSPOUT
BY OWNER
10'-0" op VERTICAL PINE WD.
SIDING TYP.
APPROX GRADE
W1
r — - - - - - - - - - - _$� M FLR10000'
GENERAL NOTES - NY AGRICULTURAL SUILDWs: INFO. ON STRUCTURE:
THESE NOTES APPLY TO ALL DRAWINGS: I I 24-0
1. PER NY CODE SECTION 1012 EXCEPTION 2,THIS BUILDING CLASSIFIES AS AN I. FOUNDATIONS DESIGNED FOR ASSUMED 30M PSF ALLOW.NET SOIL BEARING. �
6,11
AGRICULTURAL STRUCTURE AND IS NOT REQUIRED TO MEET ANY CODE, CONTRACTOR TO VERIFY. OWNER TO PAY FOR SOIL TESTS AND A,I
EXCEPT MUST CONFORI 10 ELEC.REQTS.OF NEC, FOR REDESIGN 4 NCREASED CONSTRUCTION COSTS IF SOIL INADEQUATE.
STEP FDNS.At UTIL--NO UTIL BELOW FTG.w/o ARCH.APPROVAL.
2. PROVIDE EROSION PROTECTION AS REQ'D.BY ALL GOVERNING AUTHORITIES. I
Dl I ELEVATION
3.PROVIDE P.T.WD.WHERE N CONTACT W/EPDM ROOFING,FLASHING, 2. DE51GN LIVE LOADINGS AS FOLLOWS:
-SNOW: 20 PSF - SEISMIC USE GROUP: 1 _ 2 ROI I
WATERPROOFING,MASONRY,CONCRETE OR EARTH. -WIND: 120 MPH(EXPOSURE C) - SITE CLASS: D 0
4.ALL WOOD FASTENERS,HANGERS,ETC.IN CONTACT w/P.T.WD.TO - SEISMIC RESIST: E FRAME
_ I STALL #1 I Wl
-WEATHERING: SEVERE N
RECEIVE MIN.GW GALV„OR GREATER AS READ BY FASTENER � (10'xl2') I ,�•I SCALE: I/4" = 1'-0°
MFR.FOR TYPE OF P.T.CHEMICAL USED AND/OR ENVIRONMENT. 3. DEAD LOADS AS FOLLOWS:
-WOOD ROOF w/.SHINGLES: 10 PSF
5. ASPHALT ROOF SHINGLES TO BE UL CLASS A,FIBERGLASS,LAM.STRIP SHINGLES I I 25 YR. ASPHALT
AS MFRD.BY TAMKO,CERTANTEED,GAF,OR EQ PROVIDE ICE 4 WATER SHIELD 4. PLACE FILL 4 BACKFILL IN MAX.8"LIFTS. COMPACT EA.LAYER UNDER SLABS I I SHINGLE ROOF U) O
FROM GUTTERS BACK TO 24"PAST THE INSIDE FACE OF ALL EXT.WALLS, 4 FOOTINGS DRY DENSITY MR 95%. DO NOT BUILD ON UNDERSTRENGTH SOIL. TOP OF HEADERS ■��
WITHIN 24 INCHES OF VALLEYS AND AS RECOM.BY SHINGLE MFR I - -—
6. STALL PARTITIONS TO BE I x 8 OAK VERTICAL
5. CONC.WORK TO MEET TO ALL PROVISIONS OF LATEST EDS.OF AV 3014 316, OAK IGKBOARD wJ. W O ~
SOLID UP 70 4'-0"AFF.3'-0 1/4" POWDERED STEEL INCL.FREEZING•4 HOt WEATHER PROVISIONS. TYPE I CEMENT PER ASTM C150. - I POWD COATED GRILL I N
A�p O
GRILL TO BE FASTENED ABOVE UNLESS NOTED O/W. MAX.I IN.STONE PER ASTM C33. SLUMP 4 IN ,/- I N. NO CALL.CHLORIDE. 0 I M
1. EXTERIOR WALLS TO BE LINED ON INSIDE w/. -CONCRETE000 PSI ALHAVE
LOCATTIAY IONS IN COMPRESSIVE STRENGTH AS FOLLOWS: N I ALUM. DOWNSPOUT ;�� p�Q cXp
I x 8 OAK VERTICAL FLOOR TO CLG. AIR ENTRAIN CONCRETE AT EXT.HORIZ SURFACES:6%•/- 1.5`>;. I I BY OWNER = a
11 74xl WD. POST TYP. NRENF.t0 MEET ASTM Ab15,GRADE 60. WIDE.TO MEET ASTM A185,GRADE 65. II N
PROVIDE COVERING OF RENF.PER IBC TABLE IS01.1.1. LAP REINF.MIN.24".
00
SYMBOL LEGEND PROVIDE CORNER BARS TO MATCH CONTIR REINF, LAP W.U1F.MIN.8". I I VERTICAL PINE WE). L c c
CONC.TO BE MOIST CURED OR PROTECTED w/MEMBRANE. SIDING TYP. J � pNj
6. ALL STRUCTURAL WOOD TO BE GRADED -MIN.SPF.OR 02 HEM-FIR UND. I APPROX.GRADE t J ti
D1 4k'1' DUTCH DOOR 1. E%W.WD.PRODUCTS TO HAVE FOLLOWING STRENGTHS: 0 Dl ul I co
ti
LVL: Fb= 2WO PSI MSR-IbE:Fb= 18M PSI =tI I Wl
LSL:Fb = 2325 PSI HVY.MSR-1.SE:Fb= 2250 PSI N PIK_FLR 10000'
Wl
28"x24" SLIDING WINDOW NOTE ALL MLILTI-PLY BEAMS 4 COLUMNS ARE GLULAMS,NOT MECH.FASTENED. I lu
8. CONTRACTOR 15 RESPONSIBLE FOR ALL MEANS OF CONSTRUCTION,INCL. i STALL #2 i 24'-0"
PROVIDING GUYS,BRACING,4 SHORING AS REQUIRED FOR ALL LOADING (10'xl2') Cd
CONDITIONS THE CONSTRUCTION AND JOB 51TE SAFETY.CONTRACTOR I I O
1 SECTION NUMBER 1S NOT TO STORE MATERIALS IN EXCESS OF DESIGN LIVE LOADS WITHOUT I I I d r--� CD
AJ SHEET SECTION iS LOCATED. I APPROVAL OF ARCH.
1 DETAIL NUMBER L REAR ELEVATION
A 1 SHEET DETAIL IS LOCATED. Wl �'SCALE. 1'-0" �-- o >.
$�—ELEVATION BULLET E— u
cy')
NOTE: Z o cfl
ALL FOOTINCsS TO BE 18" DIA, V `�
OO PILLAR x 36 DEEP CUN.OJ lxb WHITE PINE B FASCIA D O p •-,
I FLR FLAN
A.� SCALE: 1/4" = 1'-0" TOP OF HEADERS N a
lx4 PINE WD. Z N
TRIM ® EACH CORNER
ALUM. DOWNSPOUT ~
BEYOND Cd
BY OWNER i:_� Z
APPRox.GRADE O O
FIN.FLR 10000' CIO
TaL
6"x24"x5/8" THK PLYWD.GUSSET, VERTICAL +-1
ASPHALT SHINGLES FASTEN w/. (10) 16 GAxt 1/2" STAPLES SID Tl'P.INE WD. � CIO
2x6 +I SYP EA PLYWD. TO RAFTER CONNECTION
RAFTERS a 16" OC. 2411 (GUSSET 0 EA. SIDE OF RAFTER) CA07)
150 FELT PAPER OVER
1/2" PLYWD. SHEATHING, 2x4 02 OR BTR SPF COLLAR TIE
w/. Sd NAILS 4" O.G. EDGES a 32" O.G.,FASTEN w/. (6) 16d K�4�
� ��� ELEVATON
LVL HEADER tHRUOUt ..w.r: �:.��,
NAILS EA. END )4 SEAL
< 8" O.C.O
18 GA. HURRICANE TIE ��REQ p,�C�,i
4x4 POST EA. SIDE FASCIA TYP. _. .••,=-r? ,: ' 4 +/- MODEL 4143 ,�•I OPPOSITE SIMILAR �O ,�� 1
ixb PINE WD. 12 FASTENER BY SIMPSON SCALE: 1/4" = I'-0" �5 g0Y F4,
OF DOOR FOR GIRT
a HDR SUPPORT Zvi j .
1 3/4"x9 1/4" LYL 2.0E, •_''"",`�
2900Fb,FASTEN TO POST I �
13/4"x9 1/4" LVL 20E, �,, r �?
10 43 a -►.
I- . iA_ 6 F OF Nti�
w .
4x4 02 SYP POSTS
( 3
2x4 02 O BTR OAK GIRTS rrP' FASTEN PARTITION GRILLS w/. THIS DRAWING IS THE PROPERTY
C2)3/8"Vx2 1/2"LAG SCREWS BE REPRODUCEDI N ANYA
AFORM
* 24"O. 3) 12d NAILSOF EA.END TO EA. POST WITHOUT THEIR PERMISSION. DO
IxIOIxlO VERTICAL WHITE 12 GAGALV. ANGLE NOT SCALE DRAWING. CONTRACTOR
PIN VERTICAL WHITE 0
FASTNER BY SIMPSON SHALL VERIFY ALL CONDITIONS
PINE BOARD tBATTEN - SIDING PINE BOARD 4 BATTEN TYP. (3)8d NAILS 4x4 POST MODEL •A33 w/. (4) lod & DIMENSIONS ON SITE PRIOR
T SIDING TYP. (3) Sol NAILS `; a EA GIRT OAK KICKED. NAILS TO POST 4 (4) 10d TO PROCEEDING WITH THE WORK.
DOOR ® EA.GIRT
OPENING 1x8 OAK 2x4 OAK BRACE PT. bx6 GRADE NAILS TO PLATE Tl'F'. ...e - - �w'-h m T" 1
EA SIDE l2) AT EA MAIN POST ; ``' I! " I ' !, E PROJECT NO.
4"x24" STL. CORNER BRACKET o
OF 1/4" PLATE STEEL,FASTENED KICK BOARDS (3) 12d NAILS,COED, EA END SEAM (7Yf'.) r, W I;,
- I ` '! MANAGED BY
(TYP. 4SKCORJERS)3/8 0 BOLTS a 24 OC„ (3) 12d NAILS TO GRADE BEAM w/ J� E. ENCs
TO EA, 2x4 «2 OR 15M OAK GIRTS , , 2x4 PLATE FASTENED ��r�R 17 2015 � ��
�� STALL FLOOR I
EA- END � lx8 OAK (2) 12d NAILS ® I6" OC. � A � EL
4 BOT. ATE,FASTENED 12 GA.GALV. ANGLE d ,. -
SKID /. 12d NAILS, 4" O.G. FASTNER BY SIMPSON
KICK BOARD s��i�'�'� ;L,°�rE DRAWN BY
MODEL •A33 w/. (4) 10d P.T. bx6 02 OR BTR SYP 1 i'larnsnr;B. , '
NAILS TO POST 4 (4) 10d GRADE BEAM TYP.
REVISIONS
NAILS TO PLATE TYP. I 4x4x3Aro" THK. HURRICANE
A. Q° 0
EA, SIDE (2)AT E MAIN I
X — — — —— — — — — — — — 4x4 POST FIN.FLR _ I I BRACKET DI BOLTS
(1) INTO
O 6GONG.MIN 'I a 4 0 ry
P.T. 6xro 42 OR BTR SYP d
GRADE BEAM TYP. ( I W
4'-0" 4'-0" 4'-0° I ( a �w 14
LONG.FTG. VARIES I ( CONIC.FTG. VARIES a
-SEE PLAN 1/Al FOR SIZES 10'-0" 4-I ( -SEE PLAN I/A.I FOR SIZES d DATE
r
JUNE 3, 2014
DRAWING TITLE
PLAN
-_ -100 EXTER ELEv.
SECTION
WALL FRAMING 5ECT ION 5ULDING 5ECTION FOOTING DTL . SHEET NO.
SCALE: 1/2"= I'-0" �•� SCALE: 1/2"= 1'-0" ,15,•� SCALE- 3/411= 1'-0"
Ao
Map of "Ell[oh's Lane Estates, Sect. 21'
Filed I -08-q6 as File # 9c112
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Development Development
Rica ht55old Ricjht5 Intact
53-7002'50"E 5663T z 20.00 Acres 4. 18 Acres
556032'50"E 53b03050"E
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EMERGENCY
ACCE55 ONLY
PADDOCK AREA PERMEABLE DU5TLE55 0 C;
PAVING AND UN-OB5TRUCTED M
15-0"W ACCF-55 TO 0
PROPOSED BARNS 50' RADUI5 -
---- ----------- TURNAROUND
MANURE DUMP AREA
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