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HomeMy WebLinkAbout22327-z r ~ FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23692 Date JUNE 9, 1995 THIS CERTIFIES that the building NEW DWELLING Location of Property 3005 WELLS ROAD PECONIC NY House No. Street Hamlet County Tax Map No. 1000 Section 86 Block 2 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 24, 1994 pursuant to which Building Permit No. 22327-Z dated SEPTEMBER 15, 1994 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 A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH, THREE CAR GARAGE AND REAR WOOD DECK AS APPLIED FOR. The certificate is issued to PAUL & BARBARA NABAS (owner's) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL-RIO-94-0076 MAY 12, 1995 UNDERWRITERS CERTIFICATE NO. N353741 JUNE 2, 1995 PLUMBERS CERTIFICATION DATED JUNE 9, 1995 MATTITUCK PLUMBING & HEATING e'V' Building Inspe or Rev. 1/81 FORM NO.3 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) Date .............w 19..1...... N® 22327 Z Permission Is hereby ranted to, ~C * I to C.,/......O..... WC~.(-u......,~i/!! J.V.... )J. 1,9.L 'li../ `~~1 .1/..ice . r9.5.:........,4~~/~.. 10 . ......~~.a s................. 6 ..../.r~,-- 'G..-....1.... s" ~..j:~- - ° at premises located at.....T~dC?. C /.4%1•%....../. . .....v...c..., ...y...........- County Tax Map No. 1000 Section F6....... Block ......Z Lot No. pursuant to application dated . ::;?77. t 19......(:?.IV and approved by the Building Inspector. Fee $..l~~v/..rrZ,A Building Inspec Rev. 6/30/80 00 Form No. (r ~z TOWN OF soulnoLn i~ BUILDING D@PARIMN'C JUN ~ 9 199r3 'COON NALL j, 765-1807. APPLICATION FOR CGRTTH CATB OF OCCUPANCY A. This application must be Inspector filled In by typewriter OR ink and submitted to the building with the foliowfog: for new building or new use: 1• Final survey of Property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from llcalth DePt. of water supply and sewerage-disposal(S-9 form). 3. Approval of electricvl installation from Board of Fire Underwriters. 4, Sworn statement fromtplumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial buildin , industrial building, multiple residences and similar buildings and installations,Va 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. 2. A properly completed application and a consent to inspect, signed by the applicant. 11 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 Bu.ildine - $100.00 3. Copy of Certificate of Occupancy - $20 -DO . 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy Residential 0$15.00, Commercial $15.00 Date ..l. I u aq'~r . New Construction........ Old Or gIf~OJr Pre-existing Building . Location of Property...aJ. X115 U. P -;l. .1/, - ,)~q'5'53 / (louse No. Street Hamlet Onwer or Owners .:f Pr.operty,. PdVL cxoJ- barhu& 111akas County Tax Flap No 1000, Section ...6~' 00 . ....Bl••o'c•k.'.•. • ..2 . . Lot....* Subdivision.. ............U ...............q~ ....I'i1cJ Nap............ Lot...................... Permit F1o,,,,L- 7-:: 7- ate Of Permit..., 5.0. . Applicant..!r.~i:h ~.W: ff~- iIcalth Dept. Approval... 12I C.j' A ............Underwriters Approval. .,~r,1;3a~q5 • '1111 pnII 11 '1811111"9 Board Approval .....lv.l. request for: Temporary Certifi.cate........... Final Certicate... 'ee Submitted: $„'t ,0() a3o 05- ut -c& . y 6 S 1~1 Ell 11 " WO Hafl 83095 Ma)n Road , y 5 Fax (516) 765-1623 f p"6: 80 1178 Telephone (516) 765.1802 'tUttiold, NeW.,York 11671 ii 1Aj t'M OFFICE OF THE BUILDING INSPECTOR P slf TOWN OFSOUTHOLD s> CERTIFICATION ]~I X i~pyri~ i • rc. ~ I DATE tiF fij [i,xr 1i,tlding,permit No. Zz 3 "Z clcsrler C~c~ f LgS (~1~c `i,, please print) G (p es&e print) > -x~Sli I certify that the solder used in the water supply system iA bYi'ains'less than 2/10 of 18 lead. (Plumbers Sig l~ ~yR L S , ,4?,1~ MP wazn to 'before me this ~r day of 19 „ 1 9 995 6t4il blic JUld c/~c County M1 5 ~4~ 4q~i F i F. JACKSON wry y,- Nawly FhbBo slate of New York NM 4M58 aww in sunoR County Term Dome Feb. 16, IN/, <616 -a X131 THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 1 r1001071 BUREAU OF ELECTRICITY 1 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date JUNE 02,1995 Application No. on file 86785094/94 N 3537141 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of PAUL NAHA , 2005 WELLS ROAD, PECONTC, N.Y. in thefollowinglacation; ® Basement ® Ist Fl. ® 2nd Fl. GAR/ATT.T.C/OUT Section Block Lot was examined on MAY 30 , 1995 and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES cOOKINGDECKS OYENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER AMT. K. W. AMT K.W MT K.W. AMT K.W AMT. ffHP. 28 48 59 2G 1 1.5 3 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TI4C? ELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT K. W. OIL H. P AS H. P. AMT. NO A. W. G. AMT AMP. AANS. Mr. H. P SYSTEMS pMT. WATTS NO.OF FEET 2' 1 12.` - 4 - I SERVICE DISCONNECT NO. OF S E R V I C E AMT. AMP. METER TYPE 1,W 2W 10 3W 30 3W 3,e 4W NO. OF CC COND A. W. G. NO. OF HFLEG A W. G NO. OF NEUTRALS A. W. G. EQUIP. PER .e OF CC COND. OF MI-LEG OF NEUTRAL 1 200 CB 1 X 1 2/0 1 2/0 OTHER APPARATUS: MOTORSI3-F H.P.,2-1 H.P. SMORE DETECTOR t q G A S CONTRACTOR LTC.#578-E BOX 215 SOUTHOLD, NY, 11971 GENERAL MANAGER 11 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. Lt7lli..°iI L~.._Ua Il:hniL II ..--.-^~a..'_...::-r ..,'c~-~--•.: COMMENTS • a N ItIDATIOY~' 11IDATIOt1 CA (2nd) _ m~ CH FRAME - / °••FLUMBIVG j '~~r /ofdd sy ((]nJ,^T\\ m ULATIOh7 PER Y. _ m STATE ENERGY II ® CODE I h _ II FINAL \ AD TIOh1AL COMMENT m (p (A x 70 a o v• ~ / M A p i 2~Li {c l 765-1802' y r e BUILDING DEPT. T INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ON [ ] FRAMING [ FINA r [ ] FIREPLACE A CHIMNE r REMARKS. .1 x a s" x , a 1 DATE INSPECTOR ` I i i M-1802 BUILDING DEPT. I NSPECTI [ ] FOUNDATION 1ST I RO PLBG. [ J FOUNDATION 2ND INSULATION [ ]FRAMING [)FINAL REMARKS: DATE /~KINSPECTOR pp~ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND INSULATION [ FRAMING FINAL REMARKS: ,~L~-z - X T) DATE 1117 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING [ FINAL , [ ] FIREPLACE & CHIMNEY ej I- ell REMARKS: ~ X 1 x, DATE INSPECTOR 2 3 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J I SULATION [ ] FRAMING [ FINAL [ ] FIREPLACE &lCHIMNEY EIVIARKS: Age DATE ll ~INSPECTO 765-1802 BUILDING DEPT. LK-PPECTION [ F UNDATION 1ST [ OUCH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REM KS: -f -4 A j R r DATE D ~r INSPECTOR 1~3 fP ARCHITECTS 300 WHEELER RD. • SUITE 303 • HAUPPAUGE • NEW YORK • 11788.516-234-4897 P.O. BOX 1537 • MANASSAS • VIRGINIA • 22110-9998 • 1-800424-6047 March 8,1995 Re: Nahas Residence Project #95012 Mr. Tom Fisher Town of Southhold Building Department Main Road, P.O. Box 728 Southhold, New York 11971 Dear Mr. Fisher, As per our telephone conversation of March 7,1995, in reference to the center splice of continuous built-up girder in the basement of the Nahas residence, one of the following corrections must be com- pleted: 1. Add a fourth 2" x 12" member to the side of the existing (3) 2" x •12" girder extending the entire span plus a minimum of 4" at each end nailed with 20-penny nails, two near each end and staggered a maximum of 32" o.c. in a horizontal line. 2. Install (2) 10" x 12" x 3/16" plates, one each side of the existing (3) 2" x 12" girder centered on the splice bolted through the girder with (4) 1/2" diameter bolts, 1 1/2" from each corner of the plate. I certify that either one of these corrections when completed are capable of carrying the Design Loads required by the New York e Building Code, for both live/dead loads. Very truly yours, c gD RCNITc . L Lue~F Br c „ k~' E N. R. LBAG/dmc 1 410 y0 11111 "LA-LI III 1 1-1 STATE OF too NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS ~I ARCHITECTS 300 WHEELER RD. • SUITE 303 • HAUPPAUGE • NEW YORK • 11788.516-2344897 P.O. BOX 1537 • MANASSAS • VIRGINIA • 22110-9998 • 1-800-624-6047 Mr. Tom Fisher February 23,1995 Town of Southhold, Building Department Re: Nahas Residence Main Road, P.O. Box 728 Project #95012 Southhold, New York 11971 Dear Mr. Fisher, Please be advised that this office has been retained to Design the required structural beams to be substituted for two Micro-Lam Beams as specified for the Nahas Residence on the plans prepared by R. Lehnert Inc., dated 8/18/94. Based on these plans and our structural calculations, the following substitutions must be made; A. Garage Center Beam, 23' span - substitute (3) 3"x 12" with (1) 3/8"x 11" deep steel plate on one side with 1/2" dia. bolts staggered on 24" centers. B. Garage Door Lintel, 16' span - substitute (3) 2'x 10" with (1) 1/2" x 9" deep steel plates on one side with 1/2" dia. bolts staggered on 24" centers. C. Family Room/Entry (2) beams, 12.7' span - substitute (4) 2'x 10" with (3) 1/2"x 9" plywood plates (nailed). D. Basement Beam (below entry, point loads) 10' spans - substitute (3) 2"x 12" with (1) 3/16" x 11" steel plate with 1/2" dia. bolts staggered on 24" centers. E. Triple all Floor Joists (3) 2"x 10" below all wood posts. F. All other basement beams to be (3),2"x 12". I certify that these substitutions are capable of carrying the design loads required by the New York State Building Code, for both live and dead loads. Very yt y-~yqurs G ij. s u R° .pC A .R. BAG/dmc cc: Mr. Nahas DNF Builders sT 13414 I 11111 qT'-Q F NEW y~R r NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS a ARCHITECTS 300 WHEELER RD. • SUITE 303 • HAUPPAUGE • NEW YORK • 11788.516-234-4897 P.O. BOX 1537 • MANASSAS • VIRGINIA • 22110-9998 • 1-800-624-6047 Mr. Tom Fisher February 23,1995 Town of Southhold, Building Department Re: Nahas Residence Main Road, P.O. Box 728 Project #95012 Southhold, New York 11971 Dear Mr. Fisher, Please be advised that this office has been retained to Design the required structural beams to be substituted for two Micro-Lam Beams as specified for the Nahas Residence on the plans prepared by R. Lehnert Inc., dated 8/18/94. Based on these plans and our structural calculations, the following substitutions must be made; A. Garage Center Beam, 23' span - substitute (3) 3"x 12" with (1) 3/8"x 11" deep steel plate on one side with 1/2" dia. bolts staggered on 24" centers. B. Garage Door Lintel, 16' span - substitute (3) 21x 10" with (1) 1/2" x 9" deep steel plates on one side with 1/2" dia. bolts staggered on 24" centers. C. Family Room/Entry (2) beams, 12.7' span - substitute (4) 2'x 10" with (3) 1/2"x 9" plywood plates (nailed). D. Basement Beam (below entry, point loads) 10' spans - substitute (3) 2"x 12" with (1) 3/16" x 11" steel plate with 1/2" dia. bolts staggered on 24" centers. E. Triple all Floor Joists (3) 2"x 10" below all wood posts. F. All other basement beams to be (3) 2"x 12". I certify that these substitutions are capable of carrying the design loads required by the New York State Building Code, for both live and dead loads. Very y yours ,,RE A/, ~l. G OF c u~~ F 4C A.RA $ 0 BAG/dmc cc: Mr. Nahas DNF Builders sT x3414 0 TF OF NEW V R NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS ~I r - - - - - - - - - - - - - - - - - - - _ Q- - - - - - - - - - - - - - . 1. i- 1 -'r t - / 9) ] x I o~ ' 143] a Ay I D ` ° N NN Impm'- ~I ~ • ~ / ~ ~ ?o •u lip ~ ~ I • • o I ~I ~L 'i '17II11 ~L N o \A ut .2 X t2 L J _ nti Aa'`° : 8 m a zz t O N u °o' •i 15~m ~ ~•wo' c p1I I I~ li r~l" t le~oe~ OA l ~ ~I ' 1 I A I _ ~ I I I I \ - _ ~ ~ A e C I J J I III K i X ~ ~ c c I I III I ~ ~ ~ I ° <<io ° . 1 I \I- acs is o c '~zz O I I I m ,p Ia D t P 41 III II ' uu ' ~ I I I h I o a a ~ s I a J I ~I, I 1 I 1 ~ I II I IIA I :•x10• c J ]•vt0• c J 1 • o c_ to ~Ix I it, I I I u N 1 u', I ' ~ ~ I h ~ •.f `lam _ ~ ~ ~ ~ _ r N a I I I Jy~ I I ~u / ~ I~l I 1 I ~ ~ 0•.jo o°J. ° rao'eJ U Orao•cJ S 1 1 u oc _ IS Oe ra m ~ I I ; Im ~ ! I6'-6 ' d" 14'_5" 151_6„ 6'I > I P a m I I I - 30------- 3----- 3046 3046 . 4I ~_o.~ 9•_O• -_e ; ~ I I I .I I ~ I I I .I I I ~ I ; I'I I I I ~ I I I I ~ I I I ~ I I I. I IH s= - c'. Ia 5 H.! I N ~ I in ~ Ii I lu 'I I I I I I~ A i ~11APA~ \ ' IV Or~PO~ I I I 2'zl0' F J I I ~N OL~ 8" b Y Ib OG I I ~t20N Q~ i t I I I I ~N~>~m I I I d I I I \ ~ga3A i I I I I I rmo - I m A ° I I ~ - e ti I ~ I I '0 9A~A I I I ~R I I ~~',^D I I I c ; I I r g~ °'stl1 I _ I ~ I I _ L L_I .y~ i_~o^(1I I I ~ I I < I I o .;a'oc r ~ , am I I ' u a I a $ I I C - a ~a.z.~ I I mi- I 11 " I I L__ r \ n I 1 a, \~JI I I N J i J I I x° -I r. ~ I I o ~ I o_I ~ i-a ~ I I 1& r r . ' o.c I I N r--m LJT~$u~ LJ ~'rsU - ooo .o< oa i i~ v I rF ~ 1 ° I I I I ~ - ~ ~l I I 4"xlo' F,J ~qy's a L J L__J I n 2°x10' F.J ^ ` I L-J la~ o c ~ o '~1v p I I I I ~ o o Y o I' I m I.. ~ I I 1 yy I~ , • r i I {1 L-- - - I O G z ~ 3 Wood Construction 90 Continuous Built-Up Girders, Three or More Supports between 1/6 and Assembly Requirements-- 1/4 of A When girders made up of joists nailed together side by side are continuous over three or more sup- ports, joints in joists are to be lo- r A cated between one sixth and one maximum quarter the span length from an 32 inches intermediate support. No two ad- A joining joists, nor more than one third the total number, are to be maximum jointed on the same side of the A 32 inches support. Nailing-Two-piece girders are to TWO-PIECE be nailed from one side with 10- BUILT-UP penny nails, two near each end of GIRDER each piece, others staggered with a A distance of 16 inches between nails between 1/6 in a horizontal line; or girders are and to be nailed from each side with of A i A 10-penny nails, two near each end of each joist, others staggered with maximum a distance of 32 inches between 32 inches nails in a horizontal line. A Three-piece girders are to be nailed with 20-penny nails on each THREE-PIECE side with two near each end of BUILT-UP each piece, including intermediate GIRDER joints, and with the others stag- A gered with a distance of not more between 1/6 than 32 inches between nails in a .and /A horizontal line. of A Four-piece girders are to be as- A sembled as shown, and nailed with 20-penny nails as specified for the three-piece girder. A Anchoring-Girders are to be securely anchored to masonry FOUR-PIECE piers, nailed to wood posts or BUILT-UP bolted to steel columns. GIRDER CODE MANUAL DLUEC ERU &RDD Dn ~~°DG3 ARCHITECTS 300 WHEELER RD. • SUITE 303 • HAUPPAUGE • NEW YORK • 11788.516-234.4897 P.O. BOX 1537 • MANASSAS • VIRGINIA • 22110-9998 • 1-800-624-6047 Mr. Curtis Horton February 14,1995 Town of Southhold, Building Department Re: Nahas Residence Main Road, P.O. Box 728 Project #95012 Southhold, New York 11971 Dear Mr. Horton, Please be advised that this office has been retained to Design the required structural beams to be substituted for two Micro-Lam Beams as specified for the Nahas Residence on the plans prepared by R. Lehnert Inc., dated 8/18/94. Based on these plans and our structural calculations, the following substitutions must be made; - Garage Center Beam, 23' span - substitute (3) 3"x 12" with (1) 3/8"x 11" deep steel plate (1/2" 0 bolts 24"o.c. staggered) - Garage Door Lintel, 18' span - substitute (3) 2'x 10" with (2) 1/2" x 9" deep steel plates (1/2" 0 bolts 24"o.c. staggered) - Family Room/Entry (2) beams, 12.7' span - substitute (4) 21x 10" with (3) 1/2"x 9" plywood plates (nailed). - Basement Beam (below entry, point loads) 10' spans - substitute (3) 211x 12" with (1) 3/16" x 11" steel plate (1/2" 0 bolts - 24" o.c. staggered) Triple all Floor Joists (3) 211x 10" below all wood posts. I certify that these substitutions are capable of carrying the design loads required by the New York State Building Code, for both live and dead loads. I" gD ARC&~ "IV rs, GLUFC, r Ir ce ue , BAG/dmc cc: Mr. Nahas NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS i - DLDDDDDRU &HD DODDD ARCHITECTS 300 WHEELER RD. • SUITE 303 • HAUPPAUGE • NEW YORK • 11788.516-234.4897 P.O. BOX 1537 • MANASSAS • VIRGINIA • 22110-9998 • 1-800-624-6047 February 17,1995 Re: Nahas Residence Project #95012 Mr. Curtis Horton Town of Southhold, Building Department Main Road, P.O. Box 728 Southhold, New York 11971 Dear Mr. Horton, Please be advised that based on the information made available to us in reference to the Nahas Residence, I certify that the splices made, in the continuous basement built up girder, are capable of carrying the design loads required by the New York State Building Code for both live and dead loads. Please refer to the N.Y.S. Code manual, Section 3 page 40, for confirmation and design criteria. Very Ly A rs, G LU eC 9 B ~t e A Sr ri eck , N C. R. BAG/dmc ST- 13414 Enclosure P OF NE~~ cc: Mr. Nahas NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS SAIL 23~ te~-~ c `?a±,o) c 375 M= 3)S (Z3)Z Z 4.B_~/Znoo) w. c 24.8 K - $~-c-- /4so ZoS:.Zt}-,.iv_ - ISAef via* Cl- /L 5 -l3.3zo.G7 (Z) - - 42, eoo 7.,503 - y,,,c. lt°j~ co~~ G.ts (zo+,u) t _~s_(3ot~s) °--~G?~5 - - - GGZ.S ~g)Z 34 4312S_~f21-- - - /450 ZZ5 0450) ' S?c S'~ - 27~ /8 5 J Z, 14.83 M,a~9~ ~Py7c9- f9.G3- 6(4) b` - - OcA5 'IV Ph-E'S Z? 3 FAMA- (~,Jltt tt)3a-- s cyo,, = fZ.Ir7 LoYJ G~4o+~S~ + ±i4~ S4S ~w~ c S4S C(Z"~~` c l0 431P 5 _ !d, 9 art qa S - G. 14.0 - L were d' .rP /cy.tov~ G 2 / SALT 7. 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(3.S(sS~+ (30))(_tZ.(07~ ?79A--- - - - z /r+fl 2740 C1-&7)x lO S2E. - oo / iZ? d Z - 'SAO 4z ~7C- - - .3s6- (IS) 4,17 3/3 61 - - - F 95-19-5 (2/89)-10c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION y.-. t Adh Ohio APPLICATION FOR PERMIT-TRANSFER . 2 Z 1994 o (In Accordance with Uniform Procedures, Part 621.13) Please read ALL Instructions on back before completing this application. Please TYPE or PRINT ]early in Ink. PART 1-71RANSFEREE (NEW OWN ERIOPERATOR/LESSEE) COMPLETES: $ 1. LIST PERMIT NUMBER(S) AND THEIR EFFECTIVE AND EXPIRATION DATES. , e 6 - 16 s z 9v 2. NAME TRANSFEREE TELEPHONE NUMBER v~ ~N~ (ba,~~ ccs L5 -/98-J39/ STREET 60X /ZZE, CITY C( U7z h0 UV STATE ZIP C DE 7 N /I ~3~ 3. TRANSFEREE IS AII;K: ? Owner ? Operator ? Lessee q' `O nT(tt Gr V'e d.e e-, 4. NAME OF FACILITYIPROJECT 6,0r7STr0ed" STREET LiJ.2I~S ~O~ CITY STATE ZIP CODE lac C,0 N / 19 5 COUNTY TOWN u-FFcj K VOU7"~dlcL 5. HAS WORK BEGUN ON THE PROJECT? Q~,j ( / A ~11 ? Yes N No If no, proposed starting date: "us r' 1 Cl l ! Approximate completion date: Dee,,- I qq7 ,N( If there will be any modifications to the current operation, the transferee must attach a_statement specifying the details. 6. CERTIFICATION: This certifies that the transferee is the current o~ of the named facility, has a copy of the permit, understands li-I and will comply with all conditions in the referenced permit. Facility operations/project scopeldischargeslemissions will remain the same. Further, I herehy affirm that under penalty of perjury that information provided on this form and all attachments submitted herewith is true to the best of my knowledge and belief. False statements made herein re unishab]e as Class A mistlemea r pursuant to Section 210.45 of the P nal Law. Signature and Title 2~ I Date -7 2-/ c7q PART 2-TRANSFE OR (FORMER OWNER/OPERATORILESSEE) COMPLETES: 1. NAME OF TRANSFEROR TELEPHONE NUMBER <S'i Ua /JCL ~c22 e 1 d u 014 36-5--886Y STREET Z Z !JJ•~ S7`r i U CITYSTATE CODE O /14 e~ ZIP a /U Jta,20 2. NAME OF FACILITY/PROJECT, IF DIFFERENT FROM NAME IN PART 1: Sam e (4S cuboU e- 3. CERTIFICATION: This certifies that the facility referenced In Part 1 of this form is/was transferred to the party identified as the new transferee - . ' - (ownerloperatorllessee) on _t/"(~ (date). Signature and Title Date PART 3-PER TRANSFER VALIDATION SECTION-DEPARTMENT OF ENVIRONMENTAL CONSERVATION COMPLETES: ,I.C*ansfer of permit approved. Transferee subject to conditions of permit, without exception. ?Transfer of permit approved, with the following modifications: ?See attached revised permit page(s) ? New application required. Please complete the enclosed permit application and return it to the undersigned Regional Permit Administrator, Division of Regulatory Affairs, at the appropriate office of the Department (see map on reverse). - - p Jt"1 Signature goW, ~P _ oc,~ //qcf 9 u' p y egional Permit Administrator Date 0 co 0 W c O ` E cif E -O c o j 0 'a N E E C a a ~ W 0 0 ccs c -0 (V E > O O C a O .C > O E m 0 U 6- a) U1 0 410 4~ Q N 0- N C O > c ` CU _ E o e., 0 _N C 3 cis +r c CO O ~ a: W C O N ° C _(D 0 c C: I ® N L O X~ W 0 y a) kip, i N c O C 0 ° O > Lm U CXS c: > :3 CL) Cl) 0 t E ~ ,a O a1 ^ LU W O O .0 •C '.J F z 2C O 0 a -a co (Y 1 z \r1 `1 0 CL a) C C 70 _N co C O L O !n C W C co O C E i .C .2ts 02 C •F-+ a O 'a C c~ N L O i 0 i t 3 W 0) E Co Q N 0 N` 'C C ` rO•cz c 0. o co t U) CZ O N'0 _ F co E Z 2 ~ E ! 9 'a f w COUNTY OF SUFFOLK a ROBERT J. GAFFNEY® SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES . MARY E. HIaeERo, M.D., M.P.H. . COMMISSIONER PERMIT THE ATTACHED PLAN, WHEN DULY SIGNED BY A REPRESENTATIVE OF THE DEPARTMENT, CONSTITUTES A PERMIT TO CONSTRUCT A WATER SUPPLY AND/OR A SEWAGE DISPOSAL SYSTEM FOR THE PROPERTY AS DEPICTED. CONSTRUCTION MUST CONFORM WITH APPLICABLE STANDARDS INCLUDING THE STANDARDS FOR CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS. THE PERMIT (PLAN) EXPIRES THREE (3) YEARS AFTER THE APPROVAL DATE. ANY MODIFICATIONS WHICH MAY AFFECT THE PROPOSED SEWAGE DISPOSAL SYSTEM OR WATER SUPPLY REQUIRE SUBMISSION OF A REVISED PLAN AND ANY ADDITIONAL FEES, PRIOR TO CONSTRUCTION, NO INSPECTIONS WILL BE PERFORMED BY THE DEPARTMENT ON EXPIRED PERMITS. PERMITS MAY BE REISSUED UPON THE SUBMISSION OF NECESSARY APPLICATIONS, PLANS AND FEES, AND WILL BE REQUIRED TO MEET THE STANDARDS IN EFFECT AT THE TIME OF REISSUANCE. A PERMIT MAY BE TRANSFERRF,D INTO ANOTHER PARTY'S NAME UPON RECEIPT OF WRITTEN PERMISSION FROM THE ORIGINAL APPLICANT AND THE RECEIPT OF ANY REQUIRED TRANSFER FEES. IN THIS CASE, THE PARTY PAYING THE ORIGINAL APPLICATION FEE WILL BE CONSIDERED TO BE THE ORIGINAL APPLICANT. WWW058 PAGE I OF 2 DIVISION 01 EN VIFONMENTAL OVALITY COUNTY CENTER RIVERHEAD, N Y 11901.3397 852-2100 18-380..12/92 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT COUNTY CENTER RIVERHEAD, N.Y. 11901-3397 852-2100 PAUL & BARBARA NAHAS BOX 1226 CUTCHOGUE NY 11935 CASH RECEIPT Date Received: 07/26/94 Receipt 5688-P-3924-9710 Hdref No: R10-94-0076 Fee: $330.00 Received From: NAHAS Amount Paid: $330.00 Check Number: 2062 Project Name: RESIDENCE @ E/S WELLS RD., 2921.90' S/O MAIN RD. Location: E/S WELLS RD., 2921.90' S/O MAIN RD. &W WrM 7M ARCHITECTS 300 WHEELER RD. • SUITE 303 • HAUPPAUGE • NEW YORK • 11788.516-234-4897 t9 s P.O. BOX 1537 • MANASSAS VIRGINIA • 22110-9998 • 1-800-624-6047 4 y F" March 8,1995 Re: Nahas Residence Project $95012 Mr. Tom Fisher Town of Southhold Building Department Main Road, P.O. Box 728 Southhold, New York 11971 Dear Mr. Fisher, As per our telephone conversation of March 7,1995, in reference to the center splice of continuous built-up girder in the basement of the Nahas residence, one of the following corrections must be com- pleted: 1. Add a fourth 2" x 12" member to the side of the existing (3) 2" x 12" girder extending the entire span plus a minimum of 4" at each end nailed with 20-penny nails, two near each end and staggered a maximum of 3211 o.c. in a horizontal line. 2. Install (2) 10" x 12" x 3/16" plates, one each side of the existing (3) 2" x 12" girder centered on the splice bolted through the girder with (4) 1/2" diameter bolts, 1 1/2" from each corner of the plate. I certify that either one of these corrections when completed are capable of carrying the Design Loads required by the New York State Building Code, for both live/dead loads. Very truly yours, EO RC J 4` ~ P CAF` Br c kd N. 4 BAG/dmc 1341' 40 STATf OF NE~ EEM NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS SUFFQL,YC `Y Southold Town Board of Appeals MAIN ROAD -STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 TELEPHONE (516) 765.1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3399 Application Dated September 9, 1985 (File Completed 4/11/86) TO: Mr. and Mrs. C. Bruce Stai.ger !Appellant(s)] P.O. Box 348 Southold, NY 11971 At a Meeting of the Zoning Board of Appeals held on -May 28, 1986, the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [X] Request for Variance to the Zoning Ordinance Article I I I , Section 100-31, Bulk Schedule [ ] Request for Application of C. BRUCE AND ANNE STAIGER for a; Variance to the Zoning Ordinance, Artic eT~-I, Section-TU0=3T-, hulk Schedule, for ,approval of two parcels having insufficient lot area, width and depth as described in Deeds at Libers 3362 cp 53, and 5676 cp 213, located at the east side of Wells Road, Peconic, NY; County Tax Map Parcels No. 1000-86-2-4 and 5. WHEREAS, a public hearing was held and concluded on May 1, 1986, in the Matter of the Application of C. BRUCE AND ANNE STAIGER under Appeal No. 3399; and WHEREAS, the board members have personally viewed and are familiar with-the premises in question, its present zoning, and the surrounding areas; and WHEREAS, at said hearing all those who-desired to be heard were heard and their testimony.recorded and transcribed; and WHEREAS, the board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the board made the following findings of fact: 1. The premises in question is located along the southeast side'of Wells Road, in the Hamlet of Peconic, and is.identified on the Suffolk County Tax Maps as District 1000, Section 86, Block 2, Lots 4 and 5. 2. The subject premises consists of a total area of 46,293 square feet (combined total), an average depth of 219± feet, and lot width (frontage) of 210 feet. Existing on the westerly portion of the subject premises is a single-family, 121-story frame house with an accestory garage, both as shown by survey prepared by Roderick VanTuyl, P.C. August 21, 1985. (CONTINUED ON PAGE TWO) DATED: June 4, 1986. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No.!!13399 Matter of C. BRUCE AND ANNE STAIGER Decision Rendered May 28, 1986 3. By this!Iapplication, appellants request approval of the insufficient lot area, depth and width of two parcels: (a) on the westerly porltion, Lot #1, of 22,775 sq. ft., 227.10 depth, and 100 feet in width; (b) on the easterly portion, Lot #2, of 23,518 sq. ft. to a!! tie line, 227.10 depth, and 110' lot width. The existing dwelling is shown on Lot #1 with a setback from the proposed easterly slide line (proposed division line) at not less than 10 feet and with a setback from the rear property line (at a,tie line) at its ',closest point at 70± feet. Lot #2 is vacant. 4. Submitted for the record are copies of: (a) deed dated June 2, 19521at Liber 3362 cp 53 from Herbert W. Wells, and others, to the ',applicants conveying proposed Lot #1; (b) deed dated December 22, 1964 at Liber 5676 cp 213 from Kathryn N. Wells an'd others, to the applicants conveying proposed Lot #2; (c) N.Y.S. Department: cf Environmental Conservation Articlle 25 Tidal Wetlands Permit issued Octo- ber 31, 1985 for the re-division as proposed; (d) Suffolk County Health Department letter dated August 27, 1985 waiving Article VI for a realty development since the number of parcels has not increased since 1980 as per the County Tax Map records; (e) letter dated October 9, 1985 from the Southole Town Planning Bcard indilcating that the set-off applic.aticn be denied because it does not conform with the current zoning requirement of 80,000 each and needs a variance. 5. In viewing the immediate area, the board finds that parcels located generally north and south of the subject premises consist,of an area similar or smaller, than that proposed herein. Also, it is noted that Lot #1 was purchased prior tolthe enactment of zoning (1957); and Lot #2 was purchased at the time of the 12,500 sq. ft. area zoning requirement. In considering this appeal, the board finds an. determines: (a) that the circumstances are unique; (b) that the variance will not in turn cause a substantial effect of increased populEl.tion density or be adverse to the safety, health, welfare, comfort, convenience and order of the town; (c) the practical difficulties shown are sufficient to warrant the granting of the variance; (d) there will be no substantial change in the character of the neighborhood or ,a substantial detriment to adjoining properties; (e) the difficulty cannot be obviated by some method feasible for appellants to pursue other than a variance; (f) that in view of the manner in which the difficulty arose and in consideration of all the above fac- tors, the interests of justice will best be served by allowing the variance appiiad for. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Sawicki, it was RESOLVED, that the relief requested under Appeal No. 3399 in the Matter of the Application of C. BRUCE AND ANNE R. STAIGER for approval of the insufficient lot area, depth and width of parcels #1 and #2 of 22,775 sq. ft. and 23,518± sq. ft., of 227.10 lot depth, and 100 ft. and 110 ft. width, respectively, BE AND HEREBY IS APPROVED SUBJECT TO THE FOLLOWING CONCITIONS: 1. Compli,L.nce with the Bulk Schedule as to minimum front and side yard setbacks without reducticns in the "A" Residential Zoning!~District; 2. Approval from the Southold Town Planning Board pursuant to Ch. A106 of the Code. Vote of the Board: Ayes: Messrs. Goehrirger, Grigonis, Doyen, Douglass and Sawicki. This resolution was duly adopted. l k AMOETH _ GE.RARD IN'GER; AIRMAN June 4, 1986 BOARD OF HEALTH . FORM NO. 1 3 SETS OF PLANS TOWN OFSOUTHOLD SURVEY BUILDING DEPARTMENT CHECK _ _ TOWN HALL SEPTIC FOR:1 SOUTHOLD, N.Y. 11971 C u_~l) TEL.: 765-1802 t:OT ILL . K' . Examined ~ CALL . , / 19., NAIL TO Approved 10 ?.~Permit No..a4a. J Disapproved a/c . . . . (Building Inspector) P LICATION FOR BUILDING PERMIT Date 19?. INSTRUCTIONS UU a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public street, or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit Dursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of.buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspect" s. ~fJcyQC~( !4C? (Signatturre- of applicant, or name, if a corporatio°n))~ (Mailing address of applicant`` State whether ap I' ant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. "L..X fit!c ?!ri/1!.../~!~Z~tu . Name of owner of premises ai,G (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. q Name and title M+ ---orate officer).........~,[.~ - ' F Builder's License No.®?O~7a AUG 2 /q 1991 Plumber's License No . , . , , , , , , , ~ i Electrician's License No. Other Trade's License No. . 1, Location of land on which proposed work will be done. House Number Qp/S~trcet .......Hamlet County Tax Map No. 1000 Section ...~0~. , , , , , , , . Block . Subdivision Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . b. Intended use and occupancy . . . . . . . . . 3. Nature . of work . (check which aPPlicable): New Building . , , Repair Reltnova3 . , Addition Alteration • • Demolition Other Work . 4. Estimated Cost U v~ (Description) f Fee 5. If dwelling, number o dwelli (to be paid on filing this application) If garage, number of cars d 2 ' Number of dwelling units on each floor 6. If business, commercial ial ormixed units occupancy, specify nature and extent of each type of use . Nu res, if any: Front Rear . g Depth . s • ring st u DimHeight of same struc ur rnbcr of Stories . . . 1vith alterations or additions: Front Depth . Depth . Height . Rear . 8. Dimensions of entire new , , . ' ' ' ' ' • Number of Stories . • . Height construction, Front , , , , , ;Rear Dc th . • . • • . ./Number of Stories . P KS 9. Size of lot: Front , }J . . • ` " " 10. Date of Purchase ~ Of For • • • • • • • • Depth -T• , I]. Zone or u "n • 1~~t.~ • ...Rear... Name of Former Owner Vicil demises are situated , , . . 12. Does district proposed • ,,Yih.g)late any zoning law, ordinance or regulation:..... • • • . . . . . . . • . . . . • . . . ' ' 13. Will lot be regraded • NY,. Will excess fill be removed from premises: Yes 14. Name of Owner of pre ise Address r Nc . • , , ' ' I t • Phone No. ttdd Name of Architect Address Name of Contractor* Phone No R~S ,e1~,-pVt?,~"W~ ~O 15.' Is this property within !300 feet of a tidaldwe . clan 1(T~ Y. Phone No. *If yes, Southold Town Trustees Permit may be required. / No. • PLOT DIAGRAM Locate clearly and distinctly all, buildings, wh. i_. r existing or proposed, and. indicate all set-back dimensions from property lines. Give street and blocklnumber or dc':..,,u +4n according to deed, and show street names and indicate whether interior or corner lot. 'Sec c~-t`7~c,Pn'5~ iewuS ~#-s a r~c~~c ;TATE OF NEW YORK, 'OUNTY OF S • . • • . ~L bein.• duly sworn deposes • • • , and says that he is the applicant Dove named (Name of individual lignin contract) b . e is the . i (Contractor, agent, corporate officer, ctc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this phcation; that all statements contained in this application are true to the best'of his knowledge and belief; and that the irk will be performed in the manner set forth in the application filed therewith. :om to before me this i, dayof..' , 19 5 tary Public, ...100tary . County JOYCE M. WILKINS Public, State of~New Votit fh' No. 1962248, SuffolkCoun~{Yy hX ~lL Term Expires June 12• 19 T (Signature of applicant) -°.w.:^wvelwrw->w.?aM'wstMr+ca!a_e~t£r.c~Alw s- ?Ileac.. J J Q N H u O a z u~ d 0 V Ln Z l7 O C9 Q U. N d 3: in 0. 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WAY) TOOTING (TYP.) 1 I I o_o" ~ 10'-0" ~ED 4qc - - - JLbinc~igo°-uwax I-~/A 1'L J MiL - - - - - - _ _ M1GRD-lLA?A6 7 - - - - - - - ~Y `U ~n1 b" 14'-O° II IL U I r I I P L-DOJBLE JO I STS - AROUND OPENING 1 O (3 O 3 1/2" 5TLL LALLY COLUMN ~I ?t .022 ~o o I ( TYP. J Y - RIMNI-. CONC. (u4's a e" 0 c lr GR N6~ CI ® EA. WAY) FOOTING (-n- I I I = rs' L I U. .2HEA.....OL I I I 2 T---~0 l a1 I 6/4' x 1 1 '7/8' ,(6J~_0,(4, x 1 1 7 • V ~ I I I I I ice)( In ~l6)MIGI O/4LNTf81 i L ?xt- I M:uM-LAMS (V 4 6ARA6E I I b' -O" L " GONG. SLAG RI ENP'D. 101_0" 101-0" I I W/bxb 1010 A W.M. OVER I -1 4" WELL TAMPM:) 6RAVEL IL A I IL o I ua If supper tubing is used ClC M 1\CA711lL NCE FILL - SLOPE DN. 2" for water distributing JI~ ' TO OVERHEAD 700R. I I c O _ IL U I IOI $Mettl; piping shell be 1 o I I X. n ® I ; OCCUPANCY OR Of Wes K or I. only i n ® I USE IS UNLAWFUL E PLUMBER CERTIFICATION f m I ON LEAD CONTENT BEFORE m 24'-0" S"I 16' S' 19 -8 ' -O 0' - WITHOUT CERTIFICAT c CERTIFICATE OF OCCUPANCY )OW I I O I 11-011 ON177_OSxT=LOLAA ILLY COLUMN OCCUPANCY Pm-P SOLDER USED IN WATER 1 I I in (s4's a 8" O.G. I OF O~.+CUPANCY 'C I 3S I RIMNr. CONC. MA. WAY) FOOTING (TYF.). S NW YORK SUPPLY SYSTEM CAl'JNOT ~ ----------I I L---~ (5)4x14 ls)2x14 I E) EXCEED 2110 Of 1 % LEAD, I ----------7T I ~nile~ LI I 1=nllal brawn By: R W L it RECE55 FOUNDA J5 FOUNDATION ' rLUMBING 8/18/44 - ,I ® DOOR ~R y{ ? u i NOLLWOO'I NOI1dON00d ALL PLUMBING WASTE Date III WATER LINES NEED ~ d 03AOdddtl N330 SVH a " ag I u p ~j do AaAuns PAZ 11INn TESTING BEFORE COVERING SGq~e: 1 /41I I I -of[ I I UNEXC? UNMXCAVATED ; ~3t i p~ t G33MMION00 I I UNDERW ITERREDTIFICATE checked: REQU ~ I I I I ~ I - - - - - ' AP DYED AS NOTED y I? 1 0 DATE: , B.R#;2z$.,17,z- ~Il~IPo " F. FEE: 7// 8Y: NOTIFY BUILDING DEP ENT qT 3° N 71 Ft 755-1802 9 AM TO A M FOR THE Ly~*~~AMN FOLLOWING INSPECTIONS: ~ 7. FOUNDATION - TWO REQUIRED t r V V 1~J./ - ~ FOR POURED CONCRETE 2. 2. ROUGH FRAMING P PLUMBING f' X5'-4° 3 INSUL ATION piwkT 4 FINAL COI'JSTFUCTION MUST I riE COMPI ETF FOR C. O. I M ALL CONSTRUCTION SHALL MEET ` TI TIT FIFOUIREMENTS OF THE NY, ,STATE CONSTRUCTION R ENERGY -TO CO:TFS NOT RFSPONSIBLE FOR 6E DE E:RfC OR CONSTRUCTION ERRORS i. r I LE6END b" CONC. SLAB/W HAUNC 1B/W HAUNCH section C Wall Section Sheet e a 'a• section C POU POUNDATION PLAN Detol I SCALE SCALE 1/41'-O" ~JOb NO. sheet C Elevation a ElevotlOn 4y~~" GRAVEL P', 6RAVML PILL sheet X eLL COMPAC (COMPACT IN _L'COM,PACTED SOIL OMPAOT IN 6" LAYERS) 9406 O Window / Door = REVISION MARK HAUNCH DETA I L I L T! 1 SCAM 1 1/2"-1'-0" I -70' -0° 1 4' -'1 ° 1i'-a" 14 -I° -I -11u 1 6 r _ PS-9L - - - - - .p FW66O68R ,(s) 2x10 FW610068-4 o I ~ O I O cV MASTER I I I =MENNEN I Iry b BEDROOM I I I Lehnert I NG. ~ MASTER I ~ 7 BATHROOM a° KITGF KITCHEN ~ o 0o FAMILY 5 Kllburn Road x= Garden City, N.Y. 11550 x ° ROOM 516-248--Ig5-1 rvo n® ~ I T I 42'-8° 6n _ GLOSET I (3) 2 x IO_ 2 x 1 0 _ ( 3)_I 3/4 x 9 1/2 _ MICRO-LAMS ,9 - 12' o~gQ~R J. ~ I 16 :20, A~[ P 501 -7 12'_8" 00 4" x~ ; m MT L. FAG F1 ROO r----- X X DO R I r LAUNDR OM r' .0221 ry 2"x10" G.J. ® Ib" 0G ry (B) 2 x 7tT o fs t s/4 RO° p Nall _ I m m U - MICRO-LAMS 9 1/2" 5TH LADY 00L~~UMpN~ ON 2'-O"x2,_0"xl'O" VLYI ® 8 2 R ®18" < BEDRO M Ili r I L~~~ I V RIB.IP. GONG. (>t4'e^ o c 1/2/PE "X" eA war) Poori rrb ED I T® q 12T®-1 y7 ( TYF ) 'J ,n ~J v° m 0 ~CATHEDRAL za CATHEDRAL CEILING ivm 2• - I VW,1V' I ~ I -4 I ~D'e DINING NAHAS RESIDENCE 6ARA&E = Flea rc u ' I ~ ro i o ROOM• y r }I~ ~ILw 2• ,o o nrr -1 c~ tl~ NOTE: BA HROOCARRY WALL UP TO SUPPORT ROOF ~ - X na I m c x m of PECOMC, ry _ U F RAFTERS. O = - A~1 Vnnv ' ml co BEDROOM Ln i 2"xl0" G J. ` I 2"x10" G J. e Ib" O.G a 16" O.O (5)5046 III 2• /9 L4 ' 1 U V .c < iU.. ~p I MTL. FACED OI e~ I m FIREPROOF ro DOOR n® i I 9) 1 J/4 x 41 1 / Aso . ~'7s~ ~ -MILRO-LL ----------(3)3046 - - - _ - - - - - - - - _ - - - _ _ i _ Aso x,ae~ 3446 8446 - - - - - LINE ROOF a OVER 6 ell 6 EQUAL 11'-5" EQUAL '1'-10" 10" 4'-0" I I I 25'-10" L~G~ND Section Section M i Shoot a Shook a Wall Sectl~ Section M - FIR: FIRST FLOOR PLAN Section SCALE SCALE 1/4"=I'-O" sh.ot . Detail ~Job No, I7Wg Sheet e i FI-- Shoot sek a - Elevation Elevation - Sheet a ,Iwr II I i O Window / Door # 9406 2 ZN REVISION MARK I 24'-O"t 23'-q" i 11'-2"t VI'-2" - - - - - - - - - - - - - GENERAL NOME) 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE 22. INSTALL AS PER OWNERS D[I LINE OF EXTERIOR PRIOR TO STARTING OF WOW, AND HE S~H~VA~LL/ FAMILIARIZE HIMSELF WITH TELERH E WIRING IN WALLS PR PER OWNERS DIRECTION ANY AND ALL INTERCOM AND NNG N WALLS PRIOR TO INSTALLATION OF WALL BOARD. L- I NE OF mxlr-RIOR NULL BENEATH I THE INTENT OF THESE PLAN5 AND MAKE UM AGREE WITH SAME, ALL TEMPERATURE CONTROL WIR UK CONTROL WIRING SHALL BE RUN CONCEALED N WALLS, I WALL BENEATH ~~~~p FLOOR AND OR CEILING. 2. CONTRACTOR OR OJNER SHALL OBTAIN A BUILDING PERMIT FROM THE 73. ALL DRTUTALL SHALL BE USA CEILNG. I TOWN OF SOUTHOLD PRIOR TO STARTING ANY WOK UNLESS OTHERWISE NOTED. LL SHALL BE USG. NATIONAL GYPSUM Co. N° THICK ISE NOTED. 3LONTRACTOR SHALL 05TAN ALL (EOUIED APPROVALS, PERMITS, 24. OWNER SHALL SELECT ALL CO L SELECT ALL COLORS. WOOD RA I L I N6 CERTIFICATES OF OCCUPANCY, NSPECTICN APPROVALS ETC, FOR WORK 25.THE CONTRACTOR SHALL KEEF C~~ITMO~R~SHALL KEEP THE PREMISES AND WfRO1BDNG AREA PERFOR'ED FROM AGENCIES HAVING JURISDICTION THEREOF. FREE FROM ACCUMULATION OF W4 THE OPERATIONS UNDER T1415 CON APLLATION OF WASTE MATERIALS OR RUBBISH CAUSED BY '5 UNDER T14I5 CONTRACT. I O I 4 ALL WORK SHALL CONFOW TO NYA CONSTRUCTION CODE AND ALL RULE 26AT COMPLETION OF THE WOW' ON OF THpEI pW~OW THE CONTRACTOR SHALL REMOVE FROM THE AND REMLATIO145 OF THE TOWN O' SOUTHOLD. SITE WASTE MATERIALS, RW15H ERIALS, RW15H AND SURPLUS MATERIALS. I N 21. DO NOT SCALE DRAWINGS WR 5.IF IN THE COURSE OF CONSTRICTION A CONDITION EXISTS WHICH DIMENSIONS, ILE DRAWINGS WRITTEN DIMENSIONS SUF£RCEDE SCALED I FWF.f 7nhR~d P16AGRE'E5 WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR AWINGS AND SPECIFICATION ND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND n e r t I N IS . SHALL STOP WORK AND NOTEY THE ARCHITECT. SHOULD HE FAIL TO 7B. 26. DR DR I REMAIN THE PR O I 2 FOLLOW THIS PROCEDURE, AND CONTINUE 9714 THE wM HE SHALL FOSHALL R WHICH THEY ARE MADE IS a THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT . ARE 7TH EpRR PROJECT OR EEX EXECUTED ORNS TO THIS ~JEC T EXCEPT I ASSUE ALL RESPONSIBILITY AND LIABILItt ARISING 7HEf~ROM. USED ON ANY OTHER PROJECTS ( 64R.ADM AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AV BLEND INTO BY A ZEME IN WRITING 40 ci IN WRITING AND COMPENSATION To THE ARCHITECT. 5 Kilburn Road H , I EXIStNG. MAXIMUM SLOPE ON ALL REGRADED AREAS. BID PROPOSAL. )STS SHALL REST ON FOUNDATION WALLS OR STRUCTURAL MEMBERS. Garden City, N.Y, 11550 30. ALL INTERIOR PANTING IS i01 R PANTING 15 TO BE INCLUDED IN THE CONTRACTORS 516-248-"1g3'1 Y X 1 ALL FOOTINGS SHALL BEAR ON UNDISTURBED 50IL W1T14 A MINIMUM 31. ALL INTERIOR TRIM IS i0 BE C SAL. g (NJ? b 6 21 -5" 6 " SOIL BEARING CAPACITY O 2 TONS PER 50. FT. AND 54ALL HAVE A MINIMUM OF R TRIM 15 TO BE CLEAR NATURAL WOOD. V-0' OF COVER 32. ALL EXCAVATION COSTS WILL ATION COSTS WILL BE INCLUDED IN CONTRACTORS BID PROPOSAL X SAL CONCRETE SHALL BE 3000 PSI MN CONCRETE a 28 DAYS 33, CONTRACTOR IS TO PROVIDE RR IS TO PROVIDE A.IPL GUTTERS, LEADERS, N EXCAVATION STUDY 34. PROVIDE ASPHALT DRIVEWAY 9. PROVIDE DAMPPROOFM WITH TROWEL ON MASTIC ON ALL FOUNDATION 35. FINAL GRADING 16 TO BE NCLI 5PHALT DRIVEWAY AS PER SITE PLAN. WALLS ING IS TO BE INCLUDED N CONTRACTOR5 51D PROPOSAL. I ry 10. DESIGN LOADS FIRST FLOOR - 401/5F LIVE LOAD 36, CONTRACTOR SHALL PROVIDE 2 SHALL PROVIDE THE FOLLOWNG ALLOWANCES xB" R. R ROOF - 3V15F - LIVE LOAD L PLUMBING FIXTURES MIXTURES A IB" O.G. CEILING - 30'/SF - LIVE LOAD 2 LIGHT FIXTURES R€S tp qA WOOD RAILING 3. KITCHEN AND VANITY CABINS ]DESIGN TIMBER STRESS - DOUGLAS FIR - LARCH N0. 2 GRADE FB - 4, CERAMIC TILE NDEVANITY CABINETS `~<< R J. I ~ 1250 PSI, E ° 1300OW P51. 31. ALL FLOOR JOISTS SHALL BE L 015TS SHALL BE LATERALLY SUPPORTED BY BRIDGNG QVO P ' -e I HALL HEADERS~~S~~HCALL BE (2) 7" X 6° a 7°X4" WALLS 4 (3) 2"X6° OR BLOCKING a INTERVALS NOT i i INTERVALS NOT EXCEEDNG EIGHT FEET. • 7'xb' WALLS UNLESS NOTED OTHERWISE 38 ALL FLASHING SHALL BE ALUMNI S SHALL BE ALUMINUM. A 3S ALL RAFTERS SHALL BE MC 4C B. AL HEADERS SHALL BEAR ON 4°X4° POST a 2°X4° WALLS OR 4°X6" CLIPS. i SHALL BE ANCHORED TO FRAMED WALLS WITH HLROCANE E- POST a 2°Xb" WALLS UNLESS NOTED OtIERWSE. 40. ALL METAL JOIST HANGERS AI r 101ST HANGERS AND OTHER METAL CONNECTOR6 REWIRED 1 ~'Q 022A jet 14. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND SHALL BE 'TECCO CONNECTOR :CCO CONNECTORS' OR EQUAL AND 64ALL SHALL BE E CAPABLE . I N 1 I I AROUND ALL OPENINGS. OF HANDLING LOADS a COMNEC LOADS • CONNECTION POINTS. NSTALLATIONS SHALL BE C/ Na~ I it I IN STRICT CONFORMANCE WITH N B. FURNISH AND INSTAL SINGLE STATION SMOKE DETECTING ALARM FECO "-CATIONS fOR9ANCE WITH MANUFACTURE5 SPECFICATION5 ANS I DEVICE N COMPLIANCE WITH SECTION A 501 OF KYS BUILDING ATIONS CKW - SHALL BE EXTERIOR GRADE P01500D WITH EDGES I I I I CONSTRUCTION CODE dU PLYWOOD DECKINLri SHALL BE E %ALL ELECTRICAL WORK SHALL BE BOARD of FIRE LNDERLk-JMR 50LI BLOCKED ED I I d2. ALL DRYWALL SHALL BE PRIM APPROVED. INSTALL AS PER OWERS DIRECTION ALL TEMPERATURE CONTROL L SHALL BE PRIMED AND PANTED (7 FINISH COATS) I I WIRING SHALL BE CONCEALED N WALLS, FLOORS, AND OR CEILNG5 43. CARPETING SHALL BE SUPPLIEI MALL BE SUPPLIED AND INSTALLED BY OWNER I I I I I 111EATIG SYSTEM SHALL BE CAPABLE OF MAINTAINING 10 DEGREES 44. ALL PIPING SHALL BE INSTALLS 'MALL BE INSTALLED AND CONCEALED IN WALLS FLOOR NGS. RADIANT BASEBOARD ELEMENTS SMALL USE SWFICIEM I I FAHRENHEIT INTERIOR TEIPER4TURE AT 0 DEGREES FAHRENHEIT AMBIENT AND OR CEILINGS. RADIANT BA MANI WITH A B MPH WND VELOCITY. PROVIDE OIL FIRE NOT AIR W-ATM SYSTEM LtNGH EACH TO :H ROOM TO MANIAN A 10' F INTERIOR TEMPERATURE I I W/ WEIL MCLAN BOILER 37 GAL BOCK NOT WATER HEATER 45. T 0' EXTERIOR OR TEMPERATURE WITH A 15 MPH WIND VELOCITY. O?r=N TO BELOW SHALL TEMPERATURE LLIBPROVIDE OIL FIRED HOT AIR HEATING SYSTEM W/ WEIL MCLAM SHALL BE WELL COMPACTED N 6` MCREMENT5 I I BOILER 32 GAL. BOCK HOT W4TER HEATER 46. ARCHITECT 45 NOT BEEN RET, AS NOT BEEN RFTANED FOR ON SITE NSPECTIONS AND OR °19~.~ ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NZYS. OBSERVATIONS OF THE CONSTR 45 OF THE CONSTRUCTION. WILPM CONSTRUCTION CODE NAHAS RESIDENCE ; I ~ I 20SANITARY DISPOSAL SYSTEM SHALL BE SUFFOLK COWRY DEPT. OF I ~ I HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION SYSTEM TO BE 900 GAL. MINIMUM SEPTIC T" AID 300 50 FT. SIDE WALL AREA LEACHING POOL I ~ I 71ALL WINDOW MOPEL NAIBERS REI{R TO ANDERSEN WIN~D~O~~WTpa GEXTERIOR - - - - - - - - - - - - - - - - - I FNI5H TO BE WHITE VINYL, NTERIOR FINISH AS PER OJNEFR5 INSTRUCTIONS. PROVIDE NSEC* 5CFMS, JAIME EXTENDERS 4 GkRIDS. 1 I I PECONIC , I I NEW YORK Prawn 8y. R W L Date: a/I5/44 L - - - - - - - - - - scale: i Checked: I l 5',EGOND FLOOR PLAN 'LPN SECOND FLOOR PLAN I , LEGEND I i. hook e ecklon petal I ob No. r;)wg ;sh"t Wall sectlon f Blevatton E~BYatIDn PROGRESS P'RNn sheet M NOT FOR CONSTRUCTION JCTTON M O Wlndow / poor # 9402 3 ' REVISION MARK r. i "4 BRICK CHIMNEY- FLUE Y- FLUE 12 12 ASPHALT ROOF TO BE MIN PRO-JE A -0" A50YE sC~ DS 5HIN6LE5 (TYP ) ANY ROOF PROJECTION ON JEGTION WITHIN 10'-0" HORIZC HORIZONTALLY r ( TYP I GAL) TOP OF PLATE it 5 Kilburn Road Garden Glty, N .Y. 11550 516-248-1415-T f i I - - - - - - - - - FIRST FLOOR EL. + O' -O" GRADE I y J. .t I 01~z I ~ VINYL SIDING - COLOR L ENTRY OOR A/ BY OWNER (TYP ) to ~ ~ 1'-O" IDELI6HT1 EA. 91 TE ~NENI GONG. FOUNDATION r KALL b FOOTI N6 (TYP ) 1 'y0, 022 {ar I - - - - - - - - - - - - - - 57r-f. FOOT I N6 - L I ON 2 MAX. (7I/P.)------------- - --L-------- SRO' f"4RON7 E EVAT 1 ON SCALE SCALE 1/4"=1'-O" NAHAS RESIDENCE ASPHALT ROOF 5HIN6L-c5 (TYP.) PECONIC, BRICK CHIMNEY- FLUE NEV YORK 12 TO BE MIN OI' ABOVE ' S~ - ANY RODE PROJECTION Drawn 5y: R. W L I/.TTL1}ll AI X11 LI-C•T-lIT 41 I rya iniiv ,v v nv~ct L~~~ ni. (TMP Z cAL) Dobe. 8/18/94 scale: 1 /4° = 1 ' -O" Checked: TOP OF LATE rV EL. + 8'-O" Title: ELEVATIONS FIRST F=LOOR-.-.A EL. + O'-o" I VINYL SIDING - =4m BY ONNER (TYP.) I ' NEW GONG. FOUNDATION WALL t FOOTING (T'fP.) L G ND I I I I 6ectlon - - - - - - - - - - - - - - - - - - - - - - - II II I 6ectlon . - J - Sheetk Wall Section Sheet k 6ection Section 0 Detall Job No, =Jwg U` Sh..t r Sheet a --Shoot - elevation z Elevation RIGHT SI!;)e ELE ELE~/A? I ON t ,--Shoot - Sheet e 0 Wlnclo>N / Door # 9406 4 REVISION MARK I i BRICK CHIMNEY- FLUE 9 TO BE MIN 2'-0" ABOVE I ANY ROOF PROJECTION 1 WITHIN 10'-O" HORIZONTALLY (TYP I GAL) ~ - _ RL , H-H R. Lehrlert INC. 5 Kilburn Road bardan Glty, N.Y. 11550 27 516-248-10151 j y EL. + O•-G" ow ~eseie'J xxII WOOD DECK L B S AREAWAYS AS REQUIRED BY GRADE ~ . I e? NL . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REAR ELEVATION SCAL SCALE 1/4°=1'-O NAi"W RESIDENCE NOTE: ,FOR ADDITIONAL NOTES 4 INFORMATION SEE ELEVATIONS ON SHEET #4 PECOrnC, NEW YORK Drom 59: R W L Pate siieia4 scale: 1/4 " =1 1-011 Checked: Oil H-HI Title. : LILI WOOD DECK LIE] ELEVATIONS - F .rT FL - -11 t fj= F a I~ Job No. S7wg # R I 6H47 5 I ,DE ELI )E ELEVAT I ON SCALE 11/4"=1'-O" 9406 5 NEN RAILING TYPICAL ROOF CONSTRUCTION 28d ASPHALT R~nOOF SHINGLES OVER 15' ROOF FELT ON V/°CDX PLYWOOD (2)2x10 RIME 531). CM. N-FATHNG 2X8 ROOF RAFTERS 9 I6°OL. s- STUDY -=~RL ~CONT ALLN. GUTTER A LEADERS (TYP.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2" CONT. ALI?9. SOFFIT TYP. WALL CONSTRUCTION VENTS W! MSECi SCREEN 1/2° CDX PLYILD. SHEATH'G 15 0 FELT UNDERLAYMENT Fw,l. Lehr e,rt I NG. 2x6 STUDS a I6" OC W/ PININ6 ROOM LAUNDF LAUNDRY ROON K I Tr-HEN MIN. R-19 BATT INSUL 1'i" GYP. BD. FN. 5 Kilburn Road Garden Clty, N.Y. 11530 i i TYPICAL FLOOR COWFAICT(ON 516-248-10157 i i Op OV~ 2"NPLYWD. (AIDERL~AT`IENT ON e" i PLYWOOD SUBFLOOR NAKED I GLUED TO 2XIO DF. FE'S 16" O.C. TYP SLAB CON5MICTION BASEMENT 4" POURED COIC. SLAB RENF. FOUNDATION WAL CONSTRUCTION W/ 6X6 10-10 LWF OVER 6 MIL. Trm 8°POURED CONCRETE WALL ON POLYETHYLENE VAPOR BARRIER a"XI6° CONTIt°LL:OUS POURED CON~CryRE~7E ye FA J. ^ c~~~^ ON WILL COMPACTED POJR0U5 FILL FOOTNG REM. W/ (7) 5 REBAR CONT PLACED ON UNDI57UF5ED SOIL t L/ t 022 a~ OP NA~ S~G°~' I ON SGALc I. SCALc 1/4"=1'-O" S NAHAS RESIDENCE 3'-0" Pocket Poo, w/Track on Top 4 Bottom I/2" byb. Bd. Bott. Insul. PECONIC, NEW YORK .Jame r n Drawn 6y. R W L mmmmm~ :."b Bumper ' 2"4 5tude Date. 8/18/94 Beale. Checked. POC<E7 D®®R FLAN 1;)E7A I L SCALE 3"=1'-O" EXTERIOR UMI OaJST. SECTIONS, & DETAILS (3) 2X10 FEARER 1EfLO LOf•QEGi FJ 5 10 ADP- TTPIOAL " ALL BASEMENT UNDOM 61 RDER (2) 2x6 AO MZE65UIRE TRIP. ROOF RAFTER JOIST HANGAR CSI SILL PLATE CELLAR IfiILTTT INNJOIU -N "HURRICANE CLIP" :I LANE LLI!" JOIST LEGEND o 09 OR P~ eMJ IAL 0 :LEND 2x6 AO FFESSLM TRIP. op° CLA UD. SILL MATE TO! PLATES ~ o Section tl -Sectlon # o e Wall Section ~ o Sheet - Sheet ''Lr r ~I Section - Sectlon Detall Job No. `Sheet Y - Sheet k - Elevation - Elevatlon a Elevatlon Sheet - Sheet ~ BASEMENT WINDOW DETAIL HURRnANE CLIP DETAIL JOIST HANGAR DETAIL O N.T.S. N. T. r. N.T.S. Wlndow / Door # 9406 6 A REVISION NARK lia