HomeMy WebLinkAbout1000-13.-2-8.2 1
Young & Young
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Isuxo ¢00 Ostrander Avenue, Riverhead, New York 11901 ¢
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AND V, ` gg FOLI xY PATTERN NO, lOmc,OR 631-727-2303
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ONG APPRN%�j 25. 19 F p5 w, EQUAL. (ON INSPECTION FOOL-5 CNLT7 TEST HOLE #I TEST HOLE #2 Howard W. You
,Y AUG. 19, 2000 AUG. 19, 2000 Young, Land Surveyor g„
�OI`tV 15 HGT�cN WA ER MARK 0 OF gLUF / EL ST o RL2T o ThomEngineer
i' 47.952147, E JOE NOTEL00 PIED ON E ,B LOAM ams. awns Engineer .gae
as RClT¢at, Architect ngvn
N fl OF 5LUFF PS ZPRO \N eWFF FOR LEAOHIN6 CATCH BA51N LOAM o a
o Ronald E. Pfuhl, Landscape Architect # "
DouyLaa E Ad Professional
B1'45'14"• E y355 5 59.56" USE CAST IRON FRAME < GRATE 40' 40'
5.29 N 6 25°9 N 8219 _ __ TOP S ` AND
ERODON jHE TOP OF `e A OR APPROVED EQUAL. rim SIL 56� so' SITE DATA
S 8J73' '15'51'55 E/ , ,i'% "'--_--------
79.3 `;4� S PR 0Ih';'I�, � SANo
w A 7s, oz.o3� E _ LPNO*PFD
10.0- TOTAL AREA = 23.01'1'1 ACRES
+ c fi s. E ______ N 7fi _______ __ `�L' "d .4'1`1 c rum 5AAND SILTY SAND
YY ".J v� - G 190, wrcH SAND • VERTICAL DATUM NG V. DATUM (M.S.L. 1929)
AND • TOPOGRAPHICAL INFORMATION SHOWN HEREON 15 FROM
--------_ -' -, ' ' ' ' `2p ,111' LOAM 5AND D
` �,;1 CLAYF' SURVEYS BY U5 AND AERIAL PHOTOMETRY PERFORMED BY
�4 i �"=-- -\, `.E ncaM',� `3o n.a' OTHERS
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EXISTING LOT COVERAGE 72%
-- '---- `` __ _ D Ian' IB o' PROPOSED LOT COVERAGE - 7.5%
pert .� = . - _ _ —_ _ - DENSITY
J LOAM N6" _
5 STONE
20' -------------- --
4 _`__ ---� o___--___ , r, , , W I ZONING USE DISTRICT RHO RESIDENT AL LOW
CR� SAN
`� SAND
,' Ir ' U) AND
i. �� 1``\`� S GRAVEL
GRAVEL
DRAINAGE DESIGN CRITERIA 4 CALCULATIONS
7
------ II','�„ 1 \:' ____ )`:',"\'i" n ' 3 O NOG NP WATER NOG JNIO NATER V = A R r F$€p
O 11 r ` ._ m,{ ____ ,;, i 1 ' � FINISHED GRADE Els
- O I A = AREA OF TRIBUTARY (SP) 9
' ' aauLoeg%' , r )\,) o I -1 q'+ 4" x z-e" CONCRETE Ga VER SHALL R = RAINFALL (FTd
, (� % O BE SET I'-0" MIN. BELOW FIN15HED
%'\ / / \, >',%i ' O , —' ,i Y'i 2 s r ' 6RUl G = COEFFICIENT OF RUNOFF b
O , O , f ENTII AROUND
,i , ENTIRE PIPE Rd
O
LOCATION MAP \� — LGB NO.I ��
` 3 - '--- N.'\ _ ' %' "!' - i, %i%/% '\• j' '��'� ii -- 5TONEBLEND: 4,540 S.F. x 2/12 x 0.50 = 578 C.F. RR
SCALE I`=600' , o f� BD- -__ ` _- + , \\ - /, /,,i '/' K, .a+1�9�'++ i _=i I F CONCRETE: 360 S.F. x 2/12 x 1.00 = 60 G.F. R`3
'^y' '/ /e�'� tD ass GRA55: 4,000 S.F. x 2/12 x 0.15 = 100 G.F. 3 g
+ y pr ti%5'i i 1 , _ /[/' , D. DaAINacE aloe VOLUME REQUIRED = 558 G.F. �q
1031P-i,l /, / ml r ' , , '
(p
------_ -__ '; r %' „ I 'r , ' °. O', , USE (U B' DIA. x 15' DEPTH POOL = 549 G.F. SB.
\1 lP - -- __--_�_ �s i .t0.EE5i IZpEESri ir' ' i LE Ii, ' �� A11 'I1 I �,' +454 a ® LP NO. a� g
fj o s❑A1 6 ROOF: IS24 S.F. x 2/12 x 1.00 = 254 O.F. '
1 O LV V� PREOA5T 5TORM USE
s \ - '♦ , , / I I E (U 8' DIA. x T EFF. DEPTH POOL
e79 y \ i - =' �' ' ! • i' > 0 MFG. OYI CARLSON
PRECAST OR LP N0.2
TH \ -_S;i;T .00GU➢ +_+ ___- 40 WW APPROVED EQUA .
DRIVE NOR , _ 'e=" ---- -- t- - —' - ----- ' ROOF: 1,204 S.F. x 2/12 x LOO = 201 G.F.
CREST �9°Fb�as CHP\N UN F �D;i /, e1\- z; f E® USE (U 8' DIA. x 5' EFF. DEPTH POOL = 211 G.F.
HILL 34718' 51• PRECAST SOLID KALL
A5 MFG BY
N83' cARLSONPRECAsr PARKING CALCULATIONS
(R? '' n _'-_— I a rmerly OR APR20VED EQUAL.
s r \ D _ DE _ - i o
`39 001 0 N - -" \' i ,/pP� OlFhs' ' '
0
.,y= I _ nQW p5 Z YVO &ROUND WATER I STORY AGRICULTURAL 2,628 SF a 1/1000 5F = 2.6 STALLS
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0 �� *ze 3 ') / '� D'0D NOTE:The approved site development plan shall be valid for
*za.z ; o / / a period of twee(3)Yeas from the date of approval as per III e
' I -' code section 100-255. g �
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se 2+ THIS MAP WA5 PREPARED UTILIZING BOUNDARY AND
o TOPOGRAPHICAL SURVEYS MADE BY U5
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$00. 578' rN y' N No apt , / D � M MAR 22,2007
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FEB. 23, 2007
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SCALE: I"=100' Flarme,,f.-,tl �� 1` °t
`"0 1 JOB NO. 2005-
NNS DWG. 990408,el 5
LOTLINE� FRAMING SPECIFICATIONS FOUNDATION NOTES AGRICULTURo
II II
1. HE FRAMING CONTRACTOR SHALL CAREFULLY EXAMINE ALL EXISTING CONDITIONS GRADING STORAGE ,
PRIOR TO BIDDING AND SHALL INCLUDE ALREMOVALS NECESSARY IN ORDER TO
ACCOMPLISH H NEWCONSTRUCTION. ITISNOTTTHE O
NTEN FH1
E PLANS TO BUILDING
. THE SITE SHALL BE EXCAVATED,BACKFILLED AND GRADED TO HE ELEVATIONS
INDITEM TO BE REMOVED,BUT TO SHOW HE GENERAL SCOPE AND TYPE AND GRADES INDICATED ON THE DRAWINGS.
R
UNE OF FOOTING BELOW uNEDF R00FABOVE REMOVALS
OF REMOVALLSS REQUIRED.
/- UNE0FFo00NGBELOW 2 MATERIALS:ONLY MATERIALS CLASSIFIED IN ASTM D 2487 AS GW,GP AND SW
2. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY AND FREE FROM ROOTS AND OTHER ORGMIC MATTER ARE SATISFACTORY. AT ORIENT, TOWN O F
r _ �_ _ ___ _ _ _ IMPROPER PROTECTION AND SHALL REPAIR ANY DAMAGE CAUSED,WITHOUT EXTRA
--- CHARGETO THE OWNER. 3. CONSERVATION OF TOPSOIL:TOPSOIL SHALL BE REMOVED TO A DEPTH OF 61NCHES
WITHOUT CONTAMINATION WITH SUBSOIL AND STOCKPILED FOR LATER SOUTHOLD SUFFOLK
6LOPE ( SLOPE 3 HE TION OF COR EALED KE ALLURAL E LE ELEMENTS
AND
UTNB CONCERNING HE
�'ffT I ji.� , I LOCATIONOFCONCEALEDSTRUCTURALELEMENTSANDU➢TITLESE SERVICES WIHIN APPLICATION. COUNTY, NEW YORK
I 1
THE PROJECT AREA BEFORE ANY REQUIRED DEMOLITION IS TO TAI�PLACE. HE 4. FILL:FILL SHALL BE CONSTRUCTED AT THE AND LINES AND
34'-8' 10'-0' 29'd" I 3T 7 / I I CONTRACTOR IS TO PROCEED WITH CAUTION DURING ALL DEMOLITION. GRADES INDICATED FILL SHALL BE SATISFACTORY MATERIAL. HE MATERIAL
LL
DEPTHBEPLACEDINSUCCSOD ESSIVEHORN-TNG LAYERSOFB INCHESIN
TO1
1 4. PROVIDE NEW SUPPORTS OFA SUITABLE TYPE FOR EXISTING PLUMBING,CONUITS, DEPTH AND COMPACTED.SUCCESSIVE
HORIZONTAL
LAYS SOF8INHALL BE RESIN LOOSE
WITHIN 6"OF FINISHED GRADE FOR INSTALLATION
uNEOF RIocEAeovE PIGHTING,ETC.ARTITIONS,AND BRACKETS,ETC, DUE TO THE REMOVAL OF EXISTING WALLS, 5 COMPACTION:
EOAST 90 PERCENTHOF�LABORA ORYMAX MUM BE
COOMPACTED TO gF TOPSOIL BY TfIERS. REVISIONS: DESCRIPTION ❑ �1
I 5. TEMPORARY PARTITIONS,ARE TO BE CONSTRUCTED PRIOR TO DEMOLITION. HESE -
4'CONCW We ON GRADE I rsT=v V LONG.SIABON GRADE WALLS ARE TO BE FLOOR TO CEILING AND COMPLETELY SEALED CONSTRUCTION ENSITY.
q•co8c sOB ON GRADE A196W.W.M. I SHALL BE OF 3 � STUDS 16 O.C.W/ GWB ONE SIDE AND 6 MIL POLYETHYLENE 6. PROTECTION NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC 1 REVISED BYJIM BERMEL 32HAT MAY _07
I C t W x6ww.M. WI6X6W.W M. I B TAPED,TOP AND BOTTOM(SEE PLANS FOR LOCATIONS). AND
C - I I AGRICULTURAL OCCUR FROM ANY AND
ANY SETTLEMENT AN WASHING AEREPAIRED
O ELEVATION OCCUR FROM ANY CAUSE,PRIOR TO ACCEPTANCE,SHALL BE REPAIRED -
h1 6. SILLS SHALL BE 2-2'X6'ORAS OTHERWISE INDICATED,PRESSURE TREATED TO
Y 5T 0 I EQUIPMENT RESIST TERMITE INFESTATION,SET ON y'SILL AND SEALER INSULATION SILLSSHALL
AND GRADES RE-ESTABLISHED TO REQUIRED ELEVATIONS AND SLOPES.
EQ IPMENTISTO GE I GARAGE I BE ANCHORED TO MASONRY WITH DIAMETER 18'STEEL ANCHOR BOLTS 5'-0' III
L _ - - - _ YARD STORAGE y�•
- -- -- - - -----) L - - - _ I O.C. EXCAVATION
UP,2R -- - -- as r-�xt� - --- __
7. ALL JOISTS SHALL BE DOUGLAS FIR OR EQUAL F=1,500 MIN BENDING STRESS, 1, PROTECTION
L - E=1,760,000.
L - J
T-0" '-0"RO 5-0' 12'E" J T 2 - 'Wa qR - - - - - - - - - - - - - - - _ -- A. PROTECT TREES, SHRUBS,LAWNS,ROCKOMCROPPING AND OTHER FEATURES
B'-0" -2' e'-0' -2" 8'-0' 13'-3" 8'-0 12'-9" 8. ALL STUDS SHALL BE DOUGLAS FIR,MIN.E=1,214000,Fc GREATER THAN 520,WITH REMAINING AS A PORTION OF FINAL LANDSCAPING.
36-0" - _ -10'-0' 29'-0' 34'-0• 52'-O" 52'-0" BRIDGING AT MID HEIGHT ON WALLS OVER B'-THIGH
541011B. ; PROTECTABOVE AND BELOW GRADE UTILITIES WHICH ARE TO REMAIN. f
9. ALL STRUCTURAL WOODWORK SHALL COMPLY WITH NATIONAL LUMBER MANUFACTURER C. PROTECT EXCAVATIONS BY SHORING,BRACING.SHEET PILING,UNDERPINNING, _
ASSOCIATION AND WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS AND OR OTHER METHODS REQUIRED TO PREVENT CAVE-IN OR LOOSE SOIL FROM
4510" POND PRACTICES. FALLING INTO EXCAVATION.
To POND 10 DOUBLE WOOD JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO DIRECTION OF
FLOOR PLAN JOISTS. D. NOTIFYARCHITECT/ENGINEER OF UNEXPECTED SUBSURFACE CONDITIONS AND
Y 11. FIRESTOP ALL INTERIOR FRAMING AND OVERHANGS WHERE AND AS REQUIRED BY DISCONTINUE AFFECTED WORK IN AREA UNTIL NOTIFIED TO RESUME WORK.
STONE BLOCK WALL CODE. E. PROTECTBOTTOM OF EXCAVATIONS AND SOIL ADJACENT TO AND
72. WHERE JOISTS AND BEAMS FRAME FLUSH,PROVIDE TECO OR EQUAL STEEL HANGERS BENEATH FOUNDATIONS FROM FROST.
SCALE: ° = �'-�° - - ASPHALTIC PAVING AND CONNECTORS FOR SUPPORT. "i
2. EXCAVATION =
13 PROVIDE MIN.2-2'X4°POSTS EACH SIDE OF ALL OPENINGS PROVIDE 3-2'X
A EXCAVATE ILREQUIRED FOR BUILDING FOUNDATIONS,CONSTRUCTION
4'PITS EACH SIDE OF HEADERS AND BEAMS OVERT SPAN. OPERATIONS,AND
AND OTHER WORK. I
14 ALL CONCRETE AND FRAME WALLS SHALL BE ADEQUATELY BRACED AND SHORED 8. REMOVE LUMPED SUBSOIL,BOULDERS,AND ROCK UP TO 113 CU.YD.MEASURED
DURING CONSTRUCTION UNTIL FULLYAND PROPERLY TIED BACKAND CURED. FOLLOW BY VOLUME.REMOVE ALL TREE ROOTS.
CODE REQUIREMENTS AND GOOD CONSTRUCTION PRACTICES FOR SAME. C. FILL OVER-EXCAVATED AREAS UNDER STRUCTURE BEARING SURFACES
15. UNLESS OTHERWISE NOTED,PROVIDE: IN ACCORDANCE WITH DIRECTION BYARCHIECTIENG[NEER.
CUPULA A DOUBLE HEADERJOISTS AND TRIMMERS AT ALL FLOOR
COMPACTTHESE AREAS T095%COMPACTION IN I2"DEEP(MAXIMUM LAYERS). DO NOT SCALE PLANS
STANDING SEAM METAL ROOFING AND SKYLIGHT OPENINGS.
STANDING GUTTE METAL ROBING 4'ALUM.GUTTER TYPICAL FULL PERIMETER B. DOUBLE 2 X 12 HEADERS WITH �'PLYWOOD BETWEEN BAC_ IMLUNG SEAL
RIDGE VENT 4'ALUM GUTTER TYPICAL FULL PERIMETER CONTINOUS RIDGE VENT ALL AT DOOR AND WINDOW OPENINGS.(UNLESS _ - --- _ -
j-CONINOUS RIDGE VENT OTHERWISE NOTED ON PLAN). A. ! BACKFILL ARM TO EONTHURS AND ELEVATIONS USE UNFROZEN MATERIALS.
cv C. 2 ROWS OF VX TCROSS BRIDGING PER JOIST SPAN B. EMPLOY PLACEMENT METHOD SO NOT TO DISTURB OR DAMAGE FOUNDATION
TOP OF C.B:- (8'-0'MAX.). MD PROTECTIVE DRAINAGE,
FOUNDATION DAMPPROOFING OR FOUNDATION WATERPROOFING
EL.66'-10" _ TOP OF COLLAR BMS 16 FLOOR CONSTRUCTION IS TO BE 9"TONGUE AND GROOVE UNDERLAYMENT GLUED AND C BAOKFILLAGAINSTSUPPORTED FOUNDATION WALLS.aACKFILLSIMULTANEOUSLY
--- ----------- --
- NAILED.
= ON EACH SIDE OF UNSUPPORTED FOUNDATION WALLS UNTIL SUPPORTS ARE IN I
I T 4•LD '6" m 17 EXTERIOR SHEATHING TO BE 518"W EXTERIOR PLYWOOD. PLACE.
- 18. ALL FRAMING TO BE MIN 4"CLEAR FROM CHIMNEY D FILL MATERIAL
o r :
k - S7- - 4"LEADER- / 4"LEAD. -.�.', 1. INTERIOR SLAB-ON-GRADE:TYPE A FILL,4 INCHES THICK COMPACTED
ND
FIRST FLOOR m 56'-0" / 9 BY MACMILLAN BLOEDELINATED SVERIFYALL LECTURAL NGTHS IN THE FIELD PBER SHALL R RTE AS O MANUFACTURED
TO 95 PERCENT.
2 EXTERIORSI E OF FOUNDATION WALLS AND RETAINING WALLS OVER
FIR 57'-U" „
FINISHGRADE
- � ¢--0- � / BEAMS. EACH BEAM TO BEAR HE APA SERIES 602 EXPOSURE 1 QUALITY INSPECTION GRANULAR FILTER MATERIAL AND FOUNDATION PERIMETER DRAINAGE:SUBSOIL
1 - \ "_`-_- FIRST FL LMTEDIDL 240 TOTAL
ARE BASED ON 2900 PSI.BENDING WITH DEFLECTION TYPE FILL,TO SUBGRADE ELEVATION,EACH LIFT COMPACTED TO 90
Breger Bermel Associates
_ _ FLOOR - TAL LOAD. FOR BEAMS THAT ARE COMPOSED OF MULTIPLE PERCENT Architects
L 3. FILL UNDER GRASSED AREAS:SUBSOIL FILL,TO6INCHES BELOW FINISH GRADE, 130 West 42nd St.Suite 408, New York, NY 10036
- --- __J_ L -_ --_ - GRADE 5 0� EL.= 54'-0" GIRDERS JOIN WITH A MINIMUM OF TWO ROWS OF tfid COMMON NAILS 12'O.C.
1 L - - _ PAIROFT-0"X8'-0C PAIR OF T-0"X4'-0° (LOCATIONS ARE INDICATED AMIINIMUM'I.
WEST ELEVATION LINE OF CONC.FOOTING _ _ _ - _ RAISED INSULATED PANEL - SWINGING YARD _ o COMPACTED 7090 PERCENT. 212.239.1514 Fax:212.239.1532
GARAGE DOORS -- STORAGE DOORS - 20 DESIGN LOADS: 4. FILL UNDER LANDSCAPED AREAS:SUBSOIL FILL,T012INCHES BROW
STEP FOOTING -� FLOOR:40 P S F.LIVE LOAD ROOF:30 PS F.LIVE LOAD FINISH GRADE,COMPACTED TO 90 PERCENT, E-mail: BmgerQuverizon.net
15 P S.F.DEAD LOAD
SCALE; = ' '-�° LJ 20 P.S.F.DEAD LOAD 5. FILL UNDER ASPHALT AND CONCRETE PAVING TPEA FILL,T06INCHES ,
ATTIC FLOOR: BELOW FINISH PAVING ELEVATION,COMPACTED To 95 PERCENT. 'F`744- -
20P.SF LIVE LOAD
10 P.S.F.DEAD LOAD CONCRETES
D _
- LINEOF GLIDER LINEOF GUrfER UNE OF WALL A. FURNISH AND INSTALL CONCRETE FOUNDATIONS AND SLABS AS INDICATED ON
UNEOFGUTIa
ER THE DRAWINGS.
1.01 REINFORCING STEEL -
_ A. REINFORCING STEEL: ASTM A615,60 KSI YIELD GRADE BILLET STEELDEFORMED X
a B, WELDED STEELFINISH.RS;UNCOATED
WIRE FABRICPLAIN TYPE,ANSVASTM A185. ---'
oo w �TOPOFCOLLA RBMS - 1.02 CONCTRETMATERIALs4 ..r,t • ®^,, ,`
POs oN a = a YEL.64'-O" A MIX CONCRETE IN ACCORDMCE WITH ASTM C94 CONCRETE TO HAVE
3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH V MAXIMUM SLUMP.
eELOW TIP. D b I 1.03 ADMIXTURES
o ry ❑ CONNMIOSRIDGEVETR CONDNU05RIDGEVENT 0 56'-O"
A AIR ENITRAINMENTADMIXTURE.ASTM 0268.
1.04 ACCESSORIES
i{'x 1z•MLI I 1�•x1r MLTYP. 1�'xiz•MLTYP. A OR BARRIER:ASTM D2103,5 MIL THICK CLEAR POLYETHYLENE FILM.
TANDING SEAM
w cONTINUO.B w METAL ROOFING woGE I TANDINGSEAM ROOFING TANDING SEAM FIRST FLOOR 8. NON-SHRINK GROM: PREMIXED COMPOUND WITH NON-METALLIC AGGREGATE,
RIOGEVENT = METAL a I - _ - _ _ CEMENT,WATER REDUCING AND PLASTIC12ING AGENTS: CAPABLE f
8^ I F MEFAL ROOFING EL.= 54'-0"
s o 3 c OF MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
8 WALL < L - 1.05 POROUS FILL
2 � f - STONE BLOCK CURB rI J L1 A. FURNISH,INSTALL AND COMPACT POROUS FILL BELOW CONCRETE PAVING
-- - -- IN CONTACT WITH EARTH,HE POROUS FILL SHALL BE OF BANK-RUN PROJECT TITLE
- - GRAVEL 114"TO 314'MAXIMUM.THICKNESS SHALL BE OF DIMENSIONS AGRICULTURAL
SHOWN.BUT NOT LESS THAN 6INCHES AFTER ROW NG.
I ,I 1.06 FLOOR AND PAVING FINISHES
ST-13"-13"b 37-V �• SOUTH ELEVATION A CONCRETE FLOORS,AND PAVEMENTS,INCLUDING THOSE SURFACES WHICH ARE STORAGE BUILDING
] TO BE COVERED WITH WATERPROOFING,SHALL BE SCREEDED TO REQUIRED
SCALE[8� _ -�� LEVELS,AND COMPACTED WITH POWER DRIVEN FLOATS AS SOON AS CONCRETE
ROOFI� HAS BECOME FIRM ENOUGH TO SUPPORT EQUIPMENT AND OPERATORS -
1 LAN WITHOUT DRESSING THE SURFACE.COMPACTION SHALL CONTINUE UNTIL
CONCRETE IS THOROUGHLY DENSIFIED,BUT NOTTO HE EXTENT OF RESURFACING
SCALE:H° = 'I '-�° NO NOTCHES IN AN APPRECIABLEAMOUM_---- OF WATER,--- DRAWINGTITLE
(��\
MIDDlE,,3 PROPOSED FLOOR
APPIZOt`�rj By
NOTES & SPECIFICATIONS PLM4Nl1N, I PLANS, ROOF PLAN &
TOWN OF SOUTOLD ELEVATIONS
1 CEDAR SIDING TO BE I°X 6'CEDARTRIMCLEAR
HOLEI DIAMETER OF (CLEAR) 7. 032BEMALDIN PRIMEDAP OR AND FLASHING. DATE
HOLE IN 2. CEDAR RAILING 3'-0"HIGH,BALUSTERS 8 POSTS WITH BALL FINIAL TO BE FURNISHED 7. CROWN MOLDING PRIMED AND PAINED TWO COATS(DYKES 205)
MAX.DIAMETER OF 2'X4"=1-1A' MAX DIAMETEROF MAX.DEPTH OF AND INSTALLED.BALUSTERS AND RAIL TO BE SELECTED BY OWNER. 8 1'XB'FASCIA CLEAR CEDAR PRIMED AND PAINTED TWO COATS.
HOLE IN 27(B'=1 a a HOLE IN: NOTCH IN: TO BE PRIMED AND PAINTED WITH TWO COATS PAINT.
2'X4"=I-ir
276'=1� 27(6"=p 3. WOOD SHUTTERS WITH RAISED PANEL DESIGN TO BE AS DISTRIBUTED BY DYKES
9. 1•X8'RAKEeOARD CLEAR CEDAR PRIMED AND PAINTED WITH TWO COATS. � j DATE SCALE
2'X6"=17 2-XB•=2$ 2°XB"=13" LUMBER AND MANUFACTURED BY PRIMED AND TWO COATS PAINTED_ 10 CONNECT ALUMINUM LEADERS TO UNDERGROUND STORAGE WATER MANAGEMENT'SYSTEM I 12-29-2006 AS NOTED
TXIV=3-j� 2%O'=1-" 4 GUTTERS AND LEADERS TO BE WHITE ALUMINUM (SEE SITE PLAN). DRAWN BY DRAWING NUMBER DOORS WAVE
TXIT=3'4 2'X12"=14' 5 FURNISH B INSTALL COPPER,032 BEM EIYAY CAP FLASHING ABOVE ALL WINDOWS AND 11. PROVIDE LIMESTONE TREADS AND RISERS WITH BLUESTONE PORCH AT BREEZ1/\I/\
CUTTING&NOTCHING DETAIL CUTTING&NOTCHING DETAIL PROJECT NUMBER n I
OR WOOD STUDS OR WOOD JOISTS 3005 A