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HomeMy WebLinkAbout23942-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: 2-25797 Date: 06/25/98 THIS CERTIFIES that the building ACCESSORY Location of Property: 3450 PRIVATE RD #13 MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 105 Block 1 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 19, 1997 pursuant to which Building Permit No. 23942-Z dated FEBRUARY 26, 1997 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NON-HABITABLE ACCESSORY STORAGE BUILDING AS APPLIED FOR. The certificate is issued to ARTHUR BURNS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-97-0117 05/04/98 ELECTRICAL CERTIFICATE NO. N455120 06/03/98 PLUMBERS CERTIFICATION DATED 04/06/98 ALGOZZINO PLUMB.&HEATING Bu ding Inspector Rev. 1/81 POEM X0. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N° 23942 Z Date ............. �.......................... 192! Permission is hereby granted to: �j ......./.l...c... ........... �..3..................................... . ....�'.�. r174��/ ....... ..:.. .. ./1.yJr�.. to ...:.......4...... r!�/..... .. . e l,�t1 �......5!✓�����..... mss...!MMR ......� ....A �. :� .�.. � .... ..... ..... .... .. ....... .. at premises located at �.t1.15..4E �f�ffi�/}T .....,l4L �./ ......... ........... . ................. 3........................fid.............. . 4�...... X.- ...:.................................. ................................................................................................................................................................. County Tax Map No. 1000 Section ....ld�....... Block ........C21...... Lot No. ......e,�......... pursuant to application dated ......../If(ls .....atl.................... 19../.. and approved by the Building Inspector. Fee :• •••••• .... . .. . ............................ ul/in .. BuiInspector Rev. 6/30/80 Form No. 6 J TOWN OF SOUTHOLD BUILDING DEPARTMENT � '` TOWN HALL 765-1802 "�) (Z ld�s (4- LA APPLICATION FOR CERTIFICATE OF OCCUPANCY o�� 3�S ,ai (, N` f 0- A. This application must be filled in b t �M pp y typewriter OP, ink and su fitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buil ings, property lines, C! streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewe -disposal(57!:9 f,orm) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: , 1 . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. �. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .25C, 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date .J.Q..�g. . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . Old Or Pre-existing Building. . . . . . . . . . . . . . . . . Location of Property. . . .. . .. . . . . TLI i?C, / i7ZT 7CJ . . . . . . House No. 11�' Street Hamlet Onweror Owners of Property.P+gllVK. ��s. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . X� . .. . . ..Block. .. . .t . .. . . . . . . .Lot. .,.f. L .. . . . . . . . . . . . . . . . Subdivision. . . .. . .... .. . . . �14 . . . . . . . . . . . . . . . . . . . .Filed Map. . . .1g11;t. . . .Lot. Jj 114 . . . . .1. . . . . . . . . Permit No. . . ✓.�J.,�. . . . .Date Of Permit. . .. . . . . . . . . . . . . Health Dept. Approval. ©: / 7:d f11 . . . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . .14{ . .. . . . . . . . . . . . . . Request for: Temporary Certificate. .. .. . . . . . . Final Certicate. .X . . . . . . Fee Submitted: $. Qac �Y� V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cc -Z o?S-)f� APPLICANT KEITH EDMUNDS TEL :716-381-2648 Jul 29 , 96 22 :20 No .001 P . 02 �1V- 6w 02,Al!!� , I ISI j I ( ; I I { coy I , I �- � I � f I ' 1 I I ' 1 I i I I I i i Li11l.DINoi E ER A[ RN IRCLE j i I IPfi FORD, Y 1/$a4-�lY LLL1lll---...111 ' i I ' I i � { I � I j i � it I�I r., { • I '�-- i i ! I I i j l i l : Ir IUb i I I f f i I a i l JUL 25 '96 28:54 71F. 7PI ar.JP anrF r,,rao KEITH EDMUNDS TEL :716-381-2648 Jul 29 .96 22 :21 No .001 P .03 P:1{1n No. of proposal ALLWOOD STRUCTURES P.O. Box 58 GREENTOWN, OHIO 44630 1 U 1.800.247.0241 Prod. Dept 1.800.858.0921 -- at—RisAI Aiidmn IED lb F4i0Nr .. —TF 61 ... clTy,arnn.Alld ZIP000C Jon I_ocAriDN s►� 9�- 9S3ro ob _ ARUFll I IUI DAT 11PPIENS�� J(kf YZNC WD hera6yTreated ublila ef uarstions and estimates for � � ' Treat d Pasts � !fz{tipe "Ce( Treated Kickboards _ .. .........._.. 2x4 Framework 2' o c �D T"—"wW Rafters .... .. . ............. . p,s$ ftoof Sheathing (ul64�, Fiberglass Shingles (Manufacturer Warrantee 20 yr./50 m.p,h,) Color Siding Color Trimo l_ Color a Door (s) . q Entry Door (s) b4.......q ti4?,.. ..l±t - ..... . . . ....... Or prropost hereby to furnl^J h material and labor—complete in accordance with above specifications,for ilia sum ot: Pyo qt Iey edo Wluw� 1 Osit w epcontract, Z4, i (-0- when materials delivered ,2000- 2� When roof is Felted, 1 ,23Ym when done All mati-sol le UuArAnmod to be as specked. All work to be wlAnheml in A workmanli" - nLlen(N PennrdlnB to alandttrd auu.�iur^:,Any AllAration or deviation Inall aDOVe SpeCauaona Ululuud inwkall;IuHM[Afti%w111 be oxotoloo Only open written orduN arvi will bromp.An nwm `r10RatUfC uhnl{Ie Oynf and above IFN' oslinann All nguxnnanla contingent upon SlrikW, aeeldenls m drdny,.lwy ml our eorivol,owner b carry fire,tornado and oawr n!xe^::.uy;nwnanrn Notc:'Ibu yropo.al may he vu h w ilklmu.y:(xanpenssvon Insurance. withdrawn by H i1 i t ecccpted within _,_.... _. y1a _.. ..-. days, W'I,tA(�g?.tea :9j.kt..�.Ya a y. Arreptaure of 1',1rD}trlsnl —theaboveprice.,specifications and conditions arc sulislacWry a,,d arc hclohy Accepted, low are authorized Signature _.. .._.._, In do fire mmk as Nptvo rcd. Payalorli µ9l1 hn mate at nutlined above. Data of Acceptance:__... .— Signature JUL 29 196 20:S4 716 381 2648 PAGE.003 P l r:!.I) I tIJ i•!!C I' Ut( HP:;'UH I' -I)A-('I•: CUNMIit('I'_i -------------------'-- — -----•---------- ---- ----- PryIINI)A'I'[ON ( I')'I') isis I FOUNNA'1'I ON ( 2t1l) I I r unnrti r•stAra". s PLUMB I NC II y l I N e1 N.A'i'10N !'Rli N. T . ;rn'rr crN�.ru:Y I it II -am— a--a—m—as—_----ate_-a--.,--r_--� t_a r I PINAI. i II R .L _ ... . . .. I �r ra__-_ •--a.,a- s-aa-.rral„_m_r�s� ------ ---- -----. �...-.ter-,am„-�-,,.- .tea:-.��.�„_-,_____s----a,..,- s ADI)ITIMMi. COHHF.N'7S: z -ev ------a-z-.-e :1 t'1 �7 KEITH EDMUNDS TEL :716-381-2648 Jul 29 .96 22 :20 No .001 P .02 r{ r/KG ba COQA�(A� I Vim, I. I jI IN, I � I !,U?x F I _ _ I � I I I j I I I I I I I _.__.. ._..+.,. .. ..._..7 EA DER I IL IRCLE I j j jPh T$Fc RD. Y 1 1E I , I Irp I I I I I I I t I"' I its illl I I i I. jlj � i {{ � JUL 29 '96 2054 716 331 2648 PAGE.002 / 'fP epof�gN\1 Up 0 G v ' I � \ N CPQ SpN�oPGN O� S� pO �Ne O �o p� 3o^ \ ,mac 2 tL 4 ° t O�0 � ca o, pPOV�b G 2 N O �o Z y N n U O O. LP o-0 n. i 717 A. � � b NQ N O. 2 }i $0\\5 � g6 Z/ jq al j 3I ;7- 3 765-1802 BUILDING DEPT. INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] j�UNDIATION 2ND [ ] INSULATION [ �] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS-i DATE S/Wy 7 INSPECTOR '� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMIING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C DATE l INSPECTOR �,�o `� T6S-1802 BUILDING DEPT. 1 NSPECT10 [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ j FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: _ DATE /e? INSPECTOR �� 765-1802 BUILDING DEPT. INSPECT 10 [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE ,�O INSPECTOR .(� F. THE NEW YORK BOARD OF FIRE UNDERWRITERS P-1fc? I 102>l47 BUREAU OF ELECTRICITY u F_ 40 FULTON STREET, NEW YORK, NY 10038 u Date IUNE 03.19'.113 Application No. on file 1G1U61'1S 'n8 N 455120 THIS CERTIFIES THAT _ u only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of y n o- AUR WR BURNS, RLrl'H ROA)). MATCITUCK. Ni c in the following location; ❑ Basement ❑ Ist Fl. ❑ 2nd Fl. (]kR C�T Section Block Lot was examined on RoL1 n'1998 and found to be in compliance with the National Electrical Code. c FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS r- OUTLETS RECEPTACLES SWITCHES INCANDESCENT FLUORESCENT I OTHER AMT. I K.W. AMT. K.W. AMT, K.W. AMT. K.W. AMT. H.P. C L- 15 L" 1i 15 E E DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS UNIT HEATERS MULTI-OUTLET DIMMERS D _ BELL SYSTEMS E AMT. K.W. OIL H.P. GAS H.I'. AMT. NO. A.W.G. AMT. AMP. AMT, AMPS. TRANS. AMT. I H.P. NO.OF FEET AMT, WATTS L 1 F E SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A 'N G. A.W.G. A W G. AMT. AMP. NPF EQUIP. 1 e EN' 1 0 SW 3 0 3W 3 0 6W PER 0 OF CC,GOND. NO.OF HI-UG OF w:LEG NO.OF NEUTRALS OF NEUTRAL r. c OTHER APPARATUS: L L FM( . WATER HFATF.RS; : 1—J.5 6.W. G.F.C. I :-4 r BRIGHT IDE:1S ELECTRIC INC LIC.#3.9 4- 207A WAKR[AN ROAD HAMPTON BAYS, NSP 11916 GENERAL MANAGER } f Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE igSPECTO .2�% ),+.dud MY.B,T.U.Form 8007•8.78-7UJl-BuB+iu+uJ SJe UceJ, w,di Co•eum,.g.uw G,�u.....An,-Ind.,,J u+l oe Cmpm."on, + t _ CONSULTi �YYOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONL aA001 PAGE2O? . 29313 ph 1 THIS INDENTURE, made the day of ��� nineteen hundred and eighty-one J ` BETWRRN STEPHEN, M. MCCOY, residing at 554 Argyle Road, Brooklyn, NY 11230 J ' _L_ .1 party of the first part, and ARTHUR J* BURNS, residing at 530 East 72nd Street, New York, NY 10021, 10 party of the second part, - WITNESSETH, that the party of the first part, in consideration of Ten and 00/100-------------------- ($10.00)------------------------------------------------------------------dollars, lawful money of the United States, and other good and valuable consideration paid bbl by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, �`: •, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, 3/ lying and being kx:ft at Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows : DISTRICT \ 1000 BEGINNING at a point on the ordinary high water mark of the Long Island Sound at the northwest corner of land now or formerly of Warren B. Brady and Mary S. Brady; SECTION 105.00 RUNNING THENCE along said land now or formerly of Brady, South 230 23' 40" East 1075.00 feet to land now or formerly of Murphy; BLOCK 01.00 THENCE South 680 11' 50" West along said land now or formerly of Murphy 228.40 feet to land now or formerly of J. W. Cooper; LOT 004.000 THENCE along the easterly side of land now or formerly of J. W. Cooper North 230 15' West 170 feet to a stake; North 220 44 ' 40" West 122.20 feet to another stake; North 210 9' 10" West 290.74 feet to another stake; North 240 03' 30" West 208.51 feet to a concrete monument set in the top of a bluff; North 250 08' West 285.00 feet to the ordinary high water mark of Long Island Sound; THENCE along said high water mark on a tie line course of North 680 30' 20" East a /y distance of 226.28 feet to the ,point or place of BEGINNING. TOGETHER with the privilege of use of a right of way 25 feet wide%on the easterly side of farm land formerly owned by Brown, south of the premises herein described and to the south of plots heretofore sold by Brown to Rose Rohdenburg and to Harrison Smith and right to use the road connecting the said right of way and Y L\`SJJ running in a westerly direction therefrom and then in a northerly direction to a right of way laid out by the seller immediately south of the said two plots sold to said Rose Rolldenburg and Harrison Smith, and the privilege of using the latter to the premises herein above described, but with the provision that at any time if UI Brown shall see fit to provide a different road connecting the first mentioned Q right of way and the last mentioned right of way and grant the rights to the buyer to use the same either he shall have the right to make such change. \ TOGETHER with a non-exclusive easement of ingress and egress, for pedestrian and vehicular traffic over a certain 50 ft. wide right of way to Ruth Road Vas more 1 particularly bounded and described as follows: WfA� AOtl'y ARTHUR 1. FELICE F r, n R D F. D MAY pr) 1981 !deck of �ulfalk County, ,.;b ksao�PAGEzo� BEGINNING at a point in the northwesterly terminus of the herein described right of way and at the southwesterly corner of premises now or formerly of W. Brady and RUNNING THENCE North 680 11' 50" East along land now or formerly of W. Brady and S. Sledjeski a distance of 560.50 feet to a point; A THENCE North 220 22' 20" West along land now or formerly of S. Sledjeski a dis- tance of 127.34 feet to a point; THENCE North 720 13' 50" East along land of Pike and others a distance of 50.16 feet to the westerly terminus of Ruth Road; THENCE South 220 22' 20" East along the westerly terminus of Ruth Road a distance of 50.16 feet to a point; THENCE the following two courses and distances along land as shown on Map of Sunset Knolls-Section 2, Map No. 5448; 1. South 220 22' 20" East a distance of 97.65 feet to a point; 2. South 210 49' 00" East a distance of 26.00 feet to a point; THENCE South 680 11' 50" West along land now or formerly of Cornelia S. Hubbard, a distance of 609.36 feet to land now or formerly of Stephen McCoy; THENCE North 230 23' 40" West along land now or formerly Stephen McCoy a distance of 50.02 feet to the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to the Grantor herein by deed dated 1/5/66 and recorded in the Suffolk County Clerk's Office on 1/24/66 in Liber 5899 cp 570. ARTHUR J. FELICE f> r r n P n r n MAY 1981 Polk of Suffolk County, iuwn 1-all. =3095 Main Road w T max (516} 765-t82'7 P 6 Box 1179 ..� + ,� Telepnans (5 16) 765.1802 ,,uihold. New Yon( 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD 9 C E R T I F I C A T I O N BLDG.DEPT- - DATE: 'Y- rl T F Building Permit No . �� Owner: (please print ) Plumber: AL(T zzao 4 (please print ) T certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( Piumrers S-� gr, !u:, sworn to before me this WHEM4,10,TFIECENO No"�� of Now York day of AMI �1u Q 19 °(� QUWUW in Suffolk Canty • 1� Countyi8°fOAEXPI"&fA"ueyl8, Not--r',, Public/ � ba ANG L f N� p`oa4 tP NSM N o, G v N� \ s � Q .Eo O pP0 O SS S 3 Q• � HOU COQ 2 �y O O P G 2 N N 70 N \ a a O � O N , s NON O. H Ncs\° .a �0 .1 226 AD g6$ sqa&uweew...._. 'w.x .,. :.,« .. .... .:,..,.,.,..... . .-, :-»., .b...... +.xi•..�......µ,,.�....,.sz.......,a - BOARD OF 11KAI;I'II . . . . . . . . . . . . . . . FORM NO. I 7 SKIS OF PLANS . . . . . . . . . . . . . . d_ . '.-_.. -:`•""' - "'�"'"r .TOWN OF SOWUNO1.O SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CNVCK . . . . . . . . . . . . . . . . . . . . . . . . . 1 9 ^'? 'TOWN NAM, SEPTIC FORM . . . . . . . . . . . . . . . . . . . SO111'I1II.1), N.Y . 11971 TEL: 765MW NO['I PY: }} /� (:ALL �.!!/_l. ' I.x:mirtrd ...... .. . ..., 19./..� MAIL TO: .C•.0r. 1'enait ........f... .... .. . . ..•/•M�HC�..�. �C..... .1..�.� .� �.��� ... . .. .. .. ... ... ... ................... ................... , 1...... 77 q - Li APITICATION FOR BUILDING PfiRMIT Date . . . . . . . . . . . . . . . . . INSTRIICT IONS a. 'ibis alpil icn1.iml nrsl. Ile cmiplel ply fit lcwl in by 1yprw1i lir or it) ink .nvl rademit ted to the foi ldinf, Insltrclm whit 3 :",els or plans, mxurate plot Plan to scale. Pae according to sehednle. b. Plot plan slKaaing locatiml of lot: aril of Ivrildings on pr(misps, relnl itmship to mljoining pretnisen or lvtblic slrrelr or arpas, allot giving a clelniled (k=rcripl imp or Iaymd of prolrrrly null IW (ITTIMr (At 11e diagr:ln which is lxlrt Of this application. c. -Ilio work covered by this apprl icat.imr mvry not he comrrK-fvl Iwfoie Issirative of Bili ld it Permit. (1. ll(xnl alprrrval of Ibis alplication, llv hillding loslx-c.lor rill isrrK or Boildiog Permit to I.11e rtilllicanl.. Such Twollit- shrill Im kept (til llle Irralrises available for insjxvt:i(nn Ihrmighm)t the wotic. P. No) Wilding shall lie m(Itpied or oe�d in wliolp or in lion for tiny pinlxnse wtlatever until a Cartificate of A-mprxwy Hiall lime Imes grante(1 pry Ifie F4rildiog limirrlor. AI'Ip.l(YHOM IS ITUTMY MAIE, to lira mlildiog Npparinertt for (lie ismiatxe of a Poilding Permit lxn-mmnl In the fluilding 7Rxre Ordhunwe of lito 9inm of S(ntllKdd, SUrfolll lkxnly, Wrw York, mKl olher applicable I.ws, Oldiarinces Or Itpfulal.imrs, for llle cmrstt1K[t1oo of lniildiogn, mklitiots or alteaFi gf �l or clprtnlition, ns herein (Iesar iltecl. 'file app]icaol. agues to cculdy with nil alprlicnble Img Coope, Ixnrsing C(xle, mol npfndali0on, mKl to Minit :n11110rized inslx�ctors ml ptmisps mxl iy iorpections. nt, or rare, if a corlxnral.imt) 1 . (ILri l ing :xkltpss of nlprlivanl.) Slalrr wl�will�w�r ,illpnlicant is owiter, lessee, ngpnl , nrchilpt'l, pogim�el , general enntrartor, elertricivr, pliniler or lioilder. Vt!. 1WN.��........../..... .J................... ............................... ........................ ........... Nile of owi vt of lrmnises .ISI.:'l�lti r'l:' . .J.�'.'^:�� 5 ................ .. ............................. ...... ............ (as on the lax roll or Intpst (1enl) If riled it-not is or collioralimr, slgrtnlore of duly :nlhori7rd officer. ...... ....... ... ........................... .............. (N:ne mol til le of (Iurlxrrale officer) Builders License No. ... .... ............ ...... Pl nifwrs Licenr-e No. .... ... ......... ......... Hlecl-riciaos License No. .......... ........... OIIK+r 'Trmkl ,'s license No. ... ... ..... . ........ I. locat iron Of Imxl mn uIddl prolvnswl milk will Ito, do,w.. .. ... ..... . ....... ...... ....................... .......... ... . o.......P .. .. .r3.... .... ...... ....... ..........f`� TTu.eK.. ... ...... Ike L.p Ii.dt(?r St reel jon ILI'llet. Qnnnty 'Parc ILP) M>. IO(X) Spc1 i0o ., .. INm'k .. .'. �� lop .`i(rlxlivi.^,i(>tr . ...... Hi lcvl It Ip Pin. ... .. . .... ..... lot( .. ..... ........ (Kane) 2. Slate existing use arvt occoltvx-y ,,off prre-(nispsm Kl iaot`plxlod'uRSJe�m Kl cx'culxxxty OF piolvrse(3 cnus1 1ttjocll ion: a. P.xi.^,t iof; ore mvl m�copa(xy .�/(� � �Fpdc�...4/1,l/}.J�L,L�L�ICJ/.).G�iL�t It. Int otx{rxl use mvl occvlmrxy 444 PUMP/loom aJA­0 ``` �°z` a..C46W I. RitutL of tnak (tikedt wilich apldicithle): lkeu Ik,ilding ., !. . ... . . A,M1 iuu . . . . . .. . . . Aller at ion . . . .. . . . .. Mf;kjir .. ..... . .... lknuval ... .... ... ... Dow Itiuu . . ... ... ... . 011ier IJrnh . .. . . . ... . .. ... .. . .. . .. . .. .. . . .. .. pQ p (Ikact ill( i(Al) 4. ..it list, d (bsC�r.l i.7 o.. ........... fee ... .... .. ..... .... . .. ....... ......... .. '. . 01) he Itaid on fit iug lLla appl ical i(MI) 'i. If thielling, lxaix:r of ehAAH111, ,a,il.s . . .. . .. . . . . . tkoix:r of rhx:lI lot, units ink each Iloor . .. . . . . .. . . . . .. . If g:uage, ,..diel of caret .. .. . ... .... ... ...... ...... .. . ... ... .. 6. 11' Inmhwss, uAllmicial or alix,ed twcgllw;xy, slwcify nature mut enlenl of emlk tylx: of use. .. . . . . . . . .... ... .. . .. t QQ ! Q ( l 7. Iliux:na ienls of exisliug alttK:tutes, if any: Itrtr,l .. . . .fJ. . . . . . . .. . !tear . .4J.. . .. ... . I)epl 1, .. .. . . .... .. Iki1;111. . .. . .. ./0.11.......... . M.dter of Slot I(!it . . .. .I. . ... ... . ... .).Q.1 qCl j .l Wilms sions u ' s(.q; slnuaure ullh illlLgqra un,u ur ixkli 1.1 au,: Fluid ..p�.(J. . ..�.ryry.... Itear Ik!plh ... . �.. ......... Ik:ig1LL .. . r. . fkni.er of Slur ie:s . . .1a'�+- . . ... . It. Ilinewitn(s of enl iue lieu cunslnxa ioo: F1 tx,l . . .. . . . ... . . . ... 14:ar . . . . . . . .. ... ... IILpt 11 . .. .. . . . .. .. . . 1k:ifJ:f . .. .. . ... .. . ............. tlitdx:l of Stoties .. . .... .p.. .. . . ... ... . . 9. ,thee of lot ; Pltntl ... . . Ik:lith . . .. . . . . . .. .. . .. ... . Ill. IkIIL' of llu(lifew ..t.(T/Ifef. ... . . W+r:w of Fou;er (Mwl .wl.'7Z1 (1�.1n�,. Jf1.L.Co,�!. ... ... ... . It. 2.(x 1e ur use diet rich io widdt pionires are silua(ed . .. . . . .. ... .. .. ... . ... .. .. . . ....................... ... .. .. .. . I-). Will lit[ ix. uagttcotlullwt t violate auy carting lint, ordittaswL or tegulctl lout ..,4-.:.. ........ ... .... I� . Wills'it[ lie tleglik In�:de:c Will Lxceels fill lie te:uved frim p,vni::es: YES 14) I 1 tLx OL4 ' I /T11 ..rs.. ... lukltess �.0: '.O.'z.3 !!lo!'!'l!!t'!".;��''.eli xrtL tkne cal` Aiddiect Gs.r w^,r .. .. .... .... Atkh ess �P.C�. � .. 7��:""W[i,u;x; 14L). .tl ot' !�/ M.'.: of Gxd raclor .... .... ... ... ... . ....... ...... .... Ar1,11 L'as . . . . . . . . .... ..�..J.. ... .... ... ..Ilxltxl lb. . . . . .. . I'i. Is this ptolx:rly within Yx) feel of it Lidal 1x( latxl'1 A US , . . .. . . t1) .L1. .. .. . AIFYES, WHIM) 'RAM 'IICINILISS IUC-ll'I- MAY IV Po!:(ill IWD. (// !'LUT Il[A(;iW1 I.r:ffie ilea, ly atxl diatilWLlp all Irlildinga, wi,elher existing car protxsed, alxl itillicale all set-iwclt diawnsione hu-1 prultelt'y luxes. Give elree[ aril bImIt I.mix:r or &scripLioo accotding fo il(:ed` a,tl slury sL,eel. tunes alit iexlicn tdlelher Infra lo, or coflmw lot. i !NAle (Xi IY3t Y(xw, SS UARIIY (Xi . .. . . . .. . .. . ... . .. ..... JCa�. .. . -'/0 1'.10'. t.a:!1 . . ,�.. . Lam. .. ..... . ... . ... . . . . . . . ... .. .:iug duly utnuu, delx)ses a;xl says lltst Ile I:: the app! I(aul Olotk! of i:xfividiwl nigniug ronLtacl) alxwu muted, Ike i:. Ilm . . . . . . . . . ... . .. ... ...... . ... . . . . .. ...... . . .. ... ... ... ..Ll,`.. ...... . l. .. . ...... .... ... ...... .... .. ti (Q)nl tact or, agent:, cot lxn ate of Dicer, etc.) of ::aid tun xer m ('nxa n, mil la duly iatl Ent Ized Lo Inst fuuu in hive 1,eI fun:a:d the said tx)j It mil to wnike al ill file I111rt algtl [cat.iuu; llial. :III st al e:eula cunt it I'KA in IIIiit appl icat iuu ate lux: to the Will of hie luxrwl edge mil Iia iefal XI I Imi, the tna It w II Ise per lot ntsl iu IIx: will goer tet, lin I iu the appI ical ill I ilCLI (Ile ncuith. `.),ynn (o lilw[u(c irc: thin . . . . . . . . 7. . . . .. . . .d;: ofL�.. 19.?yM��. . _ RAilly l' :hlic ..... . .. :. . . .... . .:. ... . ... .... .. ........... M.MONS (Signattu a of ApplicimO NoNo.4952248,SStatuffad C4DUf York Term Expires June 1$18 7 o E Young & Young, Land Surveyors 0P 400 Ostrander Avenue, Riverhead, New York 11901 =ase 516-727-2303 �a M�QUUi� Alden W. Young, & L.S. mey7994) '•a6 I�QUttJ Howard W. Young, Su g, Land Su uey¢r €§E. Thoon.KeYn C. W.F. Abrt, zo, Land S Engineer Xenohn F. A6razzo, Land Surveyor John Schnurr, Land Surveyor plonnHng SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATION "I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTROC¶ON OF SUBSURFACE .J SEWAGE DISPOSALSYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS Q -N` SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT" P.`O APPLICANT'S SIGNATURE APPLICANT 'ALo - 9Oo y STREET ADDRESS = CTY STATE. ZIP CODE y= N' 3Mj?'k `NO B `MHEA \ TELEPHONE NUMBER. a'+` O 05�6 E r E PPpo Hm \ re=v N � 51 A5 Ba s SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES t��k 5j PERMFf FOR APPROVAL OF CONSTRUCTION MITA Piss ky' Pen°"` \ - -INGLE FAMILY RESIDENCE ONLY ext a \ DATE �'�'R HE REF.NO. lO—�i.-1—011e AFsz sP r� \ APPROVED T—r Z ED ; FOR MAXIMUM OF 4R ROOMS oo�s oEp N1A EXPIRES THREE YEARS FROM DATE OF APPROVAL «2a n \ c5=� �exfa eoaca� � \ mr °c l � GYOP{ Z `y, 0 TEST HOLE \ \\ DATE: 07/18/a97OO u? NyA sa ?0 BROWSANDY D TO- LOA- OLO - C PPHcv rano \ LOAM 0� \ / \ O \ O a 9 a o C\ .p p P BROWN LOAMY tI' , p Y' V DID O \ :O O _ W 0.fUYNMc C- BROWN AND $yos µ p '`�`, PALE BROWN 05 7 V gg O O E' - Q io HAND Bp�g 0 \ \ O ` snrv0 F_aF 3 P' 0 s 01 \ ° -10 N \ 4 O � 5 \ P O NFL �Np „9 'B'' vh O NOTES ,�� 1. TOTAL AREA = 5.5795 SF. P iPAIAE 51{EO o; I j \ 'oo � 2. 0 = MONUMENT FOUND H,o SURVEY FOR: 50 5o ARTHUR BURNS 5 69 I Z At: MATTITUCK Town of: SOUTHOLD Suffolk County, New York 15Q_ ��, pp QOT� Muff. Co. Tax Map:0. 1000 105 1 4 \C� O" ---.. r w O� Ot D,sDRI Section DO" �eoCF Lo, spav, 1997 \ JULY 18, 1997 e„se DATE :DEC. 6, 1985 poi. I SCALE :1' _ }00' 1 $ JOB NO. :85 — 1052 ;=d@ SHEET NO. .1 OF 1 s9 OO "970499.DWG” 0 oN!g§ Young & Young, Land Surveyors ���e 400 Ostrander Avenue, Riverhead, New York 11901 £n�� 516-727-2303tlae ii7n �p"s2 Alden W. Young, P.E & L.S. (1908-1994) €ia"G€ Howard F. Young, Land Surveyor Thomas C. Wolyert, Professional Engineer Kenneth F. A6ruzzo, Land Surveyor - John Schwvrr, Land Surveyor �Ivmm�g SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATION nur„ry,vy c)OV\ 11 AM FAMILIAR WIM THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE 015POSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS O SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT.' ` PNp tP APPLICAN7'5 SIGNATURE \SV ` T&. NG �� � STREET ADDRESS 5g 00 cin: siaTE zw coDE L>'Naa WVVY,HENU TELEPHONE RUM eEre '-PI PRO\ \ � s N �5A.a5 / , �� V yl=�o/� y✓ ��BIVFF dHs J Q✓ 5a BOT \ de�� 3sIT E5 is � aE=g �L Ps COs \ uLp> >r 61. v wnv�Wn+ top VF BW� 0 0 Do z cOv� v<`w �N O O \ \ W� O S i 3 o Ag g �& SUFFOLK CGIRiTY DFXA4iTw!�s'Ni CF NLA1..!»SENVICVS v a O \ On 6 G �' ealcx Psno \ 0-L \/ \ O PO APT"ROVAL0i'CONSFBT7 yT�yVttReC8 F1TR $spa 0 0 5 \ \ Rp As NULcA da 3 �slfrwce ��os O o� pcTPar \ v m \ ``,, T6c Eeuro[;<di m. 1 Rod wrs?n"- VVly Fnci:ides:z list;lDv¢ion nam peen � 3 \ O \ �' O �C` ins aWlmTVnr+.+atifieJ Fy drls i$enLlrPt. 'rx nilssH'agm6csund bund Be alit n Z ws \ 5 `L R� V VOR -AX YTM O? N .IIFDiYDOfiS. CRs= 7 O \ rw se[isVacta:y E,chief a Ofita oC Watec % and Wa,,ycvre,crManngcmcnt O:G so . \tP \ O- OED 3 N. n o N i$ B) N Ra�\ rse wFli 5 O NOTES. EDept. ved County N ,N 2 TOTAL AREA = 5.5795 SF.o \Yp2, ■ = MONUMENT FOUND 3 1998vrTwxrr \ ``// O.� ane. \ , alth Services ➢ ts W !owater M9mt =ee NN, N m T' V \ ' � SURVEY FOR: N AGN ARTHUR BURNS z \ 5 68 1 Z At: MATTITUCK Town of: SOUTHOLD Suffolk County, New York L p 1, • $.d0 a Suff. Co. Tax Map:11 Dismct Section Bork Lor ( O ° Ii 5 tGpF NEW Y ED L-s MAR J6, 1985 F ,0 \ * O MAR ¢act \ JULY DATE :DEC SCALE :1' =BLDG.DEPT 1 + �t�, 40J06 N0. :1 - H FP SHEET NO :1 OF 3 OO "970499.DWG" 60008 £ ar _ .r. a, w >' *,. x - ; ,' _ �,., * ,, r e, ,� �} ,5 ,� ry va r `"fit11 rf" -iy , } r �? -+ -c- z,' {;. 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':� J � '• i.-' i 'LM1�♦ IT �1{ n}` ':1 .ulA Y' ♦ !. tl- n^Y. � , „, - -„'+- :. �1 ,, .4, � :-';, .: . . �:,f,.� �, .0 i ,. - - f b'y v . r ,.r:� x,. - -. 9, , n ,'3, x , 4 1 ''r - ',YI :'h OFFICE: CUTCHOGUI JOB ND. _p_ MORTON J MORTON BUILDINGS GENERAL SPECIFICATIONS _ LAMINATED COLUMNS - NO 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 54S COLUMNS Imo' USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER ( I CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. VJ FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND READY- MIX CONCRETE OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE) TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN ( SEE SECTION ) ADDITIONAL CONCRETE MIX IS POURED AROUND BASE OF COLUMN un z fl) THEN BACKFILLED WITH SOIL COMPACTED AT 8" INTERVALS. � z SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF 6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER LLJ ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. W FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S SPF W/2"x3" STIFFENER, 2-2"x4" L-NAILERS SPACED Q APPROXIMATELY 30" O.C. OR 2"x6" NAILERS APPROXIMATELY 24" C.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT z '-- TO COLUMNS ROOF PURLINS ARE 2"x6" S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL W OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) �PQ�/cAXiI-t m �^Y1 ROOF TRUSSES/RAFTERS -FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS UNDERWRITERS CERTIFICATE REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED REQUIRED � UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. RAFTERS ARE 2"x12" NO.1 SOUTHERN ' ���. OCCUPANCY OR Q GJ YELLOW PINE. ROOFING & SIDING PANELS - 0.019" MIN„ G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON POLYESTER FINISH. �.,h FEB 25 e9T USE IS UNLAWFUL 9 COLOR IS 1 MIL. THICK ON EXTERIOR. CERTIFICATE TRIM - DIE-FORMED TRIM OF 0019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL :rnnIN OFS(L; OF OCWITHOUT UT CECE RTT Qom) CY ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS �qcz; § ROOFING OR SIDING PANELS. .�- APPROVED AS NOTED GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5°001- TYPICAL LUMBER SPECIFICATIONS - 1991 NDS DATE: B.P.p FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. SIZE DESCRIPTION BENDING VALUE Fb 2 X4° NO.1&2 SPF 1313 PSI NOTIFY BUILDING DEPARTMENT AT C� 765-1902 9 AM TO 4 PM FOR THE ADDITIONAL NOTES 2"x4" 2100f MSR SPF 2100 PSI FOLLOWING INSPECTIONS: 2"X6" NO.1&2 SPF 1138 PSI 1. FOUNDATION - TWO REQUIRED 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 2"x6" NO. 1 SYP 1650 PSI FOR POURED CONCRETE 2„XB„ NO1 SYP 500 PSI 2. ROUGH - FRAMING & PLUMBING OF THESE DRAWINGS. .GS. 3. INSULATION -- 2"x10" NO. 1 SYP 1300 PSI 4, FINAL - CONSTRUCTION MUST fDRAWN BY: EH840 2 ) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 2 X12” NO 1 SYP 1250 PSI BE COMPLETE FOR C.O. DATE: 1-22-97 ALL 1950f MSR SYP 1950 PSI ALL CONSTRUCTION SHALL MEET _ BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY1 1 '2"x16' LAMINATED VENEER LUMBER 2800 PSI THE REQUIREMENTS OF THE N.Y. CHECKED BY: DON T. STATE CONSTRUCTION & ENERGY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 3 1 '2"x15" GLU-LAM 1650 PSI CODES. NOT RESPONSIBLE FOR DATE: 5 1/4 xI 6 1 2" GLU-LAM 2400 PSI DESIGN OR CONSTRUCTION ERRORS REVISED _DATE: 3 ) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 5 1/4%19 1 Z GLU-LAM 2400 PSI REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. NOTE. HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC c u C C T C �/ REVISED DATE: ___J JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. J ILL INDEX — 5 ) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR SHEET # 1 DESCRIPTION I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR j .crxawwugrpr OF 8 SPECIFICATIONS & SHEET INDEX THIS BUILDING WAS PREPARED BY ME OR UNDER MY w . , D4 A.6 DIRECT SUPERVISION AND TH AM A DULY EG TERED 4-1106Vgfj, 5000 IS A TRADEMARK OF AUSIMONT, USA. yVI P 2 OF 8 COLUMN PLAN PROFESSIONAL ENGINEER. ,, ° 3 3 OF 8 ELEVATIONS Id i Q52xB 2-96 BUILDING DESIGN CRITERIA 4 of 8 SECTION RONALD MICHAEL SUTTON, P.E. ��` ;o . USE GROUP C4.1 (3) MICHAEL L. McCORMICK P.E. c U CONSTRUCTION TYPE SB 5 OF 8 SECTION DATE. 2'f 1 REG. # : 511 19nEe°a YX M LIVE ROOF LOAD DESIGN 30 PSF 6 OF 8 DETAILS & VALLEY FRAMING PLAN ier� y; 1N `a WIND LOAD 80 MPH 6 OF 8 SECTIONS --"-J FLOOR LOAD 40 PSF 8 OF 8 RAFTER DRAWING jr SCALE: FLOOR AREA 1,080 SQ FT. ILSHEET N0. 1 OF S _J ElE '�nlY11=P=J C� �J COLUMN PLAN LEGEND -' ❑ - 3-2"x6" LAMINATED COLUMN LOCATION _ m - 3-2"x6" LAMINATED COLUMN W/ 2"x6" TREATED LAMINATE rx �\ EACH SIDE (SEE SECTION A-A, SH 4) (' ^ JI11 \\�I IL z m - 3-2"x6" SPEC. LAMINATED DORMER COLUMN r J d ■ - HEADERED TRUSS LOCATION Qi - 3068 PMW M-92 WALK DOOR W/CLOSER, DEADBOLT, & s '� LEVER LATCH (WHITE) m - (2) ANDERSEN 2832 DOUBLE HUNG WINDOWS W/SCREENS (UNIT SIZE= 2'-9 5/8"x3'-4 7/8") W ti (i - 10'x8' INSIDE SINGLE SLIDING END DOOR W/1"x6" T&G s CEDAR PANELS (PANEL SIZE= 9'-10"x8'-0") �. �- (2) 10'x8' SINGLE SLIDING END DOORS W/1"x6" T&G W CEDAR PANELS (PANEL SIZE= 9'-6"x8'-0") E) 1 Oo - 20" DIA FTG. W/ 8" THICK READI MIX PAD OR 20"0 (4) 50# BAGS OF SACKRETE PRE MIX W/WATER Q PLACE (2) 50# BAGS OF SACKRETE PRE MIX W/ Z '-- WATER AROUND COLUMNS WHEN SETTING. 0[ D W m dz] 11'-101/2" 12'-0" 11'-101/2" TRUSS LOCATION 5-101/2" 6'-0" 6'-0" 6'-0" V-0" 5-101/2" INTERIOR COLUMN LOCATION I- 11'-101/2" 23'-101/2" 35-9" oI Q Q� B A B 5 4 12' WIDE GABLE DORMER 5 C 1'-0" OVERHANG (SIDES VENTED) d� s J 9� 30'x6"x4' REINF. 9 CONCRETE APRON .6 16 L o O e 20"0 m m 20"9 ■ m ■ m ■ E 7 a 20 m m m 20 o ■ m ■ m ■ DRAWN BY: EH840 D 7 DATE: 1-22-97 7 \ \ 2O CHECKED BY: T T r DATE: REVISED DATE: Qi J REVISED DATE: REVISED DATE: B A 7 B REVISED DATE: _J 5 4 5 — I I I I I 5'-101/2" 11'-101/2' 17'-101/2' 23'-101/2' 29'-101/2" 35'-9" DORMER LOCATION 11-91/4' 12'-41/2' 1'_8 1/4" --- 5'-101/2" SIDEWALL COLUMN LOCATION ." r 35'-9" (a , COLUMN PLAN �� 1=�� SCALE: 1/8"= 1'-0" � SHEET NO 2 OF J CUTCHOGU=. PIY JOB NO. 128-0471=P—_J C1 SHINGLES OVER VENT-A-RIDGE 12 1 T150 DRIP EDGE 4 1x6 GABLE TRIM14 Till 11 , GAF TIMBERLINE SHINGLES , (WEATHERED WOOD) 4 12 5" 0 G. GU77ERS 21 18" CEDAR SHINGLES (PERFECTIONS) cn Z 6" EXPOSURE z z ✓ d 18'-0"f 1x6 FREEZE BOARD Q� m e 1x4 CORNER TRIM 1x6 CEDAR SIDING W a (9--6-6" HIGH) w 1x4 BASE TRIM < .— WEST ELEVATION SOUTH ELEVATION Q z w m @20 m SHINGLES OVER VENT-A-RIDGE 12 T#150 DRIP EDGE Q 0 SHINGLES OVER VENT-A-RIDGE 4� 1x6 FREEZE BOARD 4 - 12 img\j Q� 5" O.G. GUTTERS 21 Ne 0 1x4 WINDOW TRIM e ® 1x6 T&G CEDAR SIDING 1x4 CORNER TRIM C� @ 1x6 DOOR TRIMS 1x4 DOOR CASING EAST ELEVATION NORTH ELEVATION DRAWN BY: EH 440 DATE: 1-22-37 NOTE CHECKED BY: EXTERIOR TRIMS TO BE NATURAL DATE: CEDAR #2 GRADE TIGHT KNOT. REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: ___J SCALE: 1/81,= 1'-O-""iIM1p SHEET NO tl 3 OF 8 J OFFICE. -�4 4 12 cuTCHocuE�rlr JOB N0. 128-04711=F I SHINGLES OVER VENT-A-RIDGE ---'1� 4 12 TIE DETAIL ( � 2"x4" PURLINS ® 16" O.C. (NO 2 SPF) (2) 2"x12" HEADERS (NO 1 SYP) ° SEE TIE DETAIL SEE DETAIL f1, SH. 6-�� 2x8x70'5" TIE ° ICE & WATER GUARD ' (2) 1/2"x5 1/2" M BOLTS •z ! & (4) 20d R.S NAILS GAF TIMBERLINE SHINGLES (WEATHERED WOOD) •-- 3-2"x6" STUB COLUMN -/ (2"x04"2PSRRF)NS 0 16" 0.C. n 2 19'-6 3/4" TO GRADE HEADER NAILING SCHEDULE z I� HEADER STUBJAMB } 21 THESE TWO ROWS MEMBER COLUMN COLUMN / OF PURLINS ARE CONNECTED AS EA. 2.12 SHOWN NOTES: w r .� 1. NUMBERS ABOVE ARE 20d R S NAILS L� 1/2" COX PLYWOOD & 1/2-30' GAMBREL RAFTER 2 REQUIRED UI EDL PER COHEADNETON RS AS REQUIRED —_ ® 6'-0' 0 C. TO PREVENT SPLITTING L- 15�) ROOFING FELT 3. IF NUMBER OF NAILS REQUIRED FOR 0 HEADER TO JAMB COLUMN CONNECTION Q IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. w ICE & WATER GUARD m �� 0 EAVES J 1' OVERHANG / SEE DETAIL #2, SH. 6 "V ° (2)1/2"x5-1/2" M. BOLTS FUTURE DECK SYSTEM (DESIGNED & ° Lr 5" 0 G. GUTTER & (4) 20d R S. NAILS _ INSTALLED BY OWNER) 1"x6" FREEZE BOARD 2"x8" TIE (NON-LOAD BEARING) ° 2x6 BEVELED 2x8 N-L 2X6%10' TR COLUMN SUPPORTS TIE Cy EACH SIDE OF COLUMN EXTEND 2X6 TR. tltl.�LL FROM LOFT LOCATION TO 1'2" COLUMN 2"x4" NAILERS ® 16" O.C. BELOW GRADE UPPORTS 2100f MSR SPF e 3-2"x6" LAMINATED COLUMN .� 9'-6" 6-20D e R . 7/16" O.S.B. & TYVEK NOTE: _ NAILS - SPECIAL HEIGHT SPLICE CUT AT 4'6" ABOVE GRADE MEASURED 1x6 T&G CEDAR SIDING TO LOWEST CUT (ON CENTER ROWS OF COLUMNS ONLY.) 4'-6 DRAWN BY: EH840 �N 1"x4" BASE TRIM DATE: 1-22-97 1 2"x8" TR. SPLASHBOARD CHECKED BY: 4" REIN CONCRETE FLOOR GRADE - _ - • DATE: REVISED DATE: 4" MIN. COMPACTED GRANULAR BASE CENTER TWO ROWS OF LOWER REVISED DATE: COLUMNS ARE 3' LONGER NOTE: REVISED DATE: CONCRETE FLOOR NOTES CORNER COLUMNS WILL HAVE 15" DIA, 1.) 3500 PSI. 5 1/2 BAG MIX CONCRETE. THAN NORMAL HOLES W/4" THICK READI-MIX PADS REVISED DATE: 4'-0" 2.) REINFORCING: 6x6-10.10 w,vM OR 1 50 BAG OF SACKRETE. PLACE 3 SLOPE GRADE AWAY FROM THE BUILDING ( ) 0 2% MINIMUM FOR A DISTANCE OF 5'. (1)50# BAG OF SACKRETE AROUND _ 4.) 6 MIL POLYETHEYLENE VAPOR RETARDER PLACED COLUMNS WHEN SETTING. 2" BELOW THE BOTTOM OF THE CONCRETE FLOOR. e�Np6lUitl °°° OF 46M BASE ANCHOR b"�F, p 1PopL p 6 �: � �� :A 7" THICK READI-MIX PAD OR (3)50// BAGS .; � ,� 10" THICK READI-MIX PAD OR (8)50// BAGS 5. � � �. :, e y•� ro E�� OF SACKRETE PRE-MIXED W/WATER. PLACE OF SACKRETE PRE-MIXED W/WATER PLACE ,; I-;O r * (2)50$ BAGS OF SACKRETE PRE-MIXED W/ * (4)50# BAGS OF SACKRETE PRE-MIXED W% ¢ WATER AROUND COLUMNS WHEN SETTING. I2_6' DIA�.I WATER AROUND COLUMNS WHEN SETTING I2�6" DIA-.I "18- D � 1l' 18" DIA. F'� f� r 10'-1 1/2" 9'-6' 10'-1 1/2' x 5590"+�'�'Nx+�"� I. 1� mw NOTE SIDEWAL_L SEC ION A- A * FOOTING SIZES HAVE BEEN INCREASED --� SCALE: 1/2 1'-0" TO ACCOMODATE A FUTURE DECK W/ —� 80 MPH WIND LOAD ALIVE LOAD OF 40 PSF, SHEET NO 4 OF 8 J i OFFICE: HEADER NAILING SCHEDULE CUTCHOGUE NY HEADER STUB JAMB JOB N0. MEMBER COLUMN COLUMN 128-0471_F—=JI RAFTER SPACING 6'-0" O.0 LIVE LOAD 30 PSF EA. 2x12 11 11 I DEAD LOAD 7 PSF SHINGLES OVER VENT-A-RIDGE 5, 6 NOTES: 1, NUMBERS ABOVE ARE 20d R S. NAILS TOTAL LOAD 37 PSF REQUIRED PER CONNECTION �\I 2. PRE-DRILL HEADERS AS REQUIRED 2"x12" RAFTER (N0. 1 EYE) TO PREVENT SPLITTING. FOR 12 1/2" CDX PLYWOOD & 3 HEADERBER TO JJAMBAILS COLUMNN CONDNEC1ON \/ 4 15 ROOFING FELT T EXCESSIVE TO CAUSE SPLITTING, SHINGLES THE EXCESS NAILS MAY BE INSTALLED � 2"x4" PURLINS ® 16" O.C. > IN HEADER SUPPORT BLOCKING 0 (NO. 2 SPF) & - 2' x8' TIE a T//150 DRIP EDGE 1/2" COX PLYWOOD 15# ROOFING FELT _ 1"x6' FREEZE BOARD i� SEE TIE DETAIL 2"x6" BEV. FASCIA (2) 1/2"x5 1/2' M. BOL75 & (4) 20d R.S. NAILS 1x6 GABLE TRIM 2°x4' PURLINS ® 16" OC "x4" PURLIN FASTEN (2) 2"x12" HEADERS (ND. 1 SYR) 2"x4" PLATE TO RAFTER W/ SOFFIT 2 N (NO. 2 SPF) 2" (3) 2"x6" STUB COLUMN \ Ln z �x 2"x6' E.C.E BETWEEN a / / FRAMING CLIPS \ 2"x12° RAFTER (NO 1 SYR) e FIRST & THIRD MEMBER (2) 1/2"x5 1/2" M BOLTS/ \ ' z I d OF COLUMN 19'-4 3/4" \ \ & (4) 20d R.S NAILS / i0 GRADE \ 2"x6" NAILER 16'-9 5/16" / 1/2-30' GAMBREL TRUSS) \ (2100fb A ® 32" O.C. M R)S GRADE TO HEEL / / (BEYOND) \ w ID 21 \ 2"x4" VERT BLOCKS 16'-7 11/16" / / 3-2"x �� LAMINATED COLUMN (BEYOND) \ \ ® 24" O.C. Q '� GRADE TO / W/ADD'L. 2"x6" TR LAMINATE EACHz 2x6 NAILER SIDE FROM 1'-0" BELOW GRADE TO 18" CEDAR SHINGLES / TOP OF 2"xE{" TIE 6'-8" FUTURE \ \ EXPOSURE(PERFECTIONS) 6" L / / WINDOW OPENING \ \ m ch t' OVERHANG �/ / \ � SEE DETAIL #3, SH_ 6 - i / 5" 0 G. GUTTER � FUTURE DECK SYSTEM (DESIGNED & _ U INSTALLED BY OWNER)— — _ •� 2xfi BEVELED 3-2"x6" LAMINATED COLUMN 1"x6" FREEZE BOARD 2"x8" TIE (NON-LOAD BEARING) — _- _ _ — — — — — — Q (c - — — — — — — I� 2x8 N-L '� s 2x6x10' TR. COLUMN SUPPORTS TIE EACH SIDE OF COLUMN EXTEND 2X6 TR. FROM LOFT LOCATION TO 1'2" COLUMN 2"x4" NAILERS ® 16" 0 C. ( B BELOW GRADE UPPORTS 2100f MSR SPF € 3-2"x6" LAMINATED COLUMN 6-20D 7/16" O.S.B & TYVEK R.S. NOTE. SPECIAL HEIGHT SPLICE CUT 1x6 T&G CEDAR SIDING I!J AT 4'6" ABOVE GRADE MEASURED 8'-10" \` TO LOWEST CUT (ON CENTER ROWS OF COLUMNS ONLY.) ��Jd DRAWN BY: 27 �1 27 5/16" DATE: 2-97 1"x4" BASE TRIM CUT-OFF CHECKED BY: 2"x8" TR SPLASHBOARD 4" REIN. CONCRETE FLOOR DATE: REVISED DATE: GRADE ., REVISED DATE: 4" MIN COMPACTED GRANULAR BASE CENTER TWO ROWS OF LOWER NOTE: REVISED DATE: COLUMNS ARE 3' LONGER CORNER COLUMNS WILL HAVE 15" DIA. REVISED DATE: II CONCRETE FLOOR NOTES THAN NORMAL HOLES W/4" THICK READI-MIX PADS 1.) 3500 PSI, 51/2 BAG MIX CONCRETE. OR (1)50// BAG OF SACKRETE, PLACE 2.) REINFORCING: 6x6-10x10 WWM. 4'-0" 3) SLOPE GRADE AWAY FROM THE BUILDING (1)50{/ BAG OF SACKRETE AROUND 0 27 MINIMUM FOR A DISTANCE OF 5'. COLUMNS WHEN SETTING. 4.) 6 MIL POLYEiHEYLENE VAPOR RETARDER PLACED 2• BELOW THE BOTTOM OF THE CONCRETE FLOOR. 46M BASE ANCHOR tT 10" THICK READI-MIX PAD OR (8)50/ BAGS 4• •� -� 7" THICK READI-MIX PAD OR (3)50/) BAGS 'v OF SACKRETE PRE—MIXED W/WATER. PLACE OF SACKRETE PRE—MIXED W/WATER. PLACE U-1a r_I 1p�1�s ' * (2)50/) BAGS OF SACKRETE PRE-MIXED W/ (4)50/ BAGS OF SACKRETE PRE-MIXED W/ * 1B" DIA. WATER AROUND COLUMNS WHEN SETTING 26" DIA. WATER AROUND COLUMNS WHEN SETTING. 26' DIA. 18' DI AA. s x N 10 -1 1/29 -6,. 10 -1 1/2" _1 - °'1^uvl I 1 * NOTE. SIDCIAIAI SECTION B — s FOOTING SIZES HAVE BEEN INCREASED SCALE: 1/2"= -0-�4 L VVAI J TO ACCOMODATE A FUTURE DECK W/ SHEET NO. 80 MPH WIND LOAD A LIVE LOAD OF 40 PSF, 5 OF 8 _�( OFFICE �I CUTCHOGUE.NY 1/2" CDX PLYWOOD & JOB NO. 15# ROOFING FELT SHINGLES 9 SHINGLES 2"X4" PURLINS - THESE TWO ARE CONNECTED AS SHOWN 1/2-30' GAMBREL TRUSS \ \ (2)-2"X4" BEV. PURLINS (CONNECTED AS SHOWN IN AN "L" FORMATION) O\ 7/16" OSB 1/2" CDX PLYWOOD & T#81 TRIM 15# ROOFING FELT 6" MESH DOUBLE BEV. 2"X6" FASCIA 2"X4" BLOCK T#82 & T#147 FASCIA TRIMS (2)-1/2"X5 1/2" M. BOLTS & SOFFIT (PRE-CUT) (4) 20d R.S. NAILS 1/2-30' GAMBREL TRUSS 1"x6" CEDAR TRIM (n 2"X6" BEVELED I z O q 10'-D" 07 DETAIL #1 TO GRADE I 1l1l SCALE 1 " = 1'-O" DETAIL_ #2 W '— SCALE 1 " = 1'-0" LLJ Q _J z - w LLJ ,D °] I� Of Q I� 1x6 T&G CEDAR SIDING IO d 5 2"xB" BEV. NAILER 2"x4" PURLINS ® 16" OC, 2"x12" RAFTER (N0. 1 SYP) 9 T#18 TRIM (NO. 2 SPF) /2-30' GAMBREL TRUSS 1/2-30' GAMBREL TRUSS \ 1/2" CDX PLYWOOD & 15# FELT (BEYOND) \ SHINGLES (2)-2"X4" BEV. PURLINS (CONNECTED AS 7/16" OSB 1/2-30' GAMBREL RAFTER SHOWN IN AN "L" FORMATION) T#81 TRIM 2"x4" LOOKOUT BLOCK DOUBLE BEV. 2"X6" FASCIA 2"x4" NAILERS �+ 2"X4" BLOCK T#82 & T#147 FASCIA TRIMS DRAWN BY: EH840�4 3-2"x6" LAM COLUMN SOFFIT (PRE-CUT) DATE: 1-22-97 1"x6" CEDAR TRIM CHECKED BY: 2"X6" BEVELED 3-2"x6" LAM. COLUMN — DATE: 3-2"x6' LAM COLUMN 2"x6" DBL. BEV, 2"x6' FASCIA REVISED DATE: z 2"x4' PURLINS ® 16" O.02"x6" BEV. FASCIA. 2"x72" HEADER REVISED DATE: DETAIL #3 (NO. 2 SPF) DORMER TRUSS (2"x12" RAFTER/ 2"x6" NAILER) REVISED DATE: SCALE 1 " = 1'-0" REVISED DATE: VALLEY FRAMING PLAN _ SCALE, 1/4' = 1'-0" a4xxxxpg�c^ 1111 OF i m, r 0 ro; 414141115IWSOp��`, SCALE: AS NOTED �I SHEET NO� GAF TIMBERLINE SHINGLES E01F1 —WOOD) EIIJY S ® 16" 0 C 2 SPF) 2"x4" NAILERS ® 31" OC 11_P 2"x4" BEV. PURLIN 2100f MSR SPF 18" CEDAR SHINGLES (PERFECTIONS) (BEYOND) 7/16 0 S B TYVEK ---�I 2"x6" NAILER T#150 DRIP EDGE 6" EXPOSURE " & 1x6 FASCIA TRIM 0 24 VERTICAL BLOCKING ® 2"x6" BEV FASCIA 24" 0 C. , T#144 & 146 FASCIA TRIM 1x6 FREEZE. BOARD @ TRANSITION ALUMINUM SOFFIT 1"x6" FREEZE BOARD 3-2"x6" LAMINATED COLUMN 2"x6" NAILER 18" CEDAR SHINGLES (PERFECTIONS) IV 6" EXPOSURE 2'x4" NAILERS ® 32" DC. 'z 3-2"x6" LAMINATED COLUMN 2100f MSR SPF 2"x4" NAILERS ® 16" OC (BEYOND) 7/15" 0 S,B. 2100f MSR SPF 9' 6' 2"x4" VERT. BLOCKS ® 24" O.C. 2".B" NAILER 1x6 T&G CEDAR SIDING STEP FLASHING Ln SHINGLES 7/16" O.S.B 1/2" COX PLYWOOD & 15,# ROOFING FELT V A 1x4 BASE TRAM Y I/`J _f� CO ROW 2"x8" TREATED SPLASHBOARD 7 2"x4" PURLINS ® 16" D.0a .Z� 4" REIN. CONCRETE FLOOR 2 SPF 1/2 30' GAMBREL TRUSS NO. ) �u 2"x12' HEADER (N0. 1 SYR) •'. v 2"x4" NAILERS ® 32" CC, L-LL FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE 2100£ MSR SPF Q cowcREiE FLooR NOTES 2"x4" VERTICAL BLOCKING z SECTION C- G 3500 P51, 51/2 BAG MIX CONCRE E 3-2"x6" LAM' COLUMN ® 24" 0 C. —_ li 4,-0„ Z)) REINFORCING: 6x6-10x10 WWM. � =� 3.) SLOPE GRADE AWAY FROM THE BUILDING SCALE' 3/4' 1'-0" 4J 6 MIL POLYEIHEYLENE VAPOR RETARDER PLACED LLI 16 � CEDAR SHINGLES m 2" BELOW THE 90TT0M OF YHE CONCRETE FLOOR. 46M BASE ANCHORS FUTURE DECK SYSTEM (DESIGNED o� & INSTALLED BY OWNER) 8" THICK READI-MIX PAD DR 7/16" O.S.B. & TYVEK (4)50# BAGS OF SACKRE.TE PRE-MIXED W/WATER. PLACE 2"x12" TRACK GIRT (2)S0# BAGS OF SACKRETE PRE-MIXED W/ WATER AROUND COLUMNS WHEN SETTING. DRIP EDGE BOARD = 3"x4" TRACKBOARD �. 20" DIA. — — — — 51M TRACK 51M TRACK 3"x4" TRACK BOARD Q IC) 2"x12" RAFTER (N0. 1 SYR) ENDWALL ECTION D - DI 1"x2" BLOCK S (BEYOND) J ll � 2"x12" RAFTER 2"x4" PURLINS ® 16" D.C. SCALE 1/2" = V-0' 8'-4" 2"x6" BLOCK IL1'00 (NO. 1 SYR) (NO. 2 SPF) TO GRADE 12 x10 TRIM 4 (RIP TO FIT) 10 B _ 5 2"x4" BEV. PURLIN (3) 2"x6" JAMB COLUMN (BEYOND) 2"x6" NAILER 2"x6" BEV FASCIA 2"x6" TR. FACEBOARD (BEYOND) 2"z6" E.C.E. (BEYOND) 2'x6" NAILER C INSIDE- OUTSIDE SLIDING DOOR SECTION E- E C FI SCALE. 'I ,• - V-0" t KE"BY: EH 847' h 2"x4" NAILER 1 2100f MSR SPF 1-22-97 BY: 3-2"x6" LAMINATED COLUMN 1x6 T&G CEDAR SIDING(BEYOND) 7 16" O.S.B. 1x4 TRIM2"x8" NAILER / 2"x6" TR. FACEBOARD ATE:2"x6" TR FACEBOARD (RIP TO FIT) TE:2"x2" FACEBOARD & STRIKE PLATE TE:2"x8" BEV. NAILER (2)LAYERS 7/16" O.S.B. 3-2"x6" JAMB COLUMNBEYON" LAMINATED COLUMN TE: (BEYOND) 1x10 TRIM 1x10 TRIM --�� i 12'-4 1/2" 3-2' x6" LAM. COLUMN 2"x6" TR. FACEBOARD (RIP TO FIT) 1x4 CORNER TRIM 7/16" OSB. li DORMER FRAMING ELEVATION lxB TRIM 1x8 TRIM(RIP TO FIT) SCALE' 1/ " = 7'-O" 1x6 TRIM NOTE: 2'x4" VERTICAL BLOCKS ® 24" O.0 1x6 T&G CEDAR SIDING- OMITTED IDING OMITTED FOR CLARITY. iPA� x ey �A§qi INSIDE- OUTSIDE SLIDING DOOR JAMB DETAILS #4 SCALE II/2 = 1'-0" -11I SCALE: AS NOTED SHEET NO 7 OF _gyp OFFICE — y �II CUTCHOGUE IJ JOB N0. 128-0471_P i .J \'1I Com) IV RAFTER SPACING 6'-0" 0 C —� LIVE LOAD 30 PSF DEAD LOAD 7 PSF LUMBER STRESSES TOP CHORD No. 1 KD19 CEILING LOAD ____.LPSF (n 8x8 Nall Ptate TOTAL LOAD 41 PSF One side only 9'lo-is/16" 4'11-9/16° LOWER CHORD NO. 1 KD19 z (/�I U II II m � VVVV� w G ?C# �4 3'3-5/8° w QI loxes Pl. z -- 2-9x16 �,:;;•::,. Pt, 13'0-13/16" 12 Q 0 �21 8'8-3/16" 19'1-1/4" �JJ O _ 8 8 4x10 PL (� 12-15/16" l 12 DRAWN BY: EH840 1 14'10-1/2" 2° DATE: 1-22-97 CHECKED BY: DATE: REVISED DATE: TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue REVISED DATE: Plane Structure Analyzer IAW current standards and 3O ( rTER --- REVISED DATE: specifications of recognized engineering principles. ---- Output data will be provided upon request. REVISED DATE: LUMBER SPECIFICATION (1991 NDS for Wood Construction): Lower Chord -- Na 1 K.D. - 19 Southern Pine <'\ Top Chord --- No 1 K.D. - 19 Southern Pine Web Members -- No. 1 K.D - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): ASTM A-446, Grade A 20 Go. and 18 Go. where noted, - golvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. �i SCALE: 1/2"= 1'-0" _ SHEET NO. OFFICE: CUTCHOGUE, NY J08 NO. 128-0491-P i • 111 � � I l (2) 2"x8" HEADERS EXISTING 3-2"x6 LAM, COLUMN I I (NO. 1 SYP)(ABOVE)�' 2"x6" TR. LAMINATE COLUMN PLAN LEGEND 0 - EXISTING 3-2"x6" LAMINATED COLUMN LOCATION (� EXISTING 2"x6" TR. LAMINATEI 3-2"x6" STUB COLUMN s - EXISTING 3-2"x6" LAMINATED COLUMN W/ 2"x6" TREATED LAMINATE -3. S-6, 3N I EACH SIDE (SEE SECTION A-A, SH. 3) Z 1 I I I m - EXISTING 3-2"x6" SPEC. LAMINATED DORMER COLUMN z ® - NEW 3-2"x6" STUB COLUMN W/LAMINATE 100, DY m DETAIL #1 w SCALE: 1 " = 1'-0" s Q LLI z — m C>� cy 1V-10 1/2' 12'-0' i1'-10 1/2' +34'-10' INTERIOR COLUMN LOCATION - - 11'-10 1/2' 23'-10 1/2" 35'-9' +11'-10 1/4" 3'-6 +19'-5 3/4" •��_/'' I I Q B A 4 f3 -- T? —rte v N � V) � 2"x10" HEADER (N0. 1 SYP) m o T a cv 0 N X ® \ a 3 2"x8" JOISTS ® 16" O.C. `q -4 1 c� (N0. 1 SYP) o, in - r O_ N I J i +� Y DRAWN BY: EH840r� i (4) 2"x10" HEADERS (N0. 1 SYP) DATE: 6-20--97 a N W/ 2x4" BLOCKING BETWEEN CHECKED BY: r s DATE: T T 0 0 N REVISED DATE: -n —mREVISED DATE: y 42' WIDE STAIRS 10 RISERS @ 7 3/8" (2)2"x8" HEADERS REVISED DATE: 1 $ A 5 RISERS @ 7 1/4" (N0. 1 SYP) ITREVISED DATE:14 TREAz 4 3 DS @ 9 1/2"= 11'-1' I I I I (1 1/8" NOSING) FLOOR FRAMING PLAN +� 5'-10 1/2" 11'-10 1/2' 17'-10 1/2' 23'-10 1/2" 29'-10 1/2" 35'-n --- - +NOTE: 5'-11/2' 6'-0' 6'-0' 6'-0' 6'-0' 5- / " DIMENSIONS TAKEN FROM SIDEWALL COLUMN LOCATION INSIDE OF COLUMN TO �- 35'-9" INSIDE OF COLUMN. S�� �, Sp�yS S�� �Qo5 COLUMN PLANQs SCALE: 1 /8"= 1'-0" SHEET X10. i A 1 ..r_......�._ � �. � of `t �� (OFFICE: CUTCHOGLE,_NY —_ Joe No. 128-04G1=F' EXISTING `SENT—A—RIDGE 12 '�•a� 41 EXISTING 2"x4" PULRINS 11 0 Q �I ° 2"x8" TIE 0- 7 �— EXISTING SHINGLES EXISTING STUB COLUMN Ln � NE>�hF2.S 12 19'-6 3/4" TO GRADE 21 \ Y \ W EXISTING GAMBREL RAFTER— _ LLJ La...� Q DECK LOAD NOTE: m � LIVE LOAD 40 PSF REMOVE EXISTING 2"x8" TIES. 1' OVERHANG / DEAD LOAD 10 PSF ° TOTAL LOAD 50 PSF (4) 2"x10" HEADERS (NO. 1 SYP) (10) 20d R.S. NAILS PER JOINT 2"x8" JOISTS ® 16" O.0 v 3/4" T&G PLYWOOD 2"x4" BLOCK {RIPPEID) (NO. 1 SYP) o Z 2"x6" FIRE STOP BLOCK I 2"x6"-8-10 ADJ. JOIST HANGER 2"x10" HEADER (NO. 1 SYP) —j < W/(7) 20d R.S. NAILS EXISTING 3-2"x6" LAM. COLUMN W/ 2"x6" TR. LAMINATE TO THE ,.} BOTTOM OF THE 2"x10" HEADERS ` c I 5 EXISTING 3-2"x6" LAM. COLUMN �� a 9'-6" 9'—2" •�� EXISTING CEDAR SIDING 8'-6" DRAWN BY: EH840 DATE: 6-20-97 EXISTING 4" CONCRETE FLOOR CHECKED BY: _— Rl DATE: GRADE a •. 9 . . , , a • . . ----- REVISED DATE: REVISED DATE: REVISED DATE: �— REVISED DATE: ~" 4'—0" i•, •P <. 't ice . � 18" DIA. 26" DIA. 26" DIA. 18" DIA. 10'-1 1/2" 9'-6" 10'-1 1/2" NOTE: S I D E WA L L_ SECTION A— A EXISTING FOOTING SIZES. epoSCALE. 112"= 1'- 3" 80 MPH WIND LOAD SHEET NO. 3 o,7 4 _�" 7 OFFICE: CUTCH0GUE, NY J08 NO. —� 128-0491—P E/ISTING VENT—A—RIDGE 12 4 EXISTING 2"x4" PULRINS �— EXISTING SHINGLES 0 0 ° 2"x8" TIE ° I EXISTING STUB COLUMN / itNFAnaRs 19'-6 3/4" TO GRADE \ \ 21 / \ w Q EXISTING 3-2"x6'" COLUMN - - EXISTING GAMBREL RAFTER (BEYOND) \ \ W I� / \ r) / DECK LOAD I NOTE: \ CO / LIVE LOAD 40 PSF REMOVE EXISTING 2"x8" TIES. \ 1' OVERHANG / DEAD LOAD 10 PSF 14'-7" / TOTAL LOAD 50 PSF \ 2"x8" JOISTS © 16" (O.0 (2) 2"x8" HEADERS � 3/4" T&G PLYWOOD 2"x4" BLOCK (RIPPED) (N0. 1 SYP) (NO. 1 SYP) _ 2"x6" FIRE STOP BLOCK 2"x6"-8-10 ADJ. JOIST HANGER JOIST HANGER � L — 2"x10" HEADER (NO. 1 SYP) Q (4) 2"x10" HEADERS (N 0. 1 SYP) (2) 2"x8" HEADERS W/(7) 20d R.S. NAILS (10) 20d R.S. NAILS PER JOINT (N 0. 1 SYP) — —� EXISTING 3-2"x6" LAM. COLUMN (BEYOND) L — EXISTING 3-2"x6" LAM. COLUMN 9'-6" STAIRS & RAILING (BY OWNER)— \ L 9'-2" L — 1 8'-6" EXISTING WALK DOOR FRAME 3-2"x6" STUB COLUMN W/ — 2"x6" TR. LAMINATE ...s DRAWN BY: EH8440 \ \ DATE: 6-20-97 � L — � 4" CONCRETE FLOOR CHECKED BY: GRADE DATE: REVISED DATE: REVISED DATE: REVISED DATE, REVISED DATE: ��i 4'-0" 6M ANCHOR ROD q.•' ,p d•. +r 4" THICK READI—MIX PAD OR (1)50# BAG OF SACKRETE. PLACE + (1)50# BAG OF SACKRETE AROUND 18 DIA. 26" DIA COLUMNS WHEN SETTING. 15" DIA.I ILD 10'-1 1/2" 9,_6" 10'-1 1/2- NOTE SIDEWALL_ SECTION B — B * EXIIST.ING FOOTING SIZES. 0�' SCALE: 1/2"= '1'— 80 MPH WIND LOAD SHEET NO. 4 OF . OFFICE: MORTON BUILDINGS GENERAL SPECIFICATIONS CUICHOGUE fJY _ Joe ;4o. 128-4491=Fl _Jai LAMINATED COLUMNS — NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER A —�� CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION �^ TT—W-571 J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE — COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND READY— MIX CONCRETE OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE). TWO I GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED ROD PLACED z 2 1/2" FROM BOTTOM OF COLUMN. ( SEE SECTION ) ADDITIONAL CONCRETE MIX IS POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL COMPACTED AT 8" INTERVALS. SPLASHBOARDS — SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER z � � � z ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION Y I m C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. ~ "� W � FRAMING LUMBER — SIDE NAILERS ARE 2"x4" S4S SPF W/2"x3" STIFFENER, 2-2"x4" L—HAILERS SPACED APPROXIMATELY 30" O.C. OR 2"x6" NAILERS APPROXIMATELY 24" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT ~ W TO COLUMNS. ROOF PURLINS ARE 2"x6" S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL Q OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ROOF TRUSSES/RAFTERS —FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS LJ REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN—PLANT QUALITY CONTROL INSPECTION IS CONDUCTED m I � UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. RAFTERS ARE 2"x12" NO.1 SOUTHERN r YELLOW PINE. Z --w ROOFING AND SIDING PANELS — 0.019" MIN., G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED—ON } ~ POLYESTER FINISH. COLOR IS 1 MIL. THICK ON EXTERIOR. Q 10 TRIM —DIE—FORMED TRIM OF 0.019" MIN., G90 GALVANIZED ORAZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. IO GUTTERS — 5" K—STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED TYPICAL LUMBER SPECIFICATIONS — 1991 NDS BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY SIZE DESCR)PTION BENDING VALUE Fb 2"x4" NO.1&2 SPF 1313 PSI DRAWN BY: H840 I ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 2"x4" 21001f MSR SPF 2100 PSI DATE: 6-20-97 2"x6" NO.1&2 SPF 1138 PSI —�— 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 2'x6" NO. 1 SYP 1650 PSI CHECKED BY: MIKE x8 NO. 1 SYP 1500 PSI DATE: 66=2 AS REQUIRED FOR WALL AND CEILING FINISHES. 2x10 NO). 1 SYP 1300 PSI 97 2"x12" NO). 1 SYP 1250 PSI REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC 1 1 ALL/2"x16" 1 LAMINA50ff MSR SYP 1950 PSI ATED VENEER LUMBER 2800 PSI REVISED DATE: — 3 1/2 1 x15 GLU—LAM 1650 PSI ---- JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 5 1 4 x16 1/2' GLU—LAM 2400 PSI REVISED DATE: 51 4"x191 2' GLU—LAM 2400 PSI REVISED DATE: i 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. 5000 IS A TRADEMARK OF AUSIMONT, USA. CS2x6 2-96 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR S H E E� T N D E X THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIREST SUPERVISION AND THAT I AM A DULY REGISTERED BUILDING DESIGN CRITERIA SHEET # DESCRIPTION PROFESSIONAL ENGINEER. USE GROUP C4,1 (3) 1 OF 4 SPECIFICATIONS & SHEET INDEX CONSTRUCTION TYPE 5B RONALD L. SUTTON, P.E. LIVE ROOF LOAD DESIGN 30 PSF 2 OF 4 COLUMN & FLOOR FRAMING PLAN MICHAEL L. McCORMICK P.E. WIND LOAD 80 MPH 3 OF 4 SECTION DATE: REG. # _ FLOOR LOAD 40 PSF 4 OF 4 SECTION _ FLOOR AREA 1,080 SQ. FT. SCALE: SHEET NO. r