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HomeMy WebLinkAbout1000-101.-1-14.4 au: S C.D.H.S. REF # R10--06-0010 SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-101-01-14.4 SCALE: 1"=100' \\AG• � Q� o, � �' � ° - E JANUARY 24, 2006 �S, �� �Qd� • °��� �'� '�� /,fig A � FEBRUARY 9, 2006 (REVISIONS) ��so a56� '' °^� %, Dc6$• APRIL 10, 2006 (CER7FICATIONS) 005 g, JUNE 12, 2006 (FOUNDATION LOCATION) , s •, �� JULY 7, 2006 (LIPA EASEMENT) G 0\35�51 GP• i 0\$ S AUG.MAR 167,2006 (REVISED EASEMENT) ��r7 ��o i'/, / .�2�0 Q�0� lGR t� Pr ��� o P P�F 5 orj RP�� oR4ER / A B �G � / \ I N S r 25 1 27 1 1 I 35 1 42 �� ,i' \\ �� \,0 �G 150 xl wo. \RTIFIED TO: 136' fSA SANNINO 0 os 16, �.z a ' \� NTHONY SANNINO `\ 1 �� OUNCEL ABSTRACT, INC. ` \ 61 a \ goi U°P HICAGO TITLE INSURANCE COMPANY \ ,�6� 0 ?OPOSED SEPTIC SYSTEM n 1p G 7VE BEDROOM HOUSE) r'o ] 1,500 GALLON SEPTIC TANK 2 \ - \ �.� '- '] LEACHING POOLS 8' DIAMETER x 8' DEEP o \ \\ 0 0 )T NUMBERS REFER TO "MAP OF MINOR SUBDIVISION \\\q, ?EPARED FOR GIORA HANOCH AND HAROLD WA TTS" Z :ED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON 7- �2,. \\� Q� ,> `° Aria) BRUARY 1, 1991 AS FILE NO. 9059. �2� `''��\\� v �' �� ��,�'• am familiar with the STANDARDS FOR APPROVAL gQQ►� JD CONSTRUCTION OF SUBSURFACE SEWAGE yv \ ��� SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES \\ k D� �d will abide by the conditions set forth therein and on the D� ?rmit to construct. ,e location of wells and cesspools shown hereon are )m field observations and or from data obtained from others. Y AL TERA 770M OR ADDITION TO THIS SURVEY IS A VIOLA TION R��+ /� ' Y.S. L/C. N0. 49618 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. '� aj� . G1 CEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS °� 0� I P CONIC YORS, P.C. 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"C"' -fit.' y.�f�r•i\C. _ _`. Section lac-4lrof the Tovn Code. 61r.n _ :` •,�,"zt! .I. .f,Jr -'^;�':«i}fir:' �r• - cree,.uac be5L7;y'..�,"r,:�;'rys'' `,K;"•;Lr':i .t, pp t'+r; .CTt•. ... ::4,k ., 5, Planted➢rlor to the e!as b—ldin ✓•'yi Y 9Damatte ; '.Y• `llti?;• -'1' . �''� }+ ;y,•, .. by the Build-2 OePartment.�C �'<�, d ",F4T; 1PCL.'• ';r•j �' P'1 y �$. The fire well at be SnccallW rlar torr{.,_i"'���,i .. P the tent. 61�alSy+.• f l _ -- •'3[I'�,4. of any bulldingDDeimita by the Sualdlnp DeParLnant. .l•sl'y%:YJJ,,v;� T'Y a - /S.I� .. , :3. A Darmlt from the Pe arwaet !cc!''::"'"• A,P of tobllo Moeke re V' n ,�"CJ..gK...' .:r*• 1,:.i1•,fi" �•%�'��'� ';,lam, ''x',-' �I�t. IMCeaeary foC t7,e oll:aen aCCase •''!"P�- 5 to Lath nBuilditl 1 ane •+ d - y.>•;,W •,t1,,;,•+ TSe Permit must he cuDmittad to she uildin �' �,d'+"•'F-"',i,•:y{+ •�aY' ',•• n run:t•"'•' a nt Prior .7' DeD to h ^r D the taauann'4• of an bu ilding d1n Y 9 i mite h e `1�R, .I'., na Eui .:�i aY'Par Building ",C' :} Y n lie a ta:e Ind VIP Q.�tr.�.t'� ''', .p - I� „ ..j �,. �-`--:,%c;3 1¢�3t!�nrs,rd.r.T.f 'r:a '�,y�,'.a•';'��i R''`v;:iri.r., rt,� t 'r�...a:; .,fir.,: L'j"1 ":wrt''•j',I,".'r:91%y1•!;'SiN�.w' 5'CrA,. •IJG,iE,✓, �•er� ,1:c ,;{. y'f;'-w t+'.�h; _ , 11 :m .,[ ,�' ,I. .,. .. •. A.'F71rJi��+,:'�},`P�,SI�iU1/.:;rY,�' .'D.'�A^:_ +kCT ':QC�NS'.,• af,; ..-.....--_'___. :., ��tr1t N I I ' 2 CF 1'IU;J' t z•IZI:,bi.r „2 _';> Ari' L i,•,. .f I'r� rt• t' "I � I ..r;, '��., _C••� ,. �,,,"J1... V. i P'�� �1 .. - i, i''' ?.wh7rc._:�;u,�?,�;,�''�"_•iF�'%y�ii:Y,t+i.flF'�':{• `�'hA'rF�'7':i`' qi;�:p': ,j ,�I' >, H%ILL•6Q_: fri«I^'1>7r:'1�F'+ tA° rr:��%. Tr1'}.i? ;:t'•t '.�, i^_-`-:'� ~h =in "4ir a• :G.•IF:�: hs�'d',',_t7k:ksrEi'T 4:;-�is:fk"''�t fir•: I fist .r>� �'' t,,,,al".:, •:.. ' LJ t�G 'SIRi ON i ,.ilo` ETUILD1 - .TYF`,ir`�CL::.,i'.��:, .. ;d,ti :•-',7,>;,,i'.'r':'"',,. ;�r,'M : _ fr1.OF'{ 'J•.I. NC. w �-. _ • ."ti"'V` .7"dtf'$i•'N,l'/L ', ^fi..3.r-: ,an..rw.s,ni ,, c n! 1 " I,• O 1?N I O .7 _ '_,,.��:'—•.'-.,_ ,P,W- 5Y5I74•' .Y.A''• ,•'•'.';;r t.,f.,�Y r ,� l '.., �:F'e,;�_•:.-r+:� "knr'"':7.5a�u.•n. _:,: m I S" •i � � I^ , ��' T�- .r bol=" .�i`,;',;:..ryranw,ii;, '�'-<'ac ,:;, :.6�,•.dr..wferr, < '.17 � ,' -' :i'�•'P".:v ,G> >i•�^.' ,u:�,..warY'waw..c, �t� so •� r,a? c-3','�;,xa;.A-:ryaww h• _ -'J•� N:+'.L 4i _ - 'i=';,JrdL';,fi�,:ti� " -1-:.;!.-,;ini'k^�`' :•,::�Jr pinprelsFiwtU'wrlan. I I i,(. N(„ 7 O r9 .L•,i y d .. :it"M.' ., .1 y' :,.q: _:fh1. �;' p.R,na.aa1 T Q. I� 5 "t .'� rr Wt:,.. y^ih"3F''`{{ ,��rr.�ron•iwr,artwnaaa,nl .I`_I.' 1 I , a- vO I`. } ''`,�, 'GfYi '1,' r'rrexVi ti+Srn+►MIMa6nCW kYJ'I .-.ti: _•.T-;_ .61:J,�,;, i• - ', 'r "•-.:' .t..,,: �'tij'tl:. �un ,YM„�arrrvMraJw KL ., I r.' l9'el t� t ., 'TNAT Nb _tpN1Nt�MAP 16 tfl55tH 1,. Icti �, i-,._,�pM .O • -Li '��.Iq - .��+.� I. .- "' Icd, 'I Fl:A2EA I[THAT THtS MAP we15.MADE YUS P'.•I:('t,° , C'.rl46�'21 VCVVAY I'G a:•I:rL��.�EIJt>�y C;�1_M1h rNA�n wi. � vL,W.R' `6 Y� I.A,41{ ll:Cl"iNv'I .i,ily�C+,••..raq:r'ti{i'` 41,L•Tt l•wN:,M�)'5 MAVC diL§,SET A_I I I,:v) 1..}iiC 1 '` . _,,,,.:. � i :' .- �'�,F"''rya l�; L� r4i:• � �..a..�.t .. T3CS1 'IAV NA 'AND' RECI id Nl5 _ e le zh - t - fz':1/"" - ;•,' 5TR1C710N5'WNCF1-AFFECT S`� `511kDI`15101J' "4 vi.,, .•rt: �st ;, r - 1 xHV' ,`r. Cv�yfi�y�1 1055y _ -ti:a •�t't'h:� aJ,,, ".(;`"�'. f�1,5' Ef11. 1 'CH 'S'J 'r� , •I-r'I -�+ .�/r.J., .:.',^'t�'ot.;: r -'- - -. .,. ;� t)TFu 2-p •, a The a•, r, ,, , garage shall be separated 6'�t ,Z _ ........ _ �3`�z_.._. .-. . _. . _.. - _.... _7 A _ --- _ --- -_ ...._.._.._.— - -—- -a -— from the mtdmce �iu�area by vent _._ ----------------- ---•--. � and tal or ical snaratiens confagning to„Sections R3309 2 1 and 309-2.4 R3t)9..2.1%7trdW Uplatiens.Where panitions are Leto atlic_the partition assembly abaft bare /� ja*rkti on. In ►igu- af providing partitions that hAve.11 /,41o1 flre-retista nee rating-onClay rofs/*;irfth,thick. L=TX mfitinhmird mLY.Jx' l an thegr�tss side en one 1_aWr of IA-inch-thick . voLm b..� -X R &' board eaaj,J�i sta3 inn t � si side AMlication%hall be in swat& t with SCy ion 11702.3. 6 � i R309.2.2 Harl2agial tenarations Where horizontal cortttruc ion iS used m acparalt lhr, garage from thet_ dt=or etc a -NO canwiction shall be protected with e C Q I i I fI /�i31/t~� �I �� 110001111i lima"I Am the horizontal � is s floor- ceiling assembly, the structure supporting the separadmi ' shall also be protected by not less than!41t inch(IIJ 7 mm) J=-X gypsum board or equivalent.' -21 -3 i A p Uc r ►'�' SECTION R316 2 j� `fER � I S�Ley �{`� GUARDS 1 N /r2=t3�� 26 (-�y i ,c'S v ' 6' /U-cam'' S '03 40 \ R3141 Guards required.Porches,balconies or raised floor 11 (e �6_ ►� Q. -- - .._ _. ..___._ •I surf;ei►otated more than 30 inc (762 mm)above the floor inches _�- Y or grade'btlow shall here guards not less than 36 inches Ql�rttgtji .beight.Opensidesofstairswithatotalriseofmore N I>r O t1>at►341ts6 min)above the hoar or grade below shalt ",�► kss**n 34 inches(964 mm)in height mea- - I htt�. d1 -` " Q ------------.--------.-.._. -- C�i'L/i✓G�' `Y �° u _ j (O surdvatti ;fi�tn t}te.uasiug of the treads. �' o.. ^►1{ Ill �� IV 1 a I6. :.. ,L,, :. N J L-5 �'� + Y ;r Ilplbfia �ltntious.Required guards on open �� A//.G:c.g . -��1 I "1 ' ' 040 4f a � � � \q. •.;,, Ss��ty�sr't'a�sid floo�t a�as, balconies and porches '� s / r �Y I fi `t O r " Y" alwlt#te a Jntersttedf*W-ra%: G ��.,e;e l .+�-•r a. .a,:.'. or otnitr+ental closures that do G z 4 2 ---- . pot altryar patasae offt spherR 4'incltas(►02 mm)or more is Ir 24 -- '--- - --- -- QC ;.A?y` ns."11tRzMl`rpent formed by tba riser, F= r s to - _ %! a!/E✓% ; 0 dc' �'' - ., .. ,,,' rtS1 pf a gt+asdh ktt apen aide of a stitirv►ay a sith't a spb�►4.6 inches ,, i \ a\ '\ O L '71,tQ, �_ �� � 1 L•fT. p , ' /`,pL I ,� \D G / � '�L/..7 /4� �M. ` ��7 Kr 1 � .:i>i�!' �;.��;`�t_tr'•T '•;p r'N•�r-�`p".' U$lt. < -3=7 4 �=/ ' _ �* 3_ ono o N 10. 0 V \ i a` t 4N i d°'a' C Y Y Y.'f+T?COD+oe"'ry f'?L 19A'YA"..CW.s. r -- .,,o \�'`- VIL , 4K4 . f ' �sc".c- y:r9.c'9y`c�fa1G, ! •\� `f ` I I � of =C .Z-O Ag .e' �;/4CG7Qosa� 41 � `C• �.,` � \ } lit` / r N N i --� .,� /9CQ r•�C.�►� 1 r` Y v � r r i �� N I e � 1 Ir -14 — ter—• •� , 1 � I Qq-¢� .-••---- -___ .. . __.._. _ . ._ _.. .. . .... /G?-per._.._._..__ .._ _ ._..___._..._.. .---•----- ---.._.—.--_.�.©y_ I s��'• � =�-0 9�� .ram�,P�I.�f.��� N c 7.?e7 �;i y-•Q.Q. 8 PPROVED BY:SGAI.E:�i�-���j�_ DRAWN BY,f?� DATE: REVISED Z - Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y 11763 631-654-4949 it DRAWING NUMBER ii y r--- � i N I N r r� offrAC -41010 2 � xx�, 0 t^otoll, NE 4ej o:fl3 yLe I in z, ! --- L I J I I 00 z L xewv I mr SCALE: APPROVED BY: DRAWN BY DATE: REVISED Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 631 -654-4949 DRAWING NUMBER 24'-O" GENERAL NOTES: (NEW) I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM 5101N6 TO TO THE RESIDENTIAL CODE OF NEWYORK STATE. 2032 AN41 (NEH) - MATGH EXI5TING 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN ANDERTHE APPLICABLE TRADES. HINDON EN -- 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ' no (� 01 WINDOWS OR ORDERIN6 MATERIALS OR COMMENCIN6 CONSTRUCTION FIELD VERIFIED DIMENSIONS EQUIVALENT (NEH) SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF CONFLICTS. 6" -7 0 (V I I T W DOW5 OR 4. ALL CONCRETE SHALL BE MINIMUM Fc= 5,000 PSI STREN6TH AT 28 DAY TEST. lfl BATH _ , —� EQUIVALENT ROOM N _� 1 1 vl - _ (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM N Fc= 5,500 PSI STRENGTH AT 28 DAY TEST) - - _ — 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 5,000 L.B. PER S.F. m _ 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH N.Y.S. AND LOCAL CODES. A ' ® - tn (NE4 1. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. 3' HIGH BOARD OF FIRE UNDERWRITERS. RAILING 8. ALL LUMBER SHALL BE DOU6LA5/FIR No. 2 OR BETTER, MIN. Fb=5 75 P.5.1. 1JNLE55 �y m ' OTHERWISE NOTED. 4'-4" 3'-O" -1'-1O" "" _-_-^ - - a• ALL STRUCTURAL HEADERS TO SE (2) 2"xb" UNLESS OTHERWISE NOTED. _ 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL I I _ �y �q — (EXISTING) II. ALL HVAG EQUIPMENT SHALL MEET REQUIREMENTS OF THE N.Y.S. ENERGY VINYL 51DIN6 CONSERVATION CONSTRUCTION CODE REQUIREMENTS. TO REMAIN -- ------ 12. HABITABLE SPACE MUST MEET E6RE55 REQUIREMENTS PER N.Y.S. CODE SECTION R310.1.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. -- (EXI5TING) HEIGHT, 5.1 S.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN BEDROOM t- i i _ — WINDOWS TO 44 INCHES ABOVE FINISHED FLOOR. __ i i -- --- - — ---_- —-------- - _^--- REMAIN 15. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. - 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL vl11 O _ HEIGHT LESS THAN 60" ABOVE FINISH FLOOR AS PER NEW YORK STATE RESIDENTIAL i i -I FIN 15HED I I CODE SECTION R-508 4 R-508.4(q). GRADE I i i 15. GLAZING SHALL CONFORM TO NEW YORK STATE RESIDENTIAL CODE SECTION R-505 d R-308.40. THRU 11). I I L--J 4'-3" 8' O" 4'-3" \!D m m ---- ------ ----------- X15TIN6) (EXISTING) ROOF 3046 3046 RAFTERS RIDGE BEAM NEW DECK B EXT'6 5EGTION OF WALL TO BE REMOVED L E O E N D (EXISTING) GEILING J015T _PROPOSED 2ND LEVEL PLAN EXISTING WALLS E (N W) SGALEr I/4" = I'-O" SIDING TO -STUD WALL I LAYER 5/5" GYP. Bp. - rolmmw oilMATCH BOTH SIDES OF 4" WOOD STUDS (9 16" EXI5TING O.G. (NEW) GYP. BD R-50 IN5UL. (NEW) O 3' HIGH RAILING EXI5TING WALL 5EGTION TO BE REMOVED cfJ (NEW) 3/4" Td 6 5/4" AGO DECKING SUBFLOOR 2"X4" AGO 5LEEPER5 WATER PROOF MEMBRANE 6 23 _O (Off (EX 15TI NI6) LAUNDRY/ MUD AJ520 X 14" F.J. R EQ IN5UL• +4' VTR. I v- I 2R (NEW) I I 1 R-30 IN5UL. �Y > >/r (EX15T1N6) EXT'G 211xIO" G.J. 5 GAR GARAGE I I I I-xc. uv. I/2" GYP. BD (EXISTING) 4" P. GONG. SLAB SHOWER (EXISTING) (NEW) 2nd FLOOR COMPUTER RM. O = R-30 IN5UL. I (EXI5TING) p N 3 GAR 6ARA6E cSJ (NEW) R-Ia INSUL, SEGT I ON 11E 11 SCALE, 1/4" = 1'-0" a EXT'G AJ520 X 14" F.J. BUILDING O FIRE RETARD A5 PER I NY5 GODS REQMT5. O 4' F IST FLOOR I T- (EX I STI N6,) TO EXISTING 6" SANITARY SYSTEM 6' H. TRAP 3 GAR GARAGE FIN. FL. -- - -- -- -- - -- -- --—-- -- - ® HOUSE PLUMBING R15ER (SANITARY WASTE) SIN (EXISTING) 4" P. GONG. SLAB FINISHED G FINISH RADE PROPOSED RENOVATION (EXISTING) GRADE ANTHONY SANN I NO NY 8' P. G. FOUNDATION o vnHs LAW. sc,mx. A5 NOTED I APPPavm BY' vRAm or. JT vAT>=� 05-25-08 ar=v,�.,�er. LONER LEVEL PLAN (EXI5TIN6) SEGT 101� 11A - All Robert J. Gruber - Architect SCALES I/4" = I'-0" SCALE, 1/4" = 1'-0" 416 Expresswag Drive 5o. Medford, N.Y. 11163 (631) 654-4g4a PLAWELEVATION5/5EGTION HimOF#o8I 38'-O" 38 t_O 40 UP Nib ( V N13 O 0 ° 5TORACGE LOFT = -� 3 HIGH RAILING POST I O i X 3o I (2) 1-5/4" X 1-1/2" LVL GIRDER , � 3 HIGH � RAILING -- ---t--O--i -- -- i--O—+--- -- -- N L_ _J '7 1_2 _1 t_2 I 1_2 A O (3) 2"X6" P05T „ 74 � 3v � � TO RIDGE 21 a (3) 2"X6" POST (5) 2"X6" POST (5) 2"X6" p/ I TO RIDGE POST A Lu N I ryI (Oil .0 IST FLOOR PLAN LOFT FLAN SCALEt 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 10" GONG. FND WALL OVER IS"XIO" DEEP GONG. FT65. STEPPED FOOTINGS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — .,:.. f ,. 1 .., �:.,.: Y:.. ir ' I IZa . GONG. FND WALL m I I ( I OVER I6"XIO" DEEP GONG. FTG5. W5X24 STL GIRDER I { I cv I I II BEAM POCKET I -+1--, -+ `0 -is II I I 1 I II I -- -- 7 PLGS. -----�,--- -+---------�- --- �y i i - WSX24 STL GIRDER I`---tl- O = CELLAR I I cw I I I I II o 4" P. GONG. SLAB • W/#3 REBAR (p 5" O.G. UNEXCAVATED I "y it I I I I 4 P. GONG. SLAB �- WaX24 5TL GIRDER I I I lo" I t5'-o" lo" I I 2o'-a" . I a" I ±. lL — - — — — — — — — — — — — — -J f — — — - - - - - - -- - - - -•— -� "' I STEPPED FOOTINGS PROPOSED AGRIGULTRUAL BUILDING AEFtED gRCy�T -V J. GRG �C j 1490 ALVAH5 LANE. ANTHONY SANK I NOGUTGHoete Mr SCALE, AS NOTED APPR&vSD Byl DRAM an JT FOUNDATION PLAN DATE. 05-25-08 ��Br. 50ALEt 1/4" = 1'-0" Robert J. Gruber - ArGhitI �"1 I3571 ,� 4-16 Ex re55wa Drive 5o. Medford, N.Y. 11-163 (630 654-04`1_ F OF NEIV y0 FOUNDATION PLAN / 15T FLOOR PLAN I OF .,oat #oa- 5 LVL RIDGE BEAM � 0 G HURRICANE CLIFS EA. RAFTER 5TORA6E LOFT O HURRICANE GLIFS O EA. RAFTER N 4" 5TL. COLUMN 4" P.G. SLAB .o W/#5 REBAR a 5" O.G. ON r UFX-56-22 &A. 5TL. FORM DECKING FINISHED GRADE ----------i ' FINISHED ' SILL CONSTRUCTION &RAPE W5X24 2X6'9 WOOD SILL (AGGt) 5TL GIRDER SILL GASKET COFFER TERMITE SHIELD O ANCHOR W/ 5/6" VIA. ANCHOR BOLTS AT 4' O.G. AND MAX. 12" :. FROM CORNERS SPLICED JOINTS 10 POURED GONG. "� 4" P.G. SLAB FND WALL OVER 10"XIS" GONG. FTG5. 5EGT I ON A-A SCALE: 1/4"=I'-O" (2) 1-5/4"X 11-1/5" LVL RI D6E BEAM 2"X loll R.R. I6" O.G. i I IL 'I 3' HIGH RAILING �---(2) 2"X 12" HEADER SILL CONSTRUCTION BE 5' HIGH 2X6's WOOD SILL (A00) 4" P.G. SLAB RAILING SILL 6A5KET N,/#5 REBAR (p 51+ O.C, ON 4" 5TL. COFFER TERMITE SHIELD UFX-56-22 &A. 5TL. rORIM COLUMN ANCHOR W/ 5/5" VIA. ANCHOR DECKING BOLTS AT 4' O.G. AND MAX. 12" FROM CORNERS $ 5FLICED JOINTS 6" P.G. SLAB - W/#5 REBAR 0 5" O.G. FINISHED GRADE T FINISHED &MADE WSX24 '. 5TL. 61RDER ` 21-6"X2'-611X 1:2 DEEP ` T P. GONG. FTG5. allPOURED GONG. FND WALL OVER N 8"X16" GONG. FTG5. 10 POURED GO 5TEPPED FND WALL OVER " FOOTINGS Y•. 10"XIS'' GONG. FT65. `�t' j-- -" ����� r.. �� PROPOSED ,4GRIGULTRUAL BUILDING 4" P.G. SLAB � l a c ��� ">� ONY SA�NN�NO ��, �R J. G,Q � '1490 ALVAHS LATE. ANTHONYA GITGFI06UE M( SECT I Oil �—B AS NOTED A�°"ED�� .RAW�I erg JT E. 14"=I'-O" 1 �yrv':` DATE. 05-25-0e, Robert J. Gruber Architect s 13571 0� 416 Ex re5swa Drive 5o. Medford, N.Y. 11�163 (631) 654-4g4q TF 4F N Ew y20 5EGTION5 #oa,ass ASPHALT SHINGLES ASPHALT SH I NGLE5 - 15 LB. UNDERLAYMENT ON 5/5" THK. GDX PLYWD. 5HEATHIN6 4 FINISHED FINISHED 1 _ GRADE I GRADE , I -------------=----------------------- m , L--------- ----------------- I ' I I ' 10" P. . FOUNDATION 10 P.G. FOUNDATION 5TEPPED FOOTINGS I ' I I I I - ------' ---------- - ----------r _J J - Lr4iJ NORTH ELEVATION NE5T ELEVATION 50ALE: 1/4"=I'-O" 50ALE: 1/4"=I'-O" ASPHALT SH I NGLE5 ASPHALT SHINGLES -- 15 LB. UNDERLAYMENT ON 5/5" THK. GDX PLYWD. SHEATHING O p N N FINISHED I FINISHED I GRADE i GRADE ,- ----------------------- ----------------------� I I I I L-------------------------- ---------------------r� I I � � 10" P.G. FOUNDATION i ; i i 10" P.G. FOUNDATION 1 i I 1 I I STEP ED FOOTINGS I I rl ---- 1 I j I I I 1 I L- - I ------------ ------------- -------------- -------------- , J I 1 I I I I -------------------------------4 1---- -------------------------- --------- -----rzf �----a --- L__ J ----------- ------------------------------------ L _J L___J �D A PROP05ED AGRIGULTRUAL BUILDING 5OUTH ELEVATION EA5T ELEVATION ,tS� �� SG LE: I/4"=1'-O° 5GALE: I/4"=1'-0" � ��� G �� ANTHONY 51�NNINO J• G 7490 ALVAHS LANE. WMA06M.NY �0 r F� SCALE, A5 NOTED ArPRovEv Vrt vRAm sy. JT �t.' vATE. 05-25-05 R1 MSM 6Y, -� Robert J. Gruber - Architect S+l 13571 ,E 416 Expresswaq Drive 5o. Medford, N.Y. 11163 (b31) 654-4g4q TF Qf NEW He KNIUM ELE1//4TION5 � OF � 5