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HomeMy WebLinkAbout27873-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29840 Date: 11/17/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4700 MAIN RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 35 Block 5 Lot 5.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 5, 2001 pursuant to which Building Permit No. 27873-Z dated NOVEMBER 7, 2001 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 ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #5121 DATED 4/18/02 . The certificate is issued to MOON BAY DEVELOPMENT CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0182 11/12/03 ELECTRICAL CERTIFICATE NO. 111635 11/02/03 PLUMBERS CERTIFICATION DATED 11/12/03 BRIAN BLATT ut rized Signature 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) PERMIT NO. 27873 Z Date NOVEMBER 7, 2001 Permission is hereby granted to : DIKEA PAPALOUIZOS 30-20 34TH ST ASTORIA,NY 11103 for NEW CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY DWELLING WITH A TWO CAR GARAGE AS APPLIED FOR WITH PLANNING BOARD APPROVALS . at premises located at 4700 MAIN RD GREENPORT County Tax Map No. 473889 Section 035 Block 0005 Lot No. 005 . 001 pursuant to application dated NOVEMBER 5, 2001 and approved by the Building Inspector. Fee $ 1 , 322 . 10 Auth zed Signature COPY Rev. 2/19/98 NOV 12 '03 12:17PM SOUTHOLD BUILDING 631 765 9502 P• 1 Form No.6 'TOWN OF SOUTHOLD BUILDING DEWN PARTMENT "7 O ALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY T'his application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Fatal survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 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 I% 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. R. 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 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 Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. ' l I) ®� V� New Construction: te/ —_Old or Pre-existing Buildin : (check on`c— /�� Location of Property! -7 Q�-__ (!1N ,' r(f�0/f- / " House No. Street Hamlet Owner or Owners of Property: )N RAY L le Lj rate e Suffolk County Tax Map No 1000, Section Z S Block Lot 5� Subdivision =Date Filed Map. Lot: Permit No. �, ]L l L Date of Permit. Applicant: _ Health Dept. Approval: �1f0�" f.V_Qj —4 I—Cl&nderwtiters Approval: ye-S Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o e) Signature LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Application No.: 111635 670 MIDDLE COUNTRY ROAD permit Number: 27$732 ST. JAMES, NEW YORK 11780 Block: Lot: (631) 265-3075 Fax (631)265-6057 Section Owner: Custom Designer Homes Agent: Top Gun Electricp,0. Box 1002 Address: 4700 Main Road Address: Municipality :Greenport NY Cutchoque NY 11935-063 License#: 5150E top Gun OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 44 Switches: 0 SubFeeds: 0 PooISAbvBIo: 53 Receptacles: p Timers: 0 PoolslnGround: 6 GFCI Devices: 1 Transformers: 0 Pools Filter: 0 Dimmers: 0 ACEquipmentCentral: 0 Pools Lights: 46 MediumBaseFlxtures: 0 ACEqulpmentWindow 1 CO Detectors: 0 FluroescentFlxtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 1 RangeOvenCookTop: 50 A 0 WhlrlpoolHotTub: 0 RefrigUnits: 1 DryerElectric: 30A 0 Microwave: '.. 0 WalkinBox: 3 ExhaustFans: 1 WaterHeaterElectric: 4.5KW 0 ExhaustUnit: 0 CeilingFans: 6 SmokeDetectors: 0 SteamShower: 1 DW: 0 TrackLightingStrip: 0 BreadWarmers: 1 Laundry: 0 ElectrlcHeat: 0 GarbageDisp: 4 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac: 0 ExltSigns: 0 Disconnects: 0 ChandelierLifts: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: 'J,'Basemen IJI FirstFloor vF SecondFloo I-. Outside L_ ' Addition '�] Survey .Q New Const. Comments New Residence Final 10/31/03 /Additions Temporary OH —1 UG iv! Amp: 200 Phase: 1 Volts: 240 WireType: CU Conductor 2/0 tt Meters: 1 Member I.A.E.I. Electrical Certificate Certificate No. 111635 LONG ISLAND ELECTRICAL INSPECTION SERVICES, IN THIS CERTIFIES THAT O R LO AL IS RICT Certificate Issued on: 11/2/2003 INSPECTOR CONDUCTE AN I S ECT N OF THE Issued to Custom Designer Homes VISIBLE PORTION OF T ELE IC INSTALLATION DES ED H IN ND IS Address: 4700 Main Road COMPLIANT WIT HE UR T I�TIONAL Greenport NY ELECTRICAL DE. Top Gun Electric P.O. Box 1002 Cutchoque NY 11935-0633 AEI Certified Inspector APPEALS BOARD MEMBERS �V� CQO Southold Town Hall Gerard P. Goehringer, Chairman o� y� 53095 Main Road Lydia A. Tortora y s P.O. Box 1179 George Horning ^+ Southold, New York 11971-0959 \ Ruth D. Oliva y �!� ZBA Fax(631) 765-9064 Vincent Orlando Ql �a Telephone (63 1) 765-1809 http: southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2002 Appl. No. 5121 —CUSTOM DESIGNER HOMES, INC. Property Location: 35.-5-5.1; Street Address: 4700 Main Road, Greenport BASIS OF APPLICATION: Building Department's March 4, 2002, Notice of Disapproval for the reason that applicant's foundation for the new dwelling, under construction at this time, does not meet the 50 ft. setback from the front property line facing a private right-of-way. AREA VARIANCE REQUESTED: Applicant was disapproved in an amendment to a building permit application, amending Building Permit #27873-Z issued November 7, 2001, for a new dwelling location. Applicant is requesting a permit amendment to allow the "as built" foundation's front yard setback, at 41.8 feet at its closest point from the southerly edge of the line of the right-of-way, or front line, or an Interpretation that the existence of the 25 ft. right-of-way does not create a front yard area for the purposes of zoning. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 18, 2002, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. PROPERTY DESCRIPTION: The applicant's property is a 41,049 sq. ft. lot with frontage of 165 feet along the Main Road and of 375.31 feet along a 25' right-of-way, or south property line, in Greenport. The property is improved with a new foundation located at 63.4 feet from the east property line at its closest point and 95.5 feet from the west property line, 66.8 feet from the southerly property line. (See foundation survey dated 2-5-02 prepared by Kenneth M. Woychuk, L.S.) REASONS FOR BOARD ACTION: IN ACCORDANCE WITH THE REVIEW STANDARDS SET FORTH IN TOWN LAW 267B-3 "AREA VARIANCES," THE BOARD HAS CONSIDERED THE BENEFIT TO THE APPLICANT IF THE VARIANCE IS GRANTED, AS WEIGHED AGAINST THE DETRIMENT TO THE HEALTH, SAFETY AND WELFARE OF THE NEIGHBORHOOD AND COMMUNITY BY SUCH GRANT, AND DETERMINES THAT: 1. Grant of the area variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. The location of the dwelling contains more than the minimum front yard setbacks along the three remaining lot lines: to the north, 85+- feet from the Main Road, to the east 63+- feet from the private road named Maple Lane; to the west 95.5 feet. These setbacks exceed the code requirements of 50 feet for the front yard and 60 feet for the rear yard. The Building Department also describes the private right-of-way owned by the applicant that traverses the length of the southern lot line as a road or street requiring another front yard setback. This type of situation, with a definition of three front yard areas, is a unique situation, and a characteristic which defines relatively few properties. This type of legal attribute is generally deemed to create a Page 2—April 18, 2002 ZBA Appl. No. 5121 —Customer Designer Homes Parcel 1000-35.-5-5.1 at Greenport hardship to property owners seeking to build and meet code requirements without the grant of some kind of area variance. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant was granted a building permit, constructed a foundation, and completed other major aspects of construction prior to a stop work order. It would create a severe hardship for the applicant to relocate the building on the basis of gaining approximately eight (8) feet or more clearance from the afore-mentioned private right-of-way. 3. The variance granted herein is not substantial. The setback cited in the Notice of Disapproval is 66.8 feet from the property line at its closest point. The distance to the inward edge of the applicant-owned private right-of-way will be +-41 feet, representing a setback reduction of approximately 16% from code requirement for a front yard setback if this area were to be used as a road or street. 4. The variance granted will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. There is no evidence to indicate that the granting of the relief would create any kind of adverse physical or environmental conditions for the property, neighborhood, or the district. 5. Grant of the requested variance is the minimum action necessary and adequate to enable applicant to enjoy the benefit of continuing with construction of a new dwelling in accordance with a building permit, while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. BOARD RESOLUTION ACTION OF THE BOARD: In considering all of the above factors, and applying the balancing test under New York Town Law, motion was offered by Member Oliva, seconded by Chairman Goehringer, and duly carried, to APPROVE the variance as applied for. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Note for the Record: With regard to applicant's request for an Interpretation, the Board was not able to garner the votes required for a formal interpretation. Vote of the Board: Ayes: Members Goehrin alr an), ,Todo�a, H g, Oliva, and Orlando. This Resolution was duly adopted- -0). /)� GG:GH:lk �// Gerard P. Goehringe , Chairm NOV 12 '03 12:17PM SOUTHOLD BUILDING 631 765 9502 P.2 • 4gUFFO(K Town Hull,53095 Main Road w P.O. Box 1179 $ Fox(651)765.9502 Southold,Ncw York 11971-0959 Qr ���� Tcicphono(631)765.1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:� Building Permit No*_ ( �� Owner: (Please punt)' Plumber �� �J) PiT G I9se (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this Notary Public, y: i l-& County Ufa hwa III"" Commis" -3,-6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 4, 2002 TO: Dikea Papalouizos 4700 Main Road Greenport, NY 11944 Please take notice that your foundation location sun ey, dated February 20, 2002 Related to permit # 27873, for the construction of a single family at Location of property: 4700 Main Road, Greenport, NY, County Tax Map No. 1000 - Section 35 Block 5 Lot 5.1 Is returned herewith and disapproved on the following grounds: The building permit was issued to the applicant based on a proposed front yard setback of 67 feet from the right of way. The foundation location, recently submitted to the building department, notes a front yard setback of 41.8 feet from the right of way, which is not permitted pursuant to Article III Section 100-32,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the A-C. R-80, R-120, R-200, R-400 Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chgpter with the same force and effect as if such regulations were set forth here in fall." Bulk schedule requires a minimum front yard setback of 50 feet. Authorized Signature cc: ZBA, File 27 Applicant/ / �� Date m ! / Owners Nae: g/!4 ow,.rus � �s,eso Reviewed: Architect/ Date Engineer: Deus«/4 Submitted: SCTNI N: District: 1.000 Section. 3S Block La PI OJ // //� Subdivision I ocation SOD /�o„� /coc.r� C�rern 90,44 _ Name:_ sin&le & separate Req I certification- (Yes d L� n eq /-oning District !`—� IIA size ,vK Acetal4/jUfa' I (Lot wvcragczdl Prop.,,cJ_ ly ReqReq Req (1 ion(Yard 5U/ Proposed'A4)L (Side Pard / ✓.J Proposed &7 U I (Rear Yard Ste/ _ Proposed Project Description: ��Q ��J2<"r G� ��/�^�° 9 `vQen,o� AGENCWERMITS Permit . REQUIRED FOR REVIEW N.A.. NO YE Number Suffolk County Health Dept. ✓ �/° �/ 0 �2 New York State D. E. C. Town Trustees ✓ Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes; / Sl Q<xx 1•J,/ yTV 4-d /7 0✓SC - �_ y /h// lee etuc,) 7(:� <3 X- 74 'Fe/6.Z- 0•�6�a. ff�SSF ¢7S�;,-&so = 70 ?X. 30 = //72. /o t/Sa /3,7--2./o STATE OF NEW YORK ) ) ss.. COUNTY OF SUFFOLK ) �J&#4 t 1r.-s>2wS4.-u.A, being duly sworn, deposes and says: That deponent is over the age of 18 years, and resides at -22.1 M4,N g i Nau-in►.r G T-4hj "I ,k-7 ei 3 That on the day of OCT. , deponent; being the architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR). ` �2 jNis 5/76 `I Arch ct/Engineer Sw rn to bef rem this y L0,� day of� R_.t995. F J JOSEPH R.QUINN ` WY PRIM,%bd New York No.01 17 ry Rublic -- cc: applicant Td WU0S:0T T00c' S0 '>00 TS68-8,J3-T29 'ON Xtid .NI ONUIS3W 0 Wn.. Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 11/05/01 Receipt#: 1194 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1194 Total Paid: $10.00 J Name: Mesiano, Catherine 12 Mill Pond Lane East Moriches, NY 11940 Clerk ID: LINDAC Internal ID:41761 o��gUFFO(,�co 0 w Toon Hall, 53095 Main Road • Fax(631) 765.9502 P.O. Box 1179 ���� Telephone (631) 765-1802 Southold. New York 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 7, 2003 Mr. Jack Campo 60 North Country Rd. Port Jefferson, N.Y. 11777 Re: Premises @ 4700 Main Road, Greenport, N.Y. Building Permit#27873-Z Suffolk County Tax Map #1000-35-5-5.1 Dear Mr. Campo: Please contact me at the Building Department at 631-765-1802 regarding the New York State Variance required for the above premises. Vele tr yours Sou of To uilding Dept. lu e n Building Inspector BJS:gar 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE/& CHIMNEY REM RKS: DATE 0� °8 aZ INSPECTOR ` ` les-1602 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY / REMARKS: /Su br. a Mt +b •� ,> /mss as //MI/ !" �c/ S['f 11 •/ �C-r /G !G //OYiI .V c�Z 1 / K 1� 4e le / DATE 02- i1-/Z INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY J REMARKS: fD/1�b.� G �ano..Pr ,.<<//lX .,r�cdre✓ �rs:e/ DATE 3 / 6.2_ INSPECTOR - 7 ?7 3/5- M-1802 BUILDING DEPT. INSPECT N [ ] FOUNDATION IST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY ItFMARKS: Y e"T s DATE lP �� ?� INSPECTOR U M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE A CHIMNEY REMARKS: DAT EINSPECTO F7 � � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION MING [ ] FINAL ] FIREPLACE A CHIMNEY RE KS: _ c � DATE _a1��.�/0-2,--�—INSPECTO 765-1802 BUILDING DEPT. P INSPECT [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FINAL [ ] FIREPLACE & HIMMMY RE ARK10 S: o a� DATE O .�W"-'INSPECTO .27 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL ( ] FIREPLACES CHIMNEY REMARKS: =.-s 1^J DATE / INSPECTORS ���� ✓ 765-1802 BUILDING DEPT. I NSPECTIO [ ] FOUNDATION IS PL [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: Z DATE INSPECT v 3 � 03 M-1802 _ BUILDING DEPT. -- INSPECTION ` ('2-3f03 pP��,b • [ ] FOUNDATION IS [ ] ROU H PLBG..0 [ ] FOUNDATION 2N -[ ] INSULATION� fo2; [ ] FRAMING [ ] FINAL ���1pc ,�,` [ ] FIREPLACE & CHIMNEY REMARKS�� yua � /�7 — CGGC�/!�/l2Gt�lUay a6Y oe L!J O32 L%CGs 47 �e3[ �aL,��cr.-/-ao-y .r✓v..r:,,y ,P.s�- T- "DATE/a?l3 INSPECTOR 7 k7-3 �z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO=LATION G. [ ] FOUNDATION 2ND [ ] 1 [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � I- 11122= aft. �� DATE /OA//o INSPECT '��'3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C DATE O INSPECTOR i ►' f ZOOM I - - !MIR x , Lfi . ® a• r WA INK i i i BRUSCELLA�CACIOPPO ARCHS 5164272469 P- 92 John Bruscella, Architect Architecture &Construction Management 229 Main Street Huntington , New York 11743 (631) 427-2855 FAX (631) 427-2469 ticplcmhcr 9. 2002 Building Department I own of Sonthold I awn I tall 53015 Main Road Southold, New York 11971 Re: Request For I leight Waiver Q 4700 Main Street,Greenport Building Permit k 278732 Io Whom II May Concern: We respectively request a waiver of height in the 2nd Floor bathroom of the above retoi enced residence. The attached drawing shows the area of diminished height.There is an 18" .,"tson o1 ceiling within the bathtub that is below T-0"This condition occurred due to a change in root pitch wherein this minimal encroachment was overlooked. Please contact this off ice il'%,,u require any additional information. lilicelcl f "• John IJruscella. R.A. fax tu: 631-765-9502, Attn:John Boufus or Bruno OF NO BRUSCELLAiCACIOPPO ARCHS 5164272469 P. 93 r I— o)ls 7 red-ol� � surx-i' to r� Gifz Po fZ T. iUPC'L�+MP.�I- TAI, T7RYVCi �Pt� AR �A''4r7into i,- ! c�oN�BRUSc i JOHN ORUSCELLA. Architect q,1jq n!t I�1Gr Yj{�Cj (IZv�Jhl, lti Architecture And Construction Management l'1 229 MAIN STREET GLC Ia Tei HUNTINGTON.NLW YORK 11743 OFNCY• ARCHITECr,,N.C.A.R.D. �ASCELLA X(931)427S411 ^ I moo *,rlAr SC.TM. NO. OR1111CT: 1000 $ECT ,,:M fLOOp S LOT(a).S.I / COLT COURSE \ 1 Rees C J.Y MAIN TURN.� (8.1R P6) a A.s /a0. f• I 6 YJ 1 \ � 1 � r 9 O Of.f' R T°fFAH[r 1� � � � l .. .�� : ,R.R.DNNML � TAY, O \ , - Yb•Y PUtIBLSL UC VMTER �Jw aw WM M/, Of •..Y.bO• A, RICIMRO , CRON �'f�• n.u, DWELL DWOAMf Y DwEu DOM- rIAate�r+ At' aa�5c aMo re.Na. aTNem II_II.-0I AW amu INK MMTEIT Mmv T, MELCS ANO CESSPO R IDLVnO s-a-O, YMMa[NW/t LOCA ORDS DATA AW TMW TKto Of4'Rvw ndJs AND M pATA OSTARNEO FRO/ O S AREA: 41,048.9 S.F. OR 0.97 ACRES ELEWOOI OATNM: __ ASSU)N D UNAURNRFEED AARE ATOM OR AOWMRN TO RRS SWTIET IF A VIOAROD OF SECTIDAI SYOD OT THE NEN DOOR STATE EDUCATION LAM! COPES OF TMS SURVEY VAP NOT WE Q RI¢LAND SRTVETLYT ENROLEE&PEAL SHALL NOT 6E CONSIDERED 10 BE A VALID RNE COPY, R/MMIEES/NEICATFO MCIIEON SHALL RUN vsnm NEwm. AAM TO TMEMfIpI���f�L�MAM M SOMMAL�WT[FSAar DnAT RDw ABL�LCIOMA<Mi TAa wCENCY ANO LFNONC/NSn NOM RC NYTAYR OR OL6NLOM5"We NORTON TROY THE PROPERTY LJDES TO PF STRUCTIAIES ARC FOR A SPEL PURPOSE ANO USE TNEAETOrE THEY Awe NOT OnHDEO M MOMl RM/ THE PROPERTY LAIFS OR R,OIMF AOE OKCTIRD OF TENLSS ADIXO MAL STMICMIES LN AM OR"IMPROVEMENTS EASEMENTS AM/CW SIDSTMEACE SRQUCVY ES REOOfOEO CR UNIEMRDED ARE NOT WARANMW~U RIYSKMLY CVWEHT ON OK PREM$5 AT RK RME O."RIMVEY SOAMEY OTT: DESCRIBED PROPERTY CERTFlED Ya CUSTOM DESiG ER HOMES OF MAP OT: LONG ISLAND; FRED: ATUATEA AT. CREENPORT TOwR OT: BROOKHAVEN KlN1Sb Y. T/OYCBVK L.B. SUFFOLK COUNTY, NEW YORK VM our-eying and Daa11A P.O. B.M a. MaLULMo%. Naw V. 11962 1. ME !2)-139 f LEI 1'-40' OATE:,NLY 24, 2001 Pxaws Ia11 Isa-Lfaf m(f0S!•1w M Y.i YC R6 1p1T g 3 gal) ...M Mbl a.RWnq NII RBST -66ZITE9) 's ,i NFIHZIAQM H131JN3A d BS = TO TO LO noN TqDWN OF SOUTHOLD BURRING PH MU AYVLCMUN CHECKL BUILDING DEPARTMENT Do you have or need the Wowing,before apply TOWN HALL Board ofHeekh SOUTHOLD,NY 11971 3 aetsofBm7dtagPlaos TEL: 765-1802 SMTW- PEPMn NO. 2 2 & 7 3 Cheok septic Foam NY.SD.B.C. 1Yosteee Examined // 20_L Contacts Approved ?A Mail to. Disapproved a/c Phone: .99d - 8951 c/6 - 927¢-�3 APPLICATION FOR BUILDING PERMLT, n Utr Date ? 5 .20o/ INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Belding Inspector with sets of plans,accurate plot plan to scala Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets s areas, and waterways. c.The work covered by this application may not be commenced before issuance ofBu lding Parrott. d.Upon approval of this application,the Building bapector will issue a Building Permit to the applicant Such ape® shall be kept on the premises available for inspection thronghout the work e.No building shall be oocnpied or used in whole or inpart for any purpose what4o-aver uda a CaffWate of Occups is issued by the Building Inspector. APPLICATION ISS HEREBY MADE to the BuMng Departmentforthe issneaoe of alluildingPeamit pmsuaat to the Building Zone Ordinance of the Town of Southold,Svffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction ofbaildinga,additions,or alterations or for removal or demolition as berm described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on piomises and in building for necessaty'fiMections. (Sigw to v of applicant arname,ff a corporation) (Mailing address of applicant) State whethery/a}�pplicant is owner,lessee,, agent, architect, engineer,general pcontractor,/eleehicivA plumber or builder P 1 A rn !/n limn, WCo 00YV 0/ h � Jr-e . Name of owner of premises IJ I k E A I'R P fF L uy j 5 o s (as on the tax roll or latest deed) If applicant is a c oration,signatze of duly authorized officer (Name and title of corporate offrow) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wr71 be done: 411)0 -c-- Po IL House Number Street Hamlet County Tax Map No. 1000 Section 5 5 Block 5 Lot 5'. i Subdivision Filed Map No. Lot (Name) state existiag use and owganq of premises and intended use and oempaney a pmposei.Cw*� rk,rr^ a. Existing we and occupancy Jac",+ _ b. Intended use and owwancy s ung is J dd&.c P" Nature of work(condo which applicable):New Building_X Addition -_ _. = — Repair Removal Demolition Other Work !___ _ . Estimated Cost 1 Z 0,o o o. Fee (to be paid on filing this .at)pIication) If dwelling;number of dwelling units 1 Number of dwelling units on each floor__._ . If garage, number of cars If business, commercial.or mixed occupancy, specify nature and extent of each type of usr.. ... — Dimensions of existing structures,if any.Front Rear _Depth Height Number of Stories Dimensions of same structure with alterations or addWorw. Front Rear Depth Height Number of Stories. Dimensions of entire new construction:Front 3 b ' Rea- 5 c.& e " Depth Height ; 3 0 Number of Stories a Size of lot: Front_ -2k-2–, 8 S' Rear l , s o Depth 1. a. -2 3' 0.Date of Ptmchase of Former Owner i.Zone or use distict in which premises are situated R- 4 o 2.Does proposed construction violate any zoning law, ordinance or regulation: n o 3. WUl lot be re Vaded r� Will excess fill be removed from . premises: YES ANO 4.Names of Owner of premises _Address Phone No. Name of Architect Address hone No Name of Contractor Address3o 2- R one No. 5. Is this property within 1et 00 fed of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey,to scale,with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK) SS: ,OUNTY OF ) being duly sworn deposes and says (Name of individual signing contract)above named, that(s)he is the applicant S)He is the_ g f (Contractor,Agent,Corporate Officer,etc.) f said owner or owners,and is duly authorized to perform or have perforated the said work and to make and file this application, 'all contained in this application are true to the best of his knowledge and beliet and that the work wi11 be erfomred in the mmnner set forth in the application filed therewitk wom to before me this �day Of_ /200• 20 or Notary Ablic f Signature ofA" uNDA J.COOPER Notary Public.State of New York No.4e22563,Suffolk CMA!_Z6b �j Term Expires December S�. ;6 S.C,T:k NC,M DISTRICT: 1000 SECTION: 35 BLOCK: 5 LOT(S):5.1 s GOLF COURSE / - EXISTING WATER MAIN \ CL s+.56 \ MAIN ROAD (S.R.25) CL7.++ / (VAR. WIDTH) \ �Nn \ N 88'350" B 185.00' / EL s+.7 EL 97.3 I WI 15 p. ALL CL � I LP EX zc; EL 36.+1p VACANT50, 6�► 0 I I � 1 •, I o I EL(56.o) 53.5'1 0 N 2 CAR IV PROPOSED G / LAND\N/F OF o J�E) c DRIVEWAY 0 ROBERT J. HEANEY PROPOSEDs \ 8.9' 2 STY FR _1 22.5' O / W CEL L% 0�+ PROP. WATER SERVICE Q s - �(u5) y a u \ w •d'. 4. ' ro p DWELL PUBLIC WATER R � 9.3'� _ V \ 12.0' w A / 7 O 65' 43.0' EL(SJ.o) Z x EL(9s.0) / �r \ / GLIM � EL +11.2 EL +9.8 CRUSHED STONE DRIVEWAY LAND N/F OF S 88'39950" A RICHARD J. CRON 223'83 CL +9.91 DWELL Land N F OF BROWNN ELEv. 5 JOHN & ANNA GIANNARIS SANDY LOAM 2' DWELL BROWN LOAMY SAND . n.. .�,,.....�. PALE Blom a; I'i.f,a . 'c A MEOW � TOCOARSE SANG .J 1 NO NATER 17' ` f1 , y t_ THE WATER SUPPLY, WELLS AND CESSPOOL 7-1+-01 '` ... °Ff '.uVAL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ^'^ AND OR DATA OBTAINED FROM OTHERS. AREA: 41,048.7 S.F. OR 0.97 ACRES ELEVATION DATUM: ____ ASSUMED____________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CUSTOM DESIGNER HOMES OF MAP OF: LONG ISLAND; FILED: t�`�`.'�� H3.1t1r1_�.tSN1 0 slruArEO AT: GREENPORT ! 0 .1t1 ., TOWN OF: BROOKHAVEN �1�i :OI fry S j cr'v ton KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YOR Land Surveying and Design 0-DA4.�_ 12 P.O. Box 3, Mattituek, New York 11952 W ,3 PHONE (831) 298-1588 FAX (831) 298-1588 FILE #21-139 SCALE: I"=40' DATE: LY S, 2001 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy + S.C.T.M.-NO. DISTRICT: 1000 SECTI0N: 35 BLOCK: 5 LOT(S):5.1 GOLF COURSE / EXISTING WATER MAIN \ CL 34.96 MAIN ROAD (S.R.25) CL7.44 / (VAR. WIDTH) \ X�3�44 \ N B6'3�50" S I ►�'►34s�EL 34.7 185.00' EL 37.3 I WALL 1 150' N CL 93 7< I EL SIL47PI j VACANTdx SCS` a �0 50. O 1EL( 0. I Z EL(W-0) 30.0 O K S T. Wks g / LAND\N/F OF ROBERT J. HEANEY 'AOi- \ _ 5WATER SERVICE Q� d 14.7 6 3' CL 32.7 \ n it DWELL Id C- cis ams) PUBLIC WATER \ c 10 1.04' EL(33 ) EL(33.o) , ..xa3r.�a ��codoad Z v00 ; LIPAI EL 49.2 \ / EL 49.8 LAND N/F OF S 66039'50" W RICHARD J. CRON 223.63' CI. 49.91 DWELL ELEV. 56.4 Land N/F OF BROWN JOHN do ANNA GIANNARIS SANDY LOAM 2• — DWELL BROWN OAYY SAND 3.5' PALE BROWN MEDIUM TO COARSE SANG NO WATER 17, THE WATER SUPPLY, WELLS AND CESSPOOL 7-14-01 REVISED 8-28-01 CHANGE HOUSE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 41,048.7 S.F. OR 0.97 ACRES ELEVATION DATUM. _ ASSUMED____________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V10LATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CUSTOM DESIGNER HOMES OF MAP OF: LONG ISLAND; FILED: SITUATED AT: GREENPORT TOWN OF: BROOKHAVEN KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK oeLand Surveying and Design P.O. Box 3, Mattituck, Nein York 11952 FILE #21-139 SCALE: 1"=40' DATE: JULY 24, 2001 PHONE (831) 298-1588 FAX (831) 298-1588 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy S.C,'L%I. NO. DISTRICT. 1000 SECTION: 35 BLOCK: 5 LOT(S):5.1 EXI4nW WATER PAIR CL 64.96 MAIN \ ROAD (S.R.25) CL 57.44 (VAR. WIDTH) \ W.M. N 88'38 50" B 185.00' ►�FJ45 \ Et 34.7 IEL 371 \ wAu it \ a 6s I 0.3&4 \ U m 0 h ev LAND N/F OF 's 0 ROBERT J. HEANEY a 6ao °�i c \p 30.o' t*i O Lp SS�\ t4 zs 3e' �j ✓ 2.s LP CL AZ.7 o 2 STRY FRM. u \ w�L�s _ zs.s 63-4' � WOOD S7EP5\ � 95.5' d 176' a 6ao N 60.7 � Z 'z FU1RF, nRIVEWAY \ I � \ L,.1 N 66'3950" E 370.00' t6 Last o . EL 402 0 :r o NS 66'39 '50" W W Ll'0 n EL 49J! \ N375.31' o sr r LAND N/F OF S 88'39'50" w \ RICHARD J. CRON 223.83' \CL 40.91 Land N/F OF 10' UTILITIES EASEMENT JOHN dt ANNA GUUVNARIS THE WATER SUPPLY, WELLS AND CESSPOOL FINAL SURVEY 09-25-03 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATION 2 —5-02 AND OR DATA OBTAINED FROM OTHERS. REVISED 11-6-01 ADD STOOP ASSUMED AREA: 41,048.7 S.F. OR 0.97 ACRES REVISED 8-28-01 CHANCE HOUSE ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRU&FURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PhYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CUSTOM DESIGNER HOMES OF MAP OF: LONG ISLAND; CAMPO BROTHERS; FILED: CHICAGO TITLE INSURANCE COMPANY, SITUATED AT: GREENPORT JACK CAMPO; TOWN OF: BROOKHAVEN KENNETH M. NOYCHUK L.S. SUFFOLK COUNTY, NEW YORKLand Surveying and Design r P.O. Hoz 3. Mattituck, New York 11952 FILE — PHONE (631) 298-1588 PAX (831) 298-1588 #21-139 SCALE: 1 =40' DATE: JULY 24, 2001 N. Y. S. LIG NO. 50227 maintaining the records of Robert J. Hennessy t ---------------------- • S.C.T.M. NO. DISTRICT: 1000 SECTION: 35 BLOCK: 5 LOT(S):5.1 GOLF COURSE / —�� EXISTING WATER MAIN \ / C1. 34.98 MAIN -- \ ROAD (S-R-25) CL 7.44 \ / (VAR. WIDTH) X34 \N 88'3150" E I EL 34.7 165.00' 7340 1 EL 37.3 I WALL I I 150, O CL 93 I N K EL 38 4Tp VACANT to O I a f� 50.00. N EL 30.0I 30.0K N S.T. 8'MIN G LAND\N/F OF ROBERT J. HEANEY : o a 3 0 P P. WATER SERVICE Q O+ 5-3* CL 32.7 N DWELL ! � N c�a a(us) �" PUBLIC WATER \ C 101.04' 38.3' EL(33.0) j Avmms0 03SOd08d " Za to � � 00 LIPAI EL 49.2 EL 49.8 LAND N/F OF S 6803950" W RICHARD J. CRON 223.83 CL 49.91 DWELL ELEV. 56.4 Land N/F OF BROWN JOHN do ANNA GIANNARIS SANDY LOViM 2• — DWELL BROWN LOAMY SAND 3.5' PALE BROWN MEDIUM TO COARSE SANG NO WATER 17. THE WATER SUPPLY, WELLS AND CESSPOOL 7-14-01 REVISED 8-28-01 CHANGE HOUSE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 41,048.7 S.F. OR 0.97 ACRES ELEVATION DATUM. _ ASSUMED____________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUC11URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CUSTOM DESIGNER HOMES OF MAP OF: LONG ISLAND; FILED: SITUATED AT: GREENPORT TOWN OF: BROOKHAVEN KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. Box 3, Mattituck, New York 11952 FILE #21—139 SCALE: 1 "=40' DATE: JULY 24, 2001 PHONE (831) 298-1588 FAX (831) 298-1588 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy • S.C.T.M. NO. DISTRICT. 1000 SECTION: 35 BLOCK: 5 LOT(S):5.1 EXISTMG WATER MAIN CL 54." MAIN - ROAD (S.R.Z.5) CL .44 (VAR. WIDTH) Nrf N 3h . 56W $ 165.00, 7.T EL 54.7 EL 57.5 WAu CL EL ee,4 ce $ LAND N/F OF ROBERT J. HEANEY 3o.o• O u PROP. WATER SERVICE Q . J 2. CL 527 Q v� foundation 2.5 ! ip EL 57.5 "' 63' s 7 95.5' a .s o 2e.1tz I G1 w N 66'39'50" E 370.00' LIPAI ai o - a 4a2 n' to 0 v o N N S 66'3950" W L �•o•W h EL 40.8 375-31' — Od C LAND N/F OF S 06030'60' W 4 RICHARD J. CRON M'63* X74 CL 4t9l Land N/F OF 10' UTILITIES EASEMENT J JOHN do ANNA GIANNARIS r' FEB L 0 20 FOUNDATION LOCATION 2 —5-02 THE WATER SUPPLY, WELLS AND CESSPOOL REVISED 11-6-01 ADD STOOP LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 41,048.7 S.F. 0 0.97 ACRES REVISED 6-28-01 CHANGE HOUSE ELEVATION DATUM: ASSUMED_____—__--__ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CUSTOM DESIGNER HOMES OF MAP OF: LONG ISLAND; CAMPO BROTHERS; FILED: CHICAGO TITLE INSURANCE COMPANY, JACK CAMPO; SITUATED AT: GREENPORT TOWN OF: BROOKHAVEN KENNETH M. NOYCHUK L.S. SUFFOLK COUNTY, NEW YORK 0Land Surveying and Design P.O. Box 3. Mattituck. New York 11952 FILE #21-139 SCALE: 1„=40' DATE: JULY 24, 2001 PHONE (891) 298-1588 FAX (891) 298-1588 N. Y. 5. LIC NO. 50227 maintaining the records of Robert J. Hennessy S.C.T.M. NO. DISTRICT. 1000 SECTION: 55 BLOCK: 5 LOT(S):5.1 SWOJX COUNTY DEPARTNIE.N.T 0'a' AppRa,'A-1 OF C0NST?:,CT1;-0 VV0'RXS FOR Date — j2-2-063- I - r,o TM sewag- I. - . ' 'I to;15 kxailon have been -ncies and found lu inqmcled ''J ?,qe be SabW, -0q BED ROOMS. Office of W9:3tewut,Sr Management — EXIIDNC WATER WIN CL 34." 1 — — MAIN ROAD (S.R.25) CL�7., (VAR. WIDTH) 1349- ---------- N 6&3§150* W.M.185.00' EL 34.7 7.T EL 57.3 WALL CL EL 38.4 to 00 cm C LAND N/F OF ROBERT J. HEANEY ERL 0. vs 0 Ll% WOOD STEPS\ 4 25. 38. 2.5 LP CL 327 2 STRY A FRM. DWELLING 25.5' A Ilk 1/155L WOOD Lp STEPS\ 6.3' GF-56.5 95.5' EL as EL 56.0 CA FUTURE DRIVEWAY � ► GUti� � Lu N 66*39'50 E 370.00, t6 of EL 4p.2 (0 NS F66'3-9'5 0" W a,itow. ;0 EL 4e.8 D S 375.31 y MND NIF OF S 66*39'50- W OICHARD J. CRON 223.83- CL 40.91 Land N/F OF 10' UTILITIES EASEMENT JOHN & ANNA GIANNARIS FINAL SURVEY 09-25-03 THE WA TER SUPPLY, WELL S AND CESSPOOL FOU LOCATION 2 -5-02 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 11-6-01 AM ST" AND OR DATA OBTAINED FROM OTHERS. AREA: 41,048.7 S.F. OR 0.97 ACRES REVISED 8-28-01 CHANGE HOUSE ELEVATION DA TUM.- ___ ASSUMED UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CUSTOM DESIGNER HOMES OF MAP OF: LONG ISLAND; CAMPO BROTHERS; FILED: CHICAGO TITLE INSURANCE COMPANY, SITUATED AT: GREENPORT j.19wJACK CAMPO;'d TOWN OF: BROOKHAVEN ]KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK 9Z '-G vil Land Surveying and Design P.O. Box 3. MatUtuck, New York 11952 FILE 11121-139 SCALE: 1 "=40' DATff- J04' yi;2W ,":�d0l PHONE (631) 298-1588 FAX (631) 298-15M p N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy I 1111 GENERAL'NOTES: SUMMARY OF TOTAL THERMAL RATINI-G-------------- If the Total Thermal Rating is- zero (0) or greatii , the 1. ALL FOOTINGS SHALL BEAR ON ONDISTURBED VIRGIN SOIL HAVING A proposed design for the building envelope complies frith the REARING CAPACITY OF 2 TONS PER SQUARE FOOT. Energy Code. BRUSCELLA , MINIMUM PEAR _______.___________________________________________._._____ 2. ALL FOOTINGS SHALL BE A MINIMUM PSI PLAN COIrCOETE. _'�)).� 1�Ic "' -- . = -• ''- T b �I=.T}t _ _ BUILDING TYPE RQ�'F -- 48N't. -._ i vpEl� FOUNDATION WALLS AND SLABS SHALL BE A MINIMUM 2500 PSI J. ALL PLAIN CONCRETE. - HEATING DEGREE DAYS M1 CAC I O nPO_ '4. ALL FOOTINGS SHALL BE PONIARD AT A MINIMUM DEPTH OF 3i-O" THERMAL TABU TABLE 1 _ _ BEI/JW GRADE AiGAADLE55 OF SOIL CONDITIONS. - ' AREA U-VALUE RATING USED S. ALL STEPPED FOOTINGS SHALL HAVE FLAT TOPS AND BOTTOMS LEVEL , I I ) 1 i Ix IIS• •> I Ii'II IItiV AND TRUE TO INSURE MAXIMUM BEARING AND SIALL BE STEPPED ATA 7 Ir I + h1 Ii I fl f�) I ����)����� �•�' - 1:2 SLOPE MAXIMUM MAINTAINING THE THICKNESS, AS VOTED- ON THE A. ROOF/CEILINGS DRAWINGS, AT ALL POINTS. '. ..?�) { �c� " ,�up� � � 1 � W $ M' ArchlleCs, lombucUt,n M:rlBl;ers 6. THE CONTRACTOR SHALL PROVIDE 1/2" DIAMETER 1H" LONG ANCHOR B. 1D,I 'BALL: 1 POLLS SPACED A MINIMUM OF 8'-0" O.C. AND 1 -0" FROM CORNERS., - - �! 7. THE CONTRACTOR SHALL 'COORDINATE AND PLACE ALL SLEEVES C. GG,ZING .' d', frl - )ice ' V ' J 'rV 1,1a t• " REQUIRED FOR PLUMBING, ELECTRICAL OR ANY OTHER TRADE Window r le app Teti r a I ,r PERFORMING WORK WHICH REQUIRES PASSING THROUGH ANY WtB�BV- lYl �I'�•J ILY f ,�T(of) i". ITAROP.TION WALLS. Skylights $), '� B. ALL FOUNDATION PLATES SHALL BE WOLMANIZED. IL V i ! D. FLOORS 9. ALL FO!",CATION SILL PLATES SHALL REST ON i "" _ SILL PLATE INSULATION. EP QR/.� . D2. BASEHENT/CELLAR WALLS jy ►✓ l >V �C'JA at Uq^ 'F/y 10. ALL FLOOR(` CEILING, ROOF PItAMTNG MENDERS, ➢FANS AND GIRDERS Wall Perimeter __ Feel 1�_�_ FAX SHALL CO SHALL BE NE MrIR. No.1y2 F6 q00 PSI OR OR BETTER GRACE. Exposure Above Grade rest MODULUS OF EumTICITY 017'1,540,000. Wall U-Value �' .SOIL LI 1-- Depth of Wall U-Voluar 11, x.T, STUD MEMBERS SHALL BE iICM FIR -6 LWiHI%STADCTOAAL fb = Belot/ Grede Inches 9 60 PSI, MODULUS OF ELASTICITY Ok 1 5LV,000. 12. RLL SHEATHING AND SU➢FLOORING 3HALL BE SPECIES GROUP ONE, D2 SLAB INSULATION EXTERIOR GRADE; THICKNESS AS INDICATED, 01qC) p,tom. ZYJ CJ,G,p. 9T a yOQ Slab Perimeter Feet IB. FLOOR SOISTS SHIALL BE DOUBLED AT END RUNS, PARALLEL InsulationR-Value - �l�t•A� po" 9 - EQFNE`H PARTITIONS,BATHTUBS AND AS SHOWN ON THE DRAWINGS. - 14. CROSS BRIDGING SHALL BE INSTALLED AT ALL FLOOR SPANS TOTAL THERMAL RATING 1 I "^ '1--�w��� ` 2l♦SF LI�//A L�\�\\ _ _ _ _ _ O.C. I - • • 15. INSTALL DIAGONAL BRACING AT CORNERS DP EXTERIOR STUD WALLS OR Table 4-3 Infiltration LOSS for WIBOOWS and Doors'/ PLYWOOD SHEATHING HAILED TO COMPLY WITH{ BUILDING CODE REQUIREMENTS. 15'IndowlJI Realtlentlal❑LJn°II HDnresidenliel Coon" lfi. ALL HORIZONTAL FRAMING G ON OEId1M, GIRDERS OR PLATES OF BEARING PARTITIONS SHALLLBE➢E LAPPED 4" MIHSMUM. .37 don 0.5 c(m 125 cfm 17. ALL FLUSH FRAMING SHALL BE TECO CONNECTED, SIZED A14D NAILED IN ,ORDER TO SUPPORT THE REACTIVE LOAD OF THE MEMBER 11 1'4ema.ea at a slaucore-ra rpoev.elo1157 IN,it riu,r is q,,,l it la SUPPORTED. n.e^a^i I,r-eu.ol.cs mpn..ma 9J i.,,lmem lml of ea:n vvox 30. BLOCKING SIALL BE PROVIDED IN THE FRAMING TO SUPPORT LEADERS y et/peon..Lodd1- AND GUTTERS, FASCIA ENDS, GYSUM WALLBOARD EDGES MID CORNERS, TOILET ACCESSORIES, CABINETS, CASINGS, ETC. 19. INSTALL FIRESTOPPING AT ALL REQUIRED LOCATIONS TO COMPLY WITH F1FCp�\��MP4\UGc .Vl+,y f - GOVERN PROVIDING BUILDING COOS. a) .- . _' .- _._.�_.._. ___ _ .__._.._._-._. .. T-.. .__ _ ____ •. - .. .�_ ._. ;Il llaplaco unlls shall h.,ve ml Mahon losseswlh lh0,Tamper In No ) ) � � r _ 20. PROVIDE FIREFATED ASSEMBLIES AS CALLED FOR ON DRAWINf,S. db'ed pbs't loo n01 le s not m et dm requirement meat vale,wing n If '} -r„0 P j "�•-' the damper alone does not meet this requlremenl, light I umU non- I __ _ - � - � ---- -� -� -_ ,---- - combaslitele Ila Gema shall be used. `+P �Ih ' 21. ALL ROOF EAVES, RAFTER SPACES ABOVE INSOLATION `THD UNHEATED pa[o F�'151���' " ATTIC SPACES SHALL BE VENTED AS INDICATED. ✓ I U Is) Alf All Ilrnplaco vmis shell be pmvlded w11M1 a sourced combuctlon all, aeclea from the oummrs,If collaem . - 22. ALL STEEL SHALL HE TYPE x16 WITH A UNIT STRESS OF 20,00D PSI. qa dam e capable ebmbu•- DATE DESCRIPTIO hr Alen. This source shall he equipped with a damper capable of beln9 2B. ALL INTERIOR AREAS SUBJECT TO MOISTURE AND HIGH HUMIDITY fully closed SMALL BE fIXISHED WITH 1,'2" WATER RESISTANT GYPSUM BOARD. r- - _ _ _ c) UP device Installed to n ILeplzco hal uses a Fuseou Iucl In, Its 24. ALL PLUMHTN0_ I VAC AND ELECTRICAL WORK SHALL BE PERFORMED BY op.mllon shall be equipped v Ih a eomlmumsty operated standing I LICENSED CDNTRftj=ORS IN ACCORDANCE WITH APPLICAPLE CODES ADD plat raht REGUWTIONS GOVEIENING. -B Ct 25. ALL STOIC f1ATER AND SEWAGE DISPOSAL SYSTEMS SHALL DESIGNED "I AND INSTALLED AS PER GOVERNING CODES AND HEALTH DEPT. I I -� ��... _.,..,.. __ .-._.,._. _-�,b REGULATIONS. rG 1 26. ALL NEW UTILITIES INDICATED SHALL BE DESIGNED, INSTALLED AND I "Y „IJ J ,r'4 II X '` �- !J I I I - �R `T' I ({ ) j j "' 1 it TERMINATED BY LOCAL UTILITY COMPANIES AS PER UTILITY CO. 1. THERMAL RATINGS SHOIM ABOVE ARE PREPARED IN ACCORDAICG I ._ 5l1 1 ,-11x1, I '1Y U I�2�.•.r ♦ __ / ✓ '�' I 1 'f REGULATIONS UNLESS NOTED OTHERWISE. WITH PART 6 OF TILE t YORK STATE ENERGY CONSERVATION "tom ^ ") '! Ri - 1 r AR CODE AND E BASED A " "ACTUAL UVALUES OF PROPOSED 1 f ¢ - 27. ALL NEW CONSTRUCTION STA.L MEET THE REQUIREMENTS OF LOCAL AND CONSTP.UCTTON PLSEMBLIEB,AND MATERIALS. STATE ENERGY CONSERVATION CODES. REFER Ts, ENERGY CALCULATIONS 1 �- - I 1 'i Ct .y 'rl nil, LAr":DI`, y^+'K'li I?•, ' - k r^ THIS DRAWTNG. 2. ENTRANT} C`.- LIIALL HAVE A STORE DCO.^ OF n CER11i IED � --" -- I S�O) C.a`('' `V ' s U-VALUE OF . is .R BETTEi. (41 . . B. GLASS DOORS SILII, BE COIISIDERED AS BUSING. f�• y-'I - - / ` J al :.Iz l % . IL H I ._ .}: ' I . •� ' � .- _ O 1 ;=' r3 -7-s% '7- GI '! 'I PI 7- C} - 7 - 13 .I III ---------------------------------------------------- _,_ ZONING CALCULATIONS - I - I I 1 1 f + '1 M1 I' IG. >LA-1.17-.V ALTERATION NOTES: ZONE: _ -- lis 1. ALL EXISTING CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED BY � . r 13 X I I III /L}- I LSI\�1..., i 1l )gwl !ill I �. or CONTRACTOR PRIOR TO START OF BORIC. ANY DISCREPANCIES SI{ALL PRINCIPAL USE: jT I ' BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING. f- _ - - --__ ._ ,. I I 'Y `• _ { I • I ; T� 2. ALL DEMOLITION WORK STALL BE PERFORMED IN A CAUTIOUS 6ANUER. REQUIREL ACTUAL _ .A/�� "'•"�•T x f �A ,.WHERE EXISTING WORT( IS TO BE CUT AND OR VNDDRPINNDD, CONTRACTOR SHALL PROVIDE ALL NEEDLING, SHORING, BRACING, WEDGING AND LOT WIDTH 11 p 'y DRYPACKING AND SMALL BE RESPONSIBLE FOR THE SAFETY of THE i yY STRUCTURE CURING THIS OPERATION. I I .'� C�1 :54+ T'LIL A" . � F LOT AREA 2. ALL CUTTING AND PARCHING SHALL BE DONT: BY HAND. I 4G ) '.L v..JL.. "-�I -'-y ' '•--""-!`_' I T t '� 'I _ sT 1 e6 ` 1� A 4. THE CONTRACTOR STALL REPAIR AND PATCH A14Y EXISTING AREAS FRONT YARD G! 1 f 1Y „ T ♦.e) i r ORIGINAL PRE-CONSTINCTION CONDITION. - " J (,C]t . S '•I . %43TJ1-/ ( 1�1}S .�_- _ _ I- I \71 � !1 -I ^ ,,. s1'-0 l H' �� ,.`"FF% Ia� I'•` . • - ' _- - DAMAGED DUR TO DEMOLITION PROCEDURES OR ERRORS TO THEIR I } ( iV _ SIDE YARD N. THE CONTRACTOR SHALL MAINTAIN WEATHER TIGHT TCMPORY ENCLOSURES I C , 0 ND DUST PARTITIONS DURING THE COUREP. OF CONSTRUCTION AS \? 1 I I 1 - 1A f� 13e I� +4- * REQUIRED BY WORK CONDITIONS AND OWNER. SIDE YD. (AGGR.) �} - G. THE CONTRACTOR SHALS, VERIFY THE LOCATIONS OC ALL UNDERGROUND 1 UTILITIES AND STRUCTURES BEFORE PROCEEDING WITH EXCAVATION REAR YARD MORE. ).f 1 �^, Zr U 'I 7. THE CONTRACTOR STALL NOTIFY THE ARCHITECT OF ANY DIlPORSCP.N BLDG. HEIGHT ` U7\Il :f /F' ✓) �14.� R-- 1T-h� CONDITIONS AS UNCOVERED DURING CONSTRUCTION WHICH MAY REWIND FURTHER STUDY OR AN ALTERNATE DESIGN SOLUTION. I , (Cull , IIT est /•ys.2! Taw,. ca .�1 u., BLDG. AREA \` I o 11 _ T OCCUPPINCY C APPROVED AS NOTED USE IR UM'L�1,UFUL I x DATE: 7 113'7 - .__,_._ B.R , WITHOUT HOOT CCR V ACATt- I I ,� I, O1VA IT 1�a(LiC. FEE' /312 YudBY. p � ` gg'!�/ NOTIFY BUILDING DEPARTMENT AT �� QCC ILy P�yNC I I (' 'I"I F'i -r' "�f "f` - y{,ry YS .�.,�,�yr , 't,k �S, yT 1 1 J I V MLmWf}'Y} �Y ' r `T'1�/\,fit✓I�J 766-1802 9 AM TO 4 PM FOR THE I L .-I 1 I` I'•GT - l 1 FOLLOWING INSPECTIONS' 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE If Copper tubing is used PROVIDE t/i HR. FIRE ROUGH - FRAMING & PLUMBING distributing RATED SEPARATION TO - I r 1 -� -�- II '' DATE 2 R for water INSULATION shall be ' 4. FINAL - CONSTRUCTION MUST System;piping PART. 717.3 (f) (1) OF _ _} •' BE COMPLETE FOR C.O. Of types K or�oNy N.Y. STATE BUILDING CODE. ��_ � '' A ALL CQNSTRUCTIDN SHALL MEET _ SCALE �,; - /" THE REQUIREMENTS OF THE N.Y. t�' I 3 2 ,�''," /4 r' STATE CONSTRUCTION & ENERGY DO NOT PROCEED WITH - I -' <f - z' 6 ___ /Bax I:� ion 3 , 1 D4VN OY " CODES. NOT RESPONSIBLE FOR - _� �-� �' � �- � - - �- -��- � -- _- ---_-��-- -_- -----_---�--�-- -- DESIGN OR CONSTRUCTION ERRORS FRAMING UNTIL SURVEY PROVIDE OPENINGS FOR ' I .� _ ` X�pl µ• � � __ - -._ - - '-_ .. -._ _._. -_-__.___. -�-_ __ ,I uNBERwnREHs cERHFIcnTE OF FOUNDATION LOCATION EMERGENCY ESCAPE AS f --- __-_ REQUIRED HAS BEEN APPROVED. REQUIRED BY PART. 714 OF CH., EKED By N.Y. STATE BUILDING CODE. NO l . 1 PROVIDE SMOKE-DETECTING PLUIP?GER CERTIF/CAT(Ofl ,ALARM DEVICES 01 LEA, CONTENT BEFORE CERTIFICATE OF OCCUPANCY C ' AS TO PART. 721.1 N.Y.S BUILDING CODE. SOLDER SUPPLY S O2/1 TE 1% L£�'7. ��-- � � ROVIDE ANTI-SCALD AND/OR - -� -- ~- `- �' 'DRAWING ERMAL SHOCK PREVENTING PLUMBING EVICES AS TO PART. 902.6(K) ALL PLUMBING WASTE &WATER LINES NEED N.Y. STATE BUILDING CODE. TESTING BEFORE COVERING r 0 �F/ cC - pp , ' BRU E' ,LitA 1; AND r , CACIQ'PPO ARCMITMC�Ss , W, Construction - - I - 1 4'� 229 MAIN STREET H, INT11111-11 NEW YQRK "11743 it i, rS y " yy n '� 34 0 ee ° > 2 "u �F V'F Il, -- n I l yv 181 10° ti� 4go fA. 7�p �1 z ur S 22'_ Qu �-zx s 9 y � \ PROVIDE SF RAA \' v� �� _ VI �9> , °• �� � �����' l.Ylta s 0 y I� - t 1 l� r- Z a,4.. r7 � 1 I J �1 —�-- E S J I MFRP,ENCY A+ k3' L42- 6J =p'. J10 Rd, r 34 50 � -m - I � x �, . a v.ZA6 lr a C3 I(o'•O.Gr ( I '•' I _Oi V ZXL G,TC 3Yr'• 7X4 GTS EAL° / O N' / ba 1 4,l 1 n u , �, , „ d , 01 A ,J x� I z _ I S-Q , $ 1 I I 4 0 . 4 R _k- O _ X �—------ - - ICY G B'1 , , t a L 1 0 ' 4 0 a RA,L 3 J, ' _ a Qi a y� O d - hb <w ti ISSUE i REVISION 1 u " , n 4!, , I� �,, ,� `S1 ' -II ' _ SCRIF ' N N©. DATE DEmai1 '4: . = i 1001 1w$ SJ, " V ..N" LQ t1.1, = — - G.IL"o,G d a Q �{' ,R Cr 1�� ...0 -- 21i' �.o� ow 4144 1., 4„ a .� 14,6 1 .1I 'n yt►,�lNCi 1YA\ T11� I.oT _ 4M a+ .t72h1 Z ` t Z 3o5e 1 .J a 2x4c,7,esx' o yL ye ' L1,�, p (,�S _ '`yp O ZX S 4 W.CIe•, p y��1, 1 0 Y_ g a'k, N 4� �« hf�:� ?� 7x5 la,aNA ! I.\, Zvi,a O% uQ - CAJ _k " PROS PL"EINGS F014F v ' u 1 q, \ QUI DTBYPL� PRL7140F Q ' )VIDE OPENINGS OR I , ' �� 'd• z El ERGENCY ESCAy Si ITE BUILDING CODE. 1 '`s q I d � REQ IRED BY PART. 7 4 OF N.Y. STATE BUILDIN ODE. S M 1 , „ � I I Tel! / - p` 2-1�4X�yi LVL. pLW41 , 311 y , aI SSm I- v`QouV�s!uwsR14:,.0 2�,@lG t9ual �e1Lo4" oG ,J. . llt/ 0 WA-) - �1 S. s a 4OPENING cGp—C,--- T R OVIDE 0 I II � MERGENCY ESCA QUIRED BY PART. 140 u, � ', N � "�a caKP•Eql 7^f� � � � I �� � I n + I I- _ YOB' � Y. STATE BUILDING =k I G41 LJhK1 z _ -a �) 2'7X8 ZYB L,�. EIu+ ZXrJ PyE.,Glb-, D I I � i I TITLE 111 _ _ I� gl 'Aft cr'Y, °1.3z” 141 4 7 7r I yl ,,, a s�'' 1 _ -P_-le1I51i'�C'�"1 1 i5 1 L him erAeusr-1.e°M AP �l!` A P 7 I _ 2_zx it J- 1 ,f ,1 • r Z'NJIm ,3.4o Z. sp4° , ,_-to qDATE d as t SCALE -' �' "--w- a-r•1, .; 1 1�cAJL JA1PD - - - • 1 1 q S DWN BY 1 u ' IJy �4 r KAAv5 T Y✓iZ�N u u 1 5 4'-IO 5_4 \��5 11JP.YCPSL4� �� 7i1Ci�` !'N�. _ 1 ,1 CHECKED BY - - - - �`�"� 3oX3&=/o?a --r.wh•"r++!Ny 1+�7Yd". ' r 34 108 No. •— /&></9 = 2 _ I hL. ' v}N �$bZ. ... �fT ,1 _Jaz �I�r, �vl RAW NC NO k 'I '', 51 r 1 , 1 I � ITr °u ri,,r mvk '4 r vt yR t sI,win BRUSCELLA Ell,1 r I AND CACIOPPO r }nC'7rt pe fYjiIt.IP hW `�E✓IV n'. to A rr �5n1 r t - - - __ ' {n� ar �t• ��^ rf,� � +I41 _ -- _ ARCHITECTS I -_ Cons tru cLlon Managers _ 229 MAIN STREET HI INTINCTON NEW YORK 11743 Fil�TIA4nl �✓pv` 4 1 yi �I1'P t' i Mnrr d Y'r 7 r x iUr {p --' .._ _ -_ — Iv 'EOE Irol.l1`(pd _--- /yit _p El rYNS ® s ss ti _ _ 9� � MP1 'Y t N ----- wT >r r l , rr, a1" r _ r � ITI� IT tI, lE '` nn nrpr -- r " ° pi y ' IT, 4 1 IF . r u N� },Ill p I ' s y fi-jT� y Y1 "T4— ,yam 11 + + };l r. Y rs GGI-trU� ',•f,.r,v � 11 __ 'Tir v — jiv r' +v rlh jAir it IT �-- r f r a t U„ 7 Fla N r , It ! '" '�a •ii,. v �y.:" iyq.. -- - - - - - -- - - - - r I - - -- - -- - ISSUE REVISION w FSs I al a=� rs + s r v t, y e r �k*h , 4&:;1r , No. DATE DESCRIPTION j41 )ii 1 gyp, V C a r IT ,bv tw r ;� :I� I a Iii 1 r A y " IRoo��..w..COASTRUCTIOY -- I� 1" I�-I"C Y�C"�' j h � �: �,i.-Srll {-�(:IL} I i�l}h.11 J. A "ar�~a 'v lb r ASPHALT/ FIBERLASS ROOF SHINGLE . 7, >�riC+ 4y v r' v ' - 150 FELT Na 1 �i'� u °`h 1/2• CDX PLYWOOD h _— - _ _ (WOOD ROOF JOIST AS PER PLAN --- ve 1 k,.' " ' ,RIDGE VENIT - y � - � � �..�._ e.. «. _._tea __�_ _,_ _ _ ......_ - __ - x• WALL CONSTRUCTION 1 r _____________________ 1t�;".iVA"i TN :r � r y � -• 1XW METAM CLAD FACIA VINYL VENITED SOFFITS rw., ALUM. GUTTERS AND LEADERS h n a. + �3+FNYb-SIDING-01111--1-/2 RI6BDNSUL. POLYESTER VAPOR BANN IER -- L ,� �F I^r i ! i NN-�^w• Y"" - 1/2w SHEATHING OR �`'>� --'__ - - . --- ..__..._._.__._ 6ua a rr r 7 2X4 STUDS 16^ o.c. tl Yr 31 & a < 11/2^ GYPSUM BOARD s /1 ,1/2° MOISTURE RESITANT GYP. ?. + 'ia I k f '�. ,. wVM11�' _. �-SIG/ BD. AT BATHROOM 70B/4OJVpiJ _- ___,.__.--..._._ . _ - _ ...-v.._..,_ _�_.�.._•..' _ r YINYL 1.L4.SVr�'E� .__._ _ s: 1„ '. ' _ -_--- r. � -�' � _ ._ _�.. � _— ��.�_'V _••�_ � �'"" ` \ ry L 7LOOR CONSTRUCTION ----- _____________________ INi SUBF # "i vi v ? PLYWOOD OA WOOD FLOOR JOISTS AS PER PLAN ;BRIDGING - yi IF FIYNOLATION ScHEDULE""""--'"""'-' "' •`�',��,n «,mss"\ /Yr�^'y,J ✓�4 ' R-19 WALLS 1,6 R-19 @ 2xS RAFTERS Sr n w n 7- R-1.22 2x10 RAFTERS/ ATTIC FLOOR - __ — E' _ — �Y I„-.1 _,���A`-� PC.✓ Z� ONS 1FOUNDATION_CCTRUCTIOHS _._._ - .__ __— _ _ 1 �G V/E>`}G�$ C. r _._� _ . . ._ _ - __ I OCTAs✓ I 7� r 1/20 ANCHOR BOLTS @ S° o.C„ 2' OFF ENDS I+ UoCONROSERLAN PPOOR CTE FOOTING AS PLAN _ - -" #Nv¢I�. •�Vir_» lacws _ �j'�"F'V 1-4/Y�i-1<�Y g�Y 3' k Vak " y i' Q ! - - . - „A6V VR3 4n W1n1VAVS �dAO G, - ._ i=... 4'• "e IN"(G'C _ 5+ (p� NGS AS PER PLAN dim.ECOLUMN SCHEDULEF40 TEEL COLUMNS _ 61TAL1) AHP PROOFING BELOW GRADE ���� ° y`• m x ha '.�,.p q\ (,4• CONCRETE SLAB OVER 4 NIL VAPOR s i ry BARMIER TITLE wry '•h ° , r , 1r TCwcpmz SLAB I= 3!,}� D6 GYP. BOARD ON ALL WALLS — .. f _ I LiI IC�1_._J=RC1 CEILINGS J- 29 � 6ELF CLpSINELL�G6 FIRE DOOR TO DW z � y 1 'ems A YV , 1I I I DATEFT n , " �1' --T Imo. __1 �.. .._._ _,..... ,_. w t..>✓Yx.--5� Li' �' � 7 � v � � --� ... &c�x i'%..am I � ' � ti ��l �:.,Y SCALE ' 'y m f stir I !, ' � `� !� %� `Y"rw �„ r 1 v 2 � i1C.1G. ,w!•� �(f.� .aI "1� �^ I I ('iJl t DWN BY W CHECKEDBY n� � �, a n ; w s, § a <j'1'G-P' }•La7111�t y @- u.i.AC�ayY'�E � 1 ' -I-- JOB No. y ���tia • r rr � »w�gg7 �� r, Y ��' ,ds+,. v +E )'4�ri a r sry iSl. �NTrjalt "Y er r N"'i''�`a ,� � �* J rr a �, i5' 4� � �' `� � �� I✓rb^'I"'^i"' Y'�'d.1��f' v'' �� � � � I I . , ------. .------- - - - DRAWING NO ; "1, /I. --�`'' I, r ..n. �..«,.....Y__><.,_..,:�.._�. �W �e e:,.a.�.,�,._ u +L.an,a..t„ , -_ " _oma ,... .., -� _,�- .- . ..- 7-. , r.,- ,�.m,_.�,_ -,;GENERAL NOTES: I I I :I, , - - . - s_ = RMAL RRTtNfy _______ SiliNMARY CtF TOTAL TIiE- �-T��� If the r al Thermal Rating is 'zero, (0) ' or greater, tho - 1. ALL FOOTINGS SMALL HEAR ON UNDISTURBED VIRGIN SOIL HAVING A proposed design far the building envelope Complies With the . i " ' ' - J, ,E ING CAPACITY OF 2 TONS PER SQUARE FOOT. + Earl [ode. % I �_,I - - MINIMUM PEAR _____.___ _ _ __ ___ _ „_____________.__ __.___ r LLA B E PUILDING TYkE J I _ 't . -.__. " �JEriT .. 2. ALL,FOOTINGS SHALL BE A MINTM t =PSI Plal CONCETE, =p)) Tr ter'', F_,),%,it:" ,c•, - ^ H_? !rl t - ' i . 1 ]• ALL rOUKUNTION PLAIN CONCRETE;iVALTS AND SLABS SHALL BE MSCJIMVM 2500 ls2 o GREE'pAYS.[ 4� Fry ' f qg _ - _ - 3 y _ 'I t 1`YIERYT _ ll Iv1. .„ , . 'L7ODf;.. '6 .J 'Y4�' Lt - � , , NF.ATING E - - : �•11 .i-'-1 ► Y a 1 I i } r { A ' 1 '!'til BELOW,OIG.OE REGARDOTIPOS LESS OF SOIL LD CONDI'1RON6 M[IM ODPT': OF Jr-Ur' _ r 1 1 THERMAL TABLE r 1 ICY � ) Y fOr �. r I I } . .w ^t �`,,__ v} r tI III, .i t 1tV a r i r' .,II . + 'AREA U-VALUE RATING USED + , 1 1'r- -- 14 I 1 , -I - Il�ev r ' E. ALL STEPPED,FOOTINGS SHALL HAVE`FLAT 'POPS AND BOTTOMS LEVEL , Ales IS I4 , ' 1 1 t. IY, 1 ) ,', �XA, t,j4ffvc q,l F�." ,+5r AND TRUE,TO INSURE MAXZ BEARING ANU STALL ➢£ 6TCPPED ATA 1 [' r"e t'� G-1 / i 1 e 'I 1 "T�f} fltiM , `'tl -.,a' .I t c a - i s lig 1 }i S d,; v r I ?r . I '1:2 SLOPE MAXIMUM MAINTAINING THE THICKITESS, AS .)VOTED' ON THE A. ROOF/CEILINGS __ I �bV 1 1 I I I r+A I `++t-""'Y„rr 7-TL r:, ,•!' '- - DRAWINGS, AT ALL,POINTS. . . - - ��II 1 w 11 yK 1 . It I w{ (Flk�l♦;@S N 40110 G�1 in M pagers t `F %ALL' !x'i^) i"Zr 6. THE CONTRACTOR SHALL PROVIDE 1/21+ DU ETER 18" LONG ANCHDR' B. NLL III � � �� A '4 � ! Vi �' ,t' 1 � 1 : � � Lt,' r 5 it t° 11 ty _ COLTS SPACED A MINIMUM OF a'-C" O.C. AND 4 -0" FROM CDRIJERs. r � �.- - ;",r_" I," 1 ' „I Y 1 A N I A, _ 7v 9J 1'_a _ ill si li tis, . yi' � ! { c - I Y ' j' e1n!�i-' h.f h "tI r..{ "ll I7. THE CONTRACTOR SHALL.'COORDINATE AND PLACE. ALL SLEEVES C. cL+221)b zL- *,� , r Y,, � ,�C=a (p - i K--^'� ' '-Z le "�'j'�� i ,'"' I-11 n{ 1,SI,: Itr , ', ri /���'p21 l REQUIRED FOR PLUMBING, ELECTRICAL OR ANY OTHER TRADE wb,dow __ _ r IYIs yA s M1• i {,yt t 1�jrynt+,�,rle1 x"AuY It $$ERF'ORMING' WORK' WHICH .REQUIRES PASSING THROUGH ANY Wim- - 7VI 1 1 1 r v 1IL n A d " I - FDUIJDA.'PIDIf.WALIS. sky119hts . 1,. da a4rt}=, _�- _ 1 Q' Ii ' A I i ?,11, kt I, �.t B. ALL rFOUNDATION PLATES SHALL BE WOLMANIZED. - 4�$0:� e,'Jwr .�^ .as ,r; V r. S I ; - 1 r[r ! ) Ik D, FLOORS _� 1`I i ! Y' s7 ) I t : ! 9. 'ALL 1`00"DATION SILL PLATES SHALL REST 0tH � I _ � _ r as tis �I ' _f. I'V } L�_�I ill ' SILL PLATE INSULATION. i - L ' 1 ♦ , '* + a�z�10 q I.A� / . 11 . D2. Wall Perimeter WALLS F e`6 a• r' , Y " I f' 1 [ 4;ILQ HAUS- rlj ,/,/ 111. ALL FLOOD, CEILING„ ROOF FRAMING MEMBERS,, HERE$ TWD GIRDERS Well Perimeter " __ Feet °I, r' ^'^ F A q ti ) ,a 6hALL BE Nr ZR. NO.1 : PSI 'OR' OF BETTER GRAHE. Exposure Above Grade Peet - ' I ,I 11MODULUS;OF Eu1STI, ITY CF , EM1 0,000. Wall U-Value W Il i'I '4, ( r 1 n , r t f Q 1. ,Ir,i. STD, MEMBER. SHALL 9E STRUCTURAL fb DePLh of Wall U-value, f}h):.�:,),,f;,7,'r'^ +rv:11 u0 ..3-.'f.O li. 1.,I E, rl'WM, -A41AI.�,,,"_ rz_4 .. __ Jj Ji e I y, � 4 ?no PSI„ MODULUS OF ELASTICITY Oe L,jw,ll Belo. Grade _ Inches _�_ ' �.�� 1 3it ��yy� �`� '`il tf II/„ .,cam ,/r 4 12. RED SHEATHING ANq 6VBPIAORING 81ALL BE SPECIES GROUP ONE, pl SLAB INSULATION I 1. . 'I' + ,{7 rJ, �� A•a_ 9A EXTERIOR GAADEJ THICKNESS AS IIJDICA'TED, OQ O.'S,Q+ „ ���� li �w � ' F _, I r '� � i�W�� Slab Eerimetor FeIII iet #•,' k NI 11 'Ia. 'FLOOR I JOISTS SHAL)+ BE DOUBLED AT END BUNS, ,PARALLEL Insulation R-Va14e �_ __ - ,., Pha�y;�-A,, { 4 - 1 B'-D" O.L BS AND AS SHOWN ON Tri$ DRAWINGS. - !'�^"^ -` _ It LPART,ITIONS,BATHTV t [ Q 1 4 CROSS BRIDGING , SHALL BE INSTALLED AT ALL FLOOR SPANS `IF 5 'v l 1 - �� .mow �• S•\ _ F 'r rY 16..' - - -. AL RATING rGe_ i.- V _ _✓. \.___ --__ ' 'r : " , 4 d til , r n THERM ` ',- f. .". � -+^ :" (' INSPLYTALL DIAGONAL BRACING AT OWNERS Or EXTERIOR SIDE TO WL dOWs and DpOr$1f r 1 ,� __-__-_ ___-. , --"-' 1 wALLs oa ,Table 43 9niiltra)ion LOsstor, _ _ i < t' LY WITH BUILDING CODE . i ": \! �, f:' r llv� , F i F I S,Y r1. , . SHEATHING HAILED TO �C1MP - 1, r, I . REQUIREMENTS. • . «ii - i . . i LG Oil DAA' MINIMUM. Windlass2J pesld�Nal Coqu't Nonresldanlrnl Doon't " , It �y �, _ '16." ALL IIOR120NTAL FRAMING BEARING OH ➢EAM3, GIRDERS OR PT,ATES OP �` j I ql;;., I� { +IN' Iu- r r „ i'ir. I t I ,I I 'BEAaING PARTITION6 STALL HE 9 m 1.25 e(m s i [ O t V V( 1fp i, ,r` r sl , r 11 «, ''- , 17. ALL FLUSH FRAMING SHALL BE TECO CONNECTED, SIZED:AND NAILED - ,, �' , , - �� I ty 1 , '1 11 ,'b'I f�ii ' •YIW'1 ! } T IN ,ORDER TO SUPPORT' THE, REACTIVE LOAD OF THE MEMBER ,f when mead e a ca Hep mun AOoonear,ePgbq u.nm1morl :e . � I Jl.,d ,. 1 / j 11, SUPPORTED: - Ina mwea+•sia"O. smvrxre , 11 • 91 nm Mlunem,wl cl erencaoM i ,1j. ' h„ ht r .-1 Y� s 19 BLOCKING SHALL 8E PROVIDED IN THE FRAMING TO SUPPORT LEADERS a/ ,hr Loi I,-tom of doo,uua � � I I ).l It. h'M LSII� is I 1,+� � Iri Jc f,MdIIt, ' � i AND GUTTERS, FASCIA ENDS„ GYSUM WALLBOARD EDGES AND COENERS, :'n 4£e J+ 1I 1 , t ; TOILET,ACCESSORIES, CABINETS, CASINGS, ETC. '� -;l 'IC of fy'I� yI t F11IBpC/scE._bomPLlANa, -. .. i - 1 ,i eI 1 ,II v 1.14r, , , I\N .. �`� fW 1S= 'INHTALL FIREBTOPPTNG AT ALL REQUIRED LOCATIONS To COMPLY WITH _ - { , < _ J �" *r !;,%I ',' .1 .', I , o' . __ - . .. . .___ _ .,._ .-_.,..___ - ._ _.__ ..� 71/L+ 'ly l` ,.. r_ -.t,'. °.1 v .r ;•' 1 . I,' '_` r t i , GOVEIUV ING CODE.. _�.�W._,__ -. _-_­-'_7-- _­­-_-'_ .,,,-.,., .., .... ,.. .,.._ .. _ _ _."._ ., ., „ ING. HUZLq a) ill lrepace units shall have Infiltration I freswlh fir demper in lho I til ,(• .. - - -'^-' - - � ---_.r._.__ ,_ „_ A I t,,Y, ] til„ I , ?(! ,: .,1}v{I AJ.k`^(_ �,�',,aA . ;, �, ., w RA clre ul .It ga De. .� .� (, � IT �K - yy : - 20. PROVIDE FIRERtATED ASSEMBLIE6 !^ CYCLED FOR-OILED WIIJr'S_ po. Ion not to exceed 2C dm at O.]Indtgs u'aler a If 1 I 4, 1.-1 iG,, � ,!; I2' I ,I`t I i Ie i- I� 'Y" a - - _ -._ _._�'_.,_._.. _ _. - _ �_.. L �_ _.- r - . ,;f1 d` qq( E. l £1.1�'LON 'Rhe tlamper alone dges not meet this requirement,light Ruin nam Y ( A, d +' + t 1M : 21. ALL'ROOF EAVES, RAFTER SPACES ABOVE INSULATION MD' UNHEATED cgmbvvhbla llreplace[Dore shall be used. I �, ' .A ' ' i f G I it ev , I _ '^ NT. :A1TYC SPACES SMALL BE VENTED AS INDICATED. - 9 I 11 _ - " " 1 (t,u ` „N I �I- a i }IL ' IN p� 4 - � . - - 'o) All fireplace.nils shalt be pmvlded wllh a squrce of rembuallon ale � � - j 4, - +'! A} f'Vi 'I't.1 v , ,Pz,.ALi.s' � .....- .__..�..,..._.W,.�.._'-----"�'..A:- '„_..,.,_.....<,.-_.' ...�;..-._�,,. I ..'G! .?;r r' :x .1' =,,t a?i 4a.',,} 1 '. .,;'; :e ,DE3CFR'IPTIC�N:.,�',i 1,'j; . . r;k ' : TEEL SHALL ,. 1 DE TYPE A36 WITH A UNIT STRESS OF 2q',000 PSI. ducted from the outdoors,be of sided,,[,.dmty to support cIf beh ..x'11""�` ( » F r , n s{, d Av. :,,y�..,,. ) Ilcn. This source shall 6a equ ppatl'wrth adamper,capablo al being I Ir q 1 Ir ( ° 0 IlA '!r' 2p. g..LL INTERIOR AREASSUBJECT TO MOISTURE AND, HIGH' IR/MIDITY � � fullycllard. � � � ' __ SGS t' :,F•1 ..L,!1,rT ._ w t 1 11 ...ji, F ik '',f or i' ? 1 s I '; __ SMALL BE �TJjiI'SHED WITH, 1/Z'+ WATER RESISTANT GYP8IIM BOARD. I ,1 I 1 r t, "Iftl f tt y .+,r+s-)y' FTt"'y"^"' t -, "r -, c) No device Installed In . IlrepH'ce Thal uses a os.... fuel for Its _ ++ - }- .�J Y _ ( -- _ t y g k a /.- ,6r,` - �,/"� $M: } , r i,.. r{'Lx 4!rF't?, .'��rl 1, I _r- I IL,"` sl1 t tto� ,i ,'h,C � 4,,?IP 11A ':sir(` ,Si�T.r,:: "I 1 ,.1, 2.. ALL PY�M BINq,$VAC AND ELECTRICAL WORK SHALL HE PERFORMED BY epuraish shall be equipped vnlh A conllnuously operated standing ' ff I !"Z' I U 'v' N";' \ I I 1 �pr - "� ' I t' L%'r T}�+`Lf':l1'}.SI-'-n g+ tt - pIGEN$ED CPNTI OPS. IH ACCOR➢RACE WITH APPLICABLE CODES AND pIIo011ph1. f Y:1' I '` r "' l 1 1 'Vw r .�Y �+,r j,C V ,p s M G .;'y " �A4a ri '\ 'i', ;, yF o f t ' f il_ ,. REGULATIONS GOVIEWING. - ....`.., ._....,_.._ __ -- ," ¢A._. __I .. . _ .-- '1 L.._.._... _ _-.-.,,1,-.raw;, :,.,...� `'..a.f. .1,- I .4,a k 1,� t r�' r 1.' Is .--m-`"`-*r,".'"-".;,_.. ' '„ 25 ALL SIDE , WATER AND SEWAGE DISPOSAL SYSTEMS SHALL DEBIGNED � Ll �,` � ' �_ -I �� v � ^-'� `b �y���� tea'..-..� .': ��n� I , , , t , ' r, f 5, - ��.�: 4� � i '1 Pj� ,, AND INSTALLED AS PER GOVERNING CODES AND HEALTH, DEPT. _ ­_ ..� .w.,.,.., - r• MW. ...+..M .w- ...x._... w,...w .e.. ,w5..+-, -._., III tw„ -1 Ir 11 , Ia .,r:l FI F}4�y Ili s . •:I:'t<l,dk I G1:v II .',II,,, �t, .,' fN-- . 'R£GULATIRHs.r t 1 - Ir' c - - - 1 1 4f a'+f,., t , .:tilarm ,^,T;ta'f e I 26. ALL NEW DTI CITIES INDICATED SMALL BE DESIGNED,P INSTALLED Nip - „ , '( N2y/y. ni'll v� r 21 , Y.. 13.. ' •-��� •� � I 1 T' `1 ',NI - ':,,`e :-I,rr r,� " k" " 't' Ili; a` „ ` o^ 1. THERMAL RATINGS SNO{JI IEOV h +J ) rC' F. _ y+ �C�} -. „ TERMTNATEp 1Y LOCAL UTILITY COMPANIES A9 _..R UTILITY CO. I E ARF. PREPARED IN ACCORDANCE ._ ^ 1 �__ . �y xl s'v , ,, f "iA I - q„ 61l- l fr .,, ., i ,, :} 1, I + „ I y�,�t11 I it,1 }', " v` r �� REGULATIONS UNLESS NOTED OTHERWISE. WITH PART 6 OF TIRE "Li YORK STATE ENERGY CONSERVATION .,W kr, II°„}'ry?" 517Ht.r F`y' yr "' F,,.x.L1.,+`.:;_ ,. . ��`_A, ^"'-',\�, -^-, 1 ^^-'�-"�b 1^'�. � �I��i '� ,; �1', , "I �(`,, f A1 . � :':I r It'i{ej1 ' I,- � _ ,'�` -_� " _ CODE AND ARE DASF,II uN ACTUAL 'Ur VALUES OF PROPOSED w ( e!, n. - I r.=)/i, try I \ n _ .I m �. „ :q " (' :-i 1 :�I,. �t�1 ...1 r.r x _ . . ""-"-,."" CONSTRUCTION Ar SEMBL.ES' D 1 '�V'11diXT;,/.tv'. < 1 : . . .,( '[' . , L. 1. l ,'rT 4 .+. I > It `p 11 27. ALL NEW CONST RUCTION�TIA.L MDD9 TRE REFER BNENTS OF LOCAL AND N AN MATERIALS. { t r '! C,"�'" .1 1 ._ ..P 'El"t ` ." �C!»G`v`o`F UP, lrr p' `]t1�h5 a' y„ e4 t = I; ' 'r.•. 1, , "v .` " r- . I STATE ENERGY CONSERVATION'CODES. REFGR TO ENERGY CALCULATIONS I pp n �\ , . - W„ ,. ., " , _ "' - :'�I� . , ,;, , 1 I , .1 .4 fp .. r `t, LI/Slf., A//•�,a}P E'.:`r�Cl V" , .t, i;` '.;'r ,11 t e fnAIJ, HAVE A STORM DOD^ OP. A CERTIFIED "" '�"'""-- I r /^j�i'�+ (Gi'7, '('',r"'i_ ! �, ,f•�.. - I 11 "< THIS DRAWING. ' 2. ENTRANCE. D.40 I1-'- N r) - wvhLUE ,r .An �,< B,: IE:e. 1 _ 1 I .r�...�. �i _ L. f }7 F ` 1 n,' i rf.' I a . f, r .;.? I-'--r' +.,..>L.-- ., , � ,:. - , i,, I . , -J. I It YI,rV ,, 1S ,JI, , SQ,+hi,1),ni i � _ .- Aelry i I .,,.I:a :In 'cX '� v IJ.� dr � ",c 11,E 1 t <'r G e y'. - ]. GLASS DOORS SHALL Ii.` CANSiDERED AS GLAZING, - cl�(F - tin',. Y1,ffst '�-.Arcb'Y«. l � �'i� va . v`fi ) � �\ .l"` 5'i; 1 r''it ra ;I° „ r ",-f-y��If-r- - I -_ J i - - Iia ,+n,i ^,a,•' ,._, I 5,{ w 1 �. .:.q1 .vt'i. 1 , ( >!v`.r' tip r !rt' 11 r :, � +t1 1 - _ ' SII,iS' to fih i ' e -..+e . - i p - 1 I} II 1 .4 .N Ili''^ ), k �i fi -1I ir;, IIw ' 'F ,±111se.. 1 t, 1,,0. - 4r q,..-_ I _ I f _. , .. pp N. '7ilit A'. uyt,, 5- le 2z i ill r A :r II r ,a v,,. ,e - ,. r1r ingi-F _ 1 I 1 ,_., ..___..._ __ ._ .,._.. «..... __._..___....,+., --,_,._ ., ___.__" - --- -...,_ . _J ^Y,'---'--(} f �r 4 P,"I' 31L`%,JJ`f rhy'. , R.. rt I - ( i,:.. x-r , _ -•- I i 1'# 1 7, . .( si- ! » Y�„ V 1Ii '1" f a'^i.s'T' t 1 '- 77 A I _.._.. �. -. Ii f 4 7.1 1' i) I{ , I S, Y V r r „ 'tIr r x,,, A ` ... „ it ar t r { I2 I If r Sk I -1 I - __ ____ ______. ______________ ___ _____._ %-- v^. H .^ � ,i ,�� -I' �, ! 1 1 ,I -n z f, " ?P1b`I,! s rV' i•,#, `., . 11 r ," zpx2xc cAI.CUt�xloxsr -t'-' I i 1 .,.., 1' - I - ,.„� l t .', ?V i a , , i Ids irytlr I r$.. , r:,; r v..- JI __ _ _____ __ _ _______ ____ ________ , p _:,.__ + , ! U + d I Nd dlt ltYP aft . J _ - n - - - t �a xlG. `rG.Lt3'r1s,F?, .' ..,� __ . . 1, d ' I 1y r, r e,t'il, 1 ' ) C`rs" rf rtruv t I v ) a,,. ; , F - ,i IALTERATSON:NOTES: £ONE: ' ,;1•;c a;d Alit i i I 'i M I , ll 1 ,V I;h` p �'� 1J1�"v! '6 F^. j :- .-I`+ 1. ALL E%IS EXISTING CONDITIONS ANDDIMENSIONS E {,,II.-fur r,,,- „y '�/ �` I -•" 1 41 1 1 I' ?,'r N` i Y h+LY iq'll 1 ,�+ +.' 4 A } I �'� `i TT'rl B FIELD VERIFIED BY �, / r i� 'I 1:� _ '� I l., 1 �I ( .I: ra r i},. k 1 e^' Lr 1 4F1 er w, „ X - ! i _ f ^/ ' I 14 14 11 I . L-iy/t: `� F lin . Fhi r' l H hyrI 111!jlPltli4 ' etp - 11 I t i.-'' , - CONTRACTOR PRIOR TO START OF WORK: ANY 'DISCREPANCIES SHALL PRIIfCZPAL USE: i I ry y 4I !„ 1 ! - „�, � _ I /'I.:,;: 1 , r r 'M1( ,i l'r C A� Pei, •,,,,F ti I t t.:, BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING. y q'N+ p r I 2.. Lp D ----_ ,__ .- _ - _ _ i 1 . . 1 . , ,1, 11_ ii.-'M^!, .4 'i Yi .pa d It >ar4iit i' " t i ---1 Y11 _ '','S : AL DEMOLITION WORK SISI BE PERFORMED IN A CAU930VE HANHER. RCOUCPFD A.CTUAi, , I 1 ! i' '` 17,', , Il 1"'sA'+r � 'iih. ! i ''1 : 1 .I y' ;:^ ray l',I „Hyl 1C i,. c ',. .,# �. ,WHERE EYZSTING WOR]C ZS TO BE CUT AND/OR UNDERPINt1ED, CONTRACTOR .. .- �•. ��4I -----�+^=.«,.r..._..+rwrn^a- M•I�.�«.�., n.irv.. ., I u _,.�� 1 1f Jy1� )_ I' - 'y;, r i 4 'n tV t - A P E 1 _-,__ __,._., :_.._. �.,.. ...._ ! +, I--_...___I _ '_ -F I ' 1} f ' - ` I ^ ,Y,x k it t`x.:' I L_k"r� Fi !r ,, :,.: Y' ». SMALL PROVIDE X^ NEEDLING, SHORING, BRACING, WP,DGING ANp I/]^. WIDTH ' ` �'- -- -- .... I 1 I, -:;I ,i A� 4 . .-,P ORYPACKING .AND SHALL HE RESPONSIBLE FOR THE SAFETY OP THD, F - J - •� '`� ,jY l tiw ; I I I'{?;��d Jai } .9' n -`'` .,; - STNUCTIIRC DURING Tt1IS OPERATION. }�. 4 � 1 I .t I I _! .„' _ tv,l t I (M+►�v�*fjoliI n ,w•M,YL', t it u'+I.S IL♦ fit r 1 r ,. YT �'iP ��tro t, _ , LOT AREA tit: fl i I T, P7# ,SUP ,, � i T �. 1 !''v ) f� V'1 Er ..D4 {, .+---_,,ct a, _ , J. ALL CUT':1NG MD PATCHING SHALL BE DONE BY HAND, I` 1 Y.4(+ ji'>r.a.l.. ,�aL..,,Ir II, --1 r.» 1 - - ' '� F p! c .1 Jt Ti'�A}1 }- i_ - ,y _ rJy } a .S':R l { .y 'T I,_ _ _, ,.. r •T-_� ,`� � YTI I 4 , ) t :w t+ I iliter, I 1-11 - I; �..,� r 4. THECONTRACTOR 6tALL REPAIR AND PATClf Ally E%LBTING AREAS FRONT YSRp �q F - lr,_.N -AQ _ 1 `il (?1 1 )-4e p� ,,d„E,,i-e11:,1 ( tju, C?n IvzK['^ ,1,, 1L , t i I{ ' _ V' , I ,:. ..'._. �s!1t,-4`I „A, ,+ '. - ': 1"t Q! 1 I :r r , - 5 F - s v .F1^ l r , ! , r , ORNGX AL PRF-CONSTRUCTION CONDITION. 'OR ERRORS' TO THEIR 4 '1 i, � � � �"YIV.q, _ - `gXA- iT,S'V,1VAi,6� . - ------4- d +1y}_ ' F ._l- . _._1. E' .y afI : ..,a t 1 9 � � R�dni1# 1`R r,"'ll , '�r+74 ' .A+.o1r c: I __ oL , .fw `b... �, aE' t I I �1y� F+.e ;r'd- .f l.:_'. SIDE YARD I I I -. I ' 1I) aN a I h4"CIIV P , I n , 1 P .an &y:T l � I - -$. THE CONTRACTOR SHALL MAINTAIN WEATHER TIGHT TEMPORY ENCLOSURES � - 'r ' , r r, xll p4 , 1 J-.rkr < E.r -� DURING TILE COURSE OP CONSTRUCTION AS � I vFWAhF.(._�� "' I ',D' .. '/ r I, q � ..:�M1 .,�,a 7«�1Y ".I Lill I i ?rrh i o «',-i t '{I AND DUST PARTITIONS I. -G_.__._ _ Arv' it 1 ,y }} 'I _ �' i IL 1; 1ro-A c tI Itrt JJ rr 4� 1 f.. REQUIRED HYWORK CONDITIONS ANO OWtIGR. SIDE YD. IAGGR.) .I 1 i .» pp� �_ _ Y y I } IJ , 1 {'� 6. :'_MD CONTRACTOR SHALL VERIFY 1`HE LOCATIONS OF ALL LINDERGROUNp ! C I _ ^'A , '1' A,f . I , Y !r„,1 9i �./�Gi:��'�$ .IA _ . UTILITIES AND STRUCTURES BEFORE PROCEEDING WITH EXCAVATION REAR YARD Ill � ��y) t � � f � 1 i _ ,j,- N� _ . .� I � � i r !1 ! J � � ;i '1F��"' WORK. yj , I 'V �,. _rI 1 L' ' x1{ I r; I r ..w3 rS r a - I ' �-W"I �T�YI� 7 .i �-- > I ., Y a ) nor e- . I , II , Y al I tf�d Y fir , `�; z 71 .] , ,. (e3 . _ ,, � „ 14.+ ILnx 1 'SI m y e r iI, 1 ' h` « "r Y i1 ' ' :t -v 7, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UNFORSEF.N BLDG, HEIGHT r ..yL 5'+'F�, «,' 4 + , �1 _ ,- ^-.+- r q 1, p ,M +',n Ir '1, ICONDITIONS, AS UNCOVERED DURING CONSTRUCTION WHICH MAY REgU2RD 1 _ .� I - 1 _ - -^ - � Y If }-- ,] . LY. yyi Yb F-I, ! 4 FURTHER STUDY OR AN AIIFERNAT" DESIGN SOLUTION. r --- --- I - , d.. #� i ,p1rY r F ' BLDG. AREA 1 �V •R - /�, -s.+,.y "^, 'Mf rA A' 4 , tk e, 7 + i I 1 n A:.ki' !11 a k ,, . I } , 1. r {74 mw p r {.ia' -� - - - - 1 ,` I t.b , :-.� I i lv l, IA I r I �, t Ill I N.l I "YI 4 z , - ., . _ L I > .4 ..Ar �,�' I I �, iI Is ,`Y l"e I r {z,. r * M vI - I - 11 L.n.-. 07, ))11,1 1,'dsy WW { 1ill It 1 11111 IISt , ,L.,,�21 iN ,Ir'.. 1, l - . - 1 ;y.� �..^ ..rA...,_ _.«. .«.,.. ,...,w .r..,.,._„ Imo.,_,.,__-.h. � ::� r+' r v 1 r 'I�'k-�A { ,ice', ", . 1 L rX ._ 1. .ar.r.,� .'. r t I'll, 1. I �_It I 1,.- ..I r-^- [ ^' "rl.. 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'� , 4 0 - � V : 11 I ��2_n'.1� _ -'MJ_ t6 F ' v _1 v � A, !� � I� 3 � up t� I I yu8 �rzelc, Hca ¢,rzeao . r+l Q {1►` o,C:l _ Q I[•"o.G", 1 ' °fir '!, +---�� � �' V' I I I zxc. est z,rGr.,c..T, eav1 d '! 1ANAI �I t or a Y '1 I � a I / , r i ro `� O - '� q lu e , ,�; py,Y O A KAIL'G IV ti un � 1i I ISSUE X REVISION ;I � m — yl .v $� 3t Sr d 4 yv 4 "✓' Y TAP al 4 14''5" s/ QI : . JI - No. DATE DEsCR1PFIf N jl C> IFd`f1..1L .1 n r I 3r Ci - 1� 2)s� rJ V y . �""" .► I ' I. 1 - d � Gc-1�_ r _ - V' la" •.6� < RgWN4 Uy \ o �' � I }7 14 I _ 4n- i��r�41J v 3 �'r� s ` 1 _ 3 t� •d — — _ n�F� 111 1, �� 3 (JFh("�' A41 X=/11 '?}11G V _ 7 " a�arl�4t#'. 14 1z y :04 ���• Pi l(4'11.P.G.d ` I�ry tig `1 on r�0 ! 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F e + ' I 1 r to . .-- r� GJ3v �r acw y _roe g- awN _Irk No -- - - CHECKED h HF EEisvt--7* a 4 5-4 3�7 JOB No. nl < ._ _... _- ._ __.__.,_ . .� � �_�—�{-- -- --'._-- - - - --..- _ _..-C=`+C--GrrY.�-Je�� " I-.. .F.�YF_ '". - , - - _ .._�,(=t' , "t•�-.r Fl: _WN1�'_ :,I '..:,� - -- - - - - - 11 -1 - -+- _. - .. _ .. _. . _. -- -- - ---------. ___ ` -- - - 1 yr . . *PIi. - - - -' - - - - _ ,lF•• . -RJIi --- _ p . DRAwI'NG"NO Y T� r hIF r_ rr .r�i�l I 'rte�� NN ..1 -.e. Ir , r 1 u •,a r..+:'y�., ld, .', i . ,i , iwik ✓IP I u i Sl lig i :yw dJ7�}a 5j Y �• BRUSCELLA ' e r'u4 ': .ro a nP\416jAk "fd ; A n , " 5 rth N 1 } i AND CACIOPPO MY zu { lP eP• k1yE`7J°¢, - } i n ' 1 f , , 7t4 , t � r' �I 'E ' t a{,x `11 �, �, I}, �:. ' P� _r2ravrx ARCHITECTS r _. �4 x 11 _ _ Conau cton Manas ers t e4 _ 4, 91 E + q 45a ° sir x"t 1, HI1NTNG IINSTREET NEWI'ORl< 11743 111 li Aa yl,ayi i(v,�r — rh'GP4z11nip w , � pN�EI�1pX1I�IIIIItI 5 '1 J` k��ll � u r' ._,_._..._ __ • J,' N 9a •� } .t ' �Q El -� .- _ -OF NEW _ _ 14, — h +r r C I •� �. ,A ,r, lagan I- I "l�l' � 1 I r _ � [1�� i I Y l :1 ----------------- ISSUE / REVISION ;. -' .; Y t+ ' S` :' Cu i r,,,., .14''-. .;<,1._', ..".._ . . -- -- - - - - - - .. . - -- -- - -- -- " --- . 1• t+ c.1 -'G'S ___... ------ - -- --- ----_..,. _ .. ,,.,_._ __._ ___. ..._- - .._..._ ------.__. . ._. . ...._. . - - -- - - - ------ ----- . � �''.,. _ 1. - - - No. DATE DESCRIPTION it ji it- 1 c . r Ix 'I F-i 3 .. 3 „ ,7 )/I% Ral CONSTRUCTION t kp s 6c 1 ,i 1 x Y '4 (7 r 1 n 1 y_ ASPHALT/ FIBERLA:SS RIDOF SHINGL& a r Yi t r Sz h a 1 ''I,,tt c ri'1 1 #'' r I Y - i i15/ FELT r xi it 2^ COX PLYWOOD e 1u.kd1 vr r :r AMlidr Yt I'S t n r r ?d,, t ' PLYWOOD ROE �OZAS PER U 4 RIDGE VENTIIr rrst151 ______,�,,..���... - -�'�• Ill li�it ...... - ._- t Y P 1 5 lx .r 51 WALL CONSTRUCTIOd iXN METAL CLAD FACIA [ I IVINYL VENTED SOFFITS — x 'ALUM. GUTTERS AND LEADERS VIN3FbSL6'ING-OSA,2/2n-RI6ED INSi3L. 1 1 { r - 7 �'�'• ,In it POLYESTER VAPOR BARRIER - vr 11/2" SHEATHING OK zip 2X+ STUDS 16" O.C. 1/2" GYPSUM BOARD e Il/2" MOISTURE RESITANT GYP. T", o ,s Nin .,.. '� HD. AT BATHROOM. TJ6AI.IWICF7 —._...._�..,..�.._.�_.___..._--...�.. ,,.�. ....... _ —�_ r Ix » h'. r16 , 'w4.jlw.„ Y Y Y1C' ._—_...— __......_..,_...,.,.. _ _ .1- �.T 1 y x . . FLOOR CONSTRUCTION _�._.,�— _�...�... .._....._, ..__......,.,.a._..,,.... ... ,_......,�..._....._...-.-„,,----•--�_ _ + :r rM �Wdy ”""'- 1e , '1/4" PLYWOOD SUBFLOOR --^'—"-' _ t 6,"i r"rH'�'�1 ni�iw`t} Ir �' ., :f:'.'.,�' _ ~_ 61✓, 1 t - , +� i :WOOD FL-OR JOISTS AS PER PLAN '—' �` ,BRIDGING PER CODE _ tr Yx1,#'a s :r';:. ]_.__— _—_-. PIBERGLA93 SILL SEAL ____._ AVF°" r y�' /n I?�Sr ,��r'w{ �aFM . � ii T'. _ �_ i � ` � _..__...—��_ _ _ �� _ ,._._�� r rV✓}t�IGDL-_ �I �^ py. t; p v t r ,� h; r 4, -SOLATION SCHEDULE __— L��_�_ - { C r 1 , 1 ,1 :;� - INSULATION _ - (1...�%YC, fZYG,F t� a� �as'fiC � - �� �„ "" __•-------------------------- X/2- __' ____-________ y��y_..-..ate.._ _ ,jl/2^ R-19 WALLS rk kk n d 1 1. ,.:Qta fit, , wiGw � rMi 6" R-19 @ 2%e RAFTERS dwd 'r� 1i " 3 ,7 R_w`L, 2 2%10 RAFTERS/ ATTIC FLOOR + '6" R�19 BASEMENT CEILINGS � . 'ae:..,pe_ _ —. I - O7v7�,C� � Ir tr rro _/ rvfG i, 1t �li -,,: r � 'r - : ' ___ �} - IIA --_. Pj = - - - --__ pr✓y .. j ----DATION CONSTRUCTION x''k k �''irti: i 4 ' ¢, m»*S xe5.'nv s^ C��',1l •�'� n �.. 4{ '� ' ------------------------------------------ - - �� hF'C - .,.....r....a,..�....�.� ,H ' 11/2" ANCHOR BOLTS @ Sx O.C.• 2' OFF END Ahll/N� y C(r'OiL' VfF.P:P, _ —_ -- r 4;I _ POURED CONCRETE WALLSP06TI AS PER -WIN _ -..- . - 'AW 17J Zx 'I AVL-'tix"Ht.Yav� ``POURED CONCRETE F00TING AS PER PLAN eZ'FLL�.. ��•^' "'fit` p4��rJ (CONCRETE COLUMN FOOTI-GS 11S PER PLAN '. . \ .. " • _ __�-" __ �4�1,,� -l7I�S � ti4/iP5PO,1N+ r � 1 :114 ^q 'd" dia.PROOFING BELOW JL8 40 $TEFL COLUMNS ,ate ! '4 j<'A'MCNONCPETESIiBBGRADMIL VAPOR 77 iRYE ._.., . __• ..... .. . . .. . . . . TITLE DE J Li sx _ BAR _ - r 1 i P C Qry F �� 1* y5,kti 4 y ... — .. - ,. — __ .. ._.. .— .... � . � !__._ SAG S � � _ __,. I9CONCREfE SLAB IRECODE GYP. BOARD ON ALL WALLS — tlk: ' ,{� AND CEILINGS Iii^41E ,1/6, MR SELF CLOSING FIRE DOOR TO DWELLS "' I""w"i i e 161 _— Il 1w kJ k b n, N,4➢E16 �kWu`'. Cr t 1 ,r u. ,�, : r-, ' t x� c Id, G, _ t- � ,p qq y1 ,,,yl + i Cp�t, t Ix1 1d _ E x —_ _.-.-- 1 rel 4 d �`1t ,, , I1 is u }1 �i r Lj +I , . n ° ° - 1 DATE — - IIIII er +r _ 4- �-..._d. __...... .,.._... _,�... _�..... ...�.. —�• 1 WF,_C'S'Ml'"L'�"m Z4 --^' 'r f,., ,_ :N : yak• I (i (':. SCALE .99 f 2 VITaGU it^a f .o�f ' p ted— �O.I 'l,,. f=> B DWN BY + rr''1 , - w1' r 1 - s r a wr t a I aiM GoirARAc;P ,v� � � , n rt1b I CHECKED BY — _..�. 4`�Ir Yaw 13 � t.Nb 1t xMi Y , i 1 � � J ' '1r ,'I E � F"" '� d�rnrt"��'T d,�t AI u' r1 d t' °"7 ` I � IVY � rl E,� F6,Sei°✓K!i•1r,'>i C3 G�IJa^"L��it'• �__"'_ yp _��_. ( _ _ _� 1 � FF _r.l 7 'Sr 1 Y A'4"1 — —r �_ . 1 li-- �RJ _ _� r ��., I�._. _...�. _ _.,..�-- --^ —__.¢.._ �._... ._...�. _ '-'--$ JOB No. :1 re t,N 'S•ki '" fr:vA� r r Y�,{ '1„"r� "r >w 111 ri 1 +, 1t1 1 C,''I �59�"✓< rf'x ,vEyF�x s k qv�l,IY-/ . k u x�'x}"�l w 'qvlc " ' '/ J { & 1 : �l Li./ a` - S.`9/ r. a ` 1 r r >•e1' DRAWING NO. �� t 3,a'y6 y'a v6✓ilbty r --..., .__,- .Eu--.._ IT C pp a`Y �1+,h,[' tV ` " ' , 7 � t — ',se�m:.a ,'�tl�1 ,avasmacu=•�al�su�em'c�.v..�r x.�.w+n.cnnura><. .�5+ ,�, `all.,. � " �� � � �`� P,� m { ,.��* ' t 4rniPr'r,nl, a f4 ���w� M1^�� . dry : w1� ., .se�s�n�m^s.�...�� . � � __ _ '•'_ - - ,. - _ .-, .._ _ _.._ �_� - .. . ._- , ., _ .,.t.. ._. ,.,,. . .. _ I " ��� ALIG -6 2002 ;i! GKNKRALNOTE$ �QQF _ �°VG-r,K "\JLIV'r 3'•YEIN-r L � IJ4 11 �gT12i ��i > olz wrnr ►_y , it qw-I I I I h1I" rU� rchitect L ALL FOOTINGS SHALL BEAR ON UNDIS'TUBBED VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 1.' 1 I F - - - + 'PONSPERSQUAREFOOT '1'ulu♦ Y`R 376�M 1 I�E91�. 1/��li,••74. l5G FM/ Construction Management 2. IONS PER SQUARE BE MINIMUM 3000 PSI PLAIN CONCRETE _ - - -- --- / I a`S _- I �1(1r• 1 $j1 11�/b°I N II%1" 111/2-r II6 I j - 11�1V 3. AALL LL FOOTINGSONWAI.EMINIMUM3000LS MD SLABS ALBEAMIONCRETNIMUM 500P51PLAWCONCRET'E ✓ 1 rI I� i� 1/ I./ Architecture & Co MBnagem I ✓ ✓ 4 ALL FOOTINGS SHALL BE POURED AT'AMINIMUM DEPTH OFYBELOWGRADE REGARDLESS OFSOIL 11zr--P,GE GGMPLr?.NG6. I I 1 1 -1.-Rv I I 1 CONDITIONS(4'.0"N,Y.C.) A.,/4 LL-F-17ZC:Pl.•.d'GL` L N ITS 5 hh+•LL la'141'� 1 N F I L•rrZA�TroIJ L•o Z 5E S 4W ITN _ 5. ON NEW CONSTRUCTION OVER E%IST.,VERIFY POURED CONC.SPREAD FOOTING 16"WIDE BY A"DEEP MIN. I \S1Q 2to Main Street 6. ALL STEPED FOOTINGS SHALL GAVE FLAT TOPS AND BOTTOMS LEVEL AND TRUE TO INSURE MAXIMUM -r- 46 pAMp�52 IN Tka GLA5ED pr-a� -llvr-1 NV--Ta E.X666"0 /.ZOG>=ly( AT' zBE �V -rfai -IgHyg T}1p Huntington ,New York 11743 BEARING AND SHALL HE STEPPED AT A 12 SLOPE MAXIMUM, MAINTA WING THE THICKNESS,AS NOTED ON THE DRAWINGS,AT ALL'P011I /'�. < T L ♦ _ _ (631) 427- 7-2 7 'INE CONTRACTOR SHALL PROVIDE Y,"DIAMETER IS"LONG ANCHOR BOLTS SPACED A MINIMUM OF E'-0"OC 31K S VV Sr �V- e*AUJ*P• 'F T�6 0AA4Ff_� AL'C)N� P?o*S Nv'r P•(6&T -• � - FAX(631) 427-2469 AND 1',T*MOM CORNER&. �fiFI5 LZ.Cm;IL 1_rZC'M ENT 7'I6i-HTr ITT)P4Q N 5 0 60M P047131.IS FIr26,PLACE S. THE CONTRACTOR SHALL COORDINATE AND PLACE ALL SLEEVES REQUIRED FOR PLUMBING,ELECTRICAL OR ANY OTHER TRADE PERFORMING WORK THAT REQUIRES PASSING THROUGH ANY FOUNDATION WALLS. t�GlorS SL•I.644G r/V *.' r IFS 9. ALL FOUNDATION PLATES SHALL BE PRESSURE TREATED. /'•1^ {J artI• a 10 ALL FOUNDATION SILL PLATES SHALL REST ON ALUMINUM TERMITE SHIELD AND SILT.PLATE INSULATION. UNITS 5I•IL,L. r3E PfLOVlv6r7 � uZcCf- �� N A yo II ALL FLOOR CEILING,ROOF FRAMING MEMBERS,REAMS AND GIRDERS SHALL BE HEM FIX NO I Fm 950 P$1 OR / Tc BETTER.MODULUS OF ELASTICITY OF 1,400,000 �j�ATI�„rj'r1 J3L,� A 12� pu fi I•••Q (20N( 'rH L� C t1"r r7LtC� 2S� 47F 5 L1 f F t G I LeW T 12 ALL STUD MEMBERS SHALL BE,HEM FIR"=725 PSI,MODULUS OF ELASTICITY 1,200,000, 13. ALL SHEATHING AND SUBFLOORING SHALT.BE SPECIES GROUP ONE,EXTERIOR GRADE;THICKNESS AS 1.Q IJ?rbt'rL.�"a' To S UP f" 2,'( T'FI IS 54vt4RG E 5 14 A LL f3G - J -� - _210- - - ,-_ INDICATED s I�� r� T� F� G1 2 .I .s f1 IlI'J\I '. 14 . FLOOR JOISTS SHALL BE DOUBLED AT END RUNS,PARALLEL PARTITIONS,BATHTUBS AND AS 9110"ON THE � 1•^••l�1�1'�rl 4y{ 1 •rk A DAPI Irapa '-'A A. 5L-. Or' 'I�jy1N� �Ll GLe"J7e0 I ,,11 DRAWINGS 1•'Y•T 1 C �Ld I IOIY I5. DROSS BID AWINGDGWG9HALLREINSfALLEUA'fALLPIA00.$PANSA'-0"OC (G� f,.IG' f70FYIC9 IW -VrALLSO Uhl A F12L`pL6GE• 'rH15.T l!$L��j � Gr445L°:OtJS ru£L -CA:--_... _ _4'�� -YITZW -n�IN 1�9"SFT 16 INSTALL DIAGONAL BRACING AT CORNERS OF EXTERIOR STUD WALLS OR PLYWOOD SHEATHING NAILED TO _ •rte __ 1 COMPLY WITH BUILDING CODE REQUIREMENTS D"� T�S L9p(;2.'4L4•r lL.�11 -;,H,I'LL tiff E4?uif> 60 w1714A GvNTr NLIt�i L•y Dr��r'z a-re0 of Left *_i_-i 17 ALL HORIZONTAL FRAMING BFAIUNGON BEAMS,GIRDERS OR PLATES OF BEARING PARTITIONS SHALL BEu^"^^ �ANpIM 6i 'PILOT 0 GkrT LAPPED 4" - - - - " IA ALLLL FLUSH FRAMIN45HALL BE CONNECTED WITH MANUFAC'fl,{RED STEEL CONNEC"fION8,SIZED AND NAILED _ _ _ � 9•e•p QE4W1R s PTPI'Fii7V�ID IN ORDER TO SUPPORT THE REACTIVE LOAOOF'FILL MEMBER SUPPORTED 19 BLOCKING SHALL BE PROVIDED IN'IRE FRAMING'IO SUPPORT LEADERS AND GU'ITERS,FASCIA ENDS,GYSUM PI5P�O{fj I{L WALLBOARD EDGES AND CORNERS,TOILET ACCESSORIES,CABINETS,CASINGR.ETC a g YS iM, 20 INSTALL FIRESTOPPING AT ALL REQUIRED LOCATIONS TO COMPLY WITH GOVERNING BUILDING COOP. f2 L 21. PROVIDE FIRERATED ASSEMBLIES AS CALLED FOR ON DRAWINGS - 22. ALL ROOF EVES,RAFTER SPACE ABOVE INSULATION AND UNHEATED A'RIC SPACES SHALL BE VENTED AS 23 ALL STEEL SHALL BE TYPE M6 WITH A INTL STRESS OF 20,000 PSI 24 ALL INTERIOR AREAS SUBJECUTO MOISTURE AND HIGH HUMIDITY SHALL BF FI NISHED WITH 1/11'WATER p�Na u OFlUs RESISTANT GYPSUM BOARD. \fj 25. ALL PLUMBING,HVAC.AND ELECTRICAL WORK SHALL BE.PERFORMED BY LICENCED CONTRACTORS IN O ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING, 26 ALL STORM WATER AND SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED AN D INSTAL LED AS PER GOVERNING CODES AND HEALTH DEPT REGULATIONS. n 27 ALL NEW UTILITIES INDICATED SHALL BE DESIGNER,INSfALS.ED,AND TERMINATED BY LOCAL UTILITY V .t1 . COMPANIES AS PER UTILITY CO.R EGULATIONS UNLESS NOTED OTHERWISE 28- ALL NEMCONSTRUCTION SHALL MEET THE REQUIREMETffS OF LOCAL S'IATE ENERGY C'ONSGRVA'1'ION CIlOFS.REFER TO ENERGY CALCULATIONB'THIS DRAWING. ' j4SO 29 ALL REAMS IN COLING TOBE CONCEALED UNLESS NOTED OTHERWISE ` 30 ALL ROOF RAFTERS TO HAVE PREFABRICATED METAL HANGERS AND 14URICANECLIPS \/ 7 uF R`v�/U 31 ANY DESCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING Sao IJTYs " - '- - N JTF.Q 32 ALL WOOD MEMBERS SIZED ON PLAN TO HAVE SIWSON HEAVY DUTY CONECIORS OR EQUAL ON EACH ENO. - --- - REVISION THIS DRAWING MEETS THE REQUIREMENTS OF NYS ENERGY CODE ISSUE / y8 ¢ PARTS N_-_.- _. - 'I 3-D '� ,SS pr'" " .'- No. DATE DESCRIPTION _ 5'-O"WrAH CVNCG _.'FtttMoT•41_ >a2J tk RAtG TttC?_l� LI.I7 (v) vrt' P� 146 i 2 i�-�IE�? �C�.tttri l jkE {tLPthtG VUZ GOAcPubS - -- - - I - r 1R6d.T� T Ff S ; - - -- __ - W TR < E C1f-rzG GOof- �- -_ ysl -m� : �31N LE IFdMILyNOME U.it7EfG s�10GOGi•F. _ I il[o596 $fel f1C/1A\� 4"F ^H 3iriifs I�i¢t11t2EE_ ANS . &room l ¢ _ _ � - - - 6INQI JA r1 -f LLAR { $.AI!. a r A . 4 SLS 1440114'10. 56 _.]1- " QT#FlN t - TILE L58G I I I 5/BY1�Dp, PE .X„ s v PI i ILLI VK �RRI 61' i AMAn � I I fYEl y1AU9 Zq�i b71 25`0 G I �A It fT2'-0" I d 14 4 J 1 4 N CSi�YkYaHS} 'lief'_. -,-_ Z - C -14) G- t �, i~LGtGF2�JLAI --i -..._.__�'' -.. _-._ •P (� 3 41I .- 1 u u I I r.'aak•tr �1zl A.#t%j SiZ - I .-__i •( I - - 3 X Iri17YIG• 1AZAI7E _ ? � UNLONDITIUNL`L7 I ?, 'I � ', a &u1L 5kt I f, DEPTH 1lrFkLL U" YALUI' plE1 ON/ Gk pE 'VALIM LJ k/f -ft,- Ir� r'ILA(� IlJ�iLlt. 1 - I � ,. .e .T 1r„' ;' o -! 1- - - 1 1 � - - -I •il L , i � �„- ..r. - _ � , Is5r1., F, - VALUt � A i I 7" I 4°vtn 5CM�vuw THE MI�LL .aI YL f,L. - �I r I 4a' STaG� COL. -700 I"�/�` N\ =T �-©7AL )koakI 4ZATPtG _ t-02& _ i I ON ib 5R � 1-ce rItEPTraL rz,wTING4 411 S rVE 4aE EP/.rzr=fes IrJ hCCOrGDaN�F+ t� G { GdllG• Cf"l1� ON IAL 1�"" T 1 W 171 rAI G aF 71+6 NE-w Yom yTTHtI >✓»►emu. y. Gbt��rr tiW�.TD�r! 49M I `� -- e Q V AtaE 0ASEL7 Oto AorrTuA _ `• Ll' VAIL-061, &,f rW_,po5l /_0 F3LI C S j : ° lY - 1 •O ' O 'L, GI LAt'TaS !?pOR�a Ci I+e.LL hiE GONST O�2-f✓17 c, Z I NCx pK05'r 4/A�.G m �NYGA�//�'r�t7 rl V cx I II _ � TITLELVL 1 F . a C -- -- - " - - " - - -- --- I ' .--- - - -- "- - 71---- DATE SCALE i I N r �H i31 ,�•rl DWN BY "- --- - - - a d=b"(f4TS� � 35-d _ _ CHECKED BY - .�-_----- -___-.._..._"1"'""-"-• "'"- ----- 9PJ_�"..P ----- ----------- ----- - -- - ,..---- - ' __.__ � 106 No. -- Li Y Alo� I \I 1 L---/A DRAWING NO. M I John Bruscella, Architect ' Architecture& Construction Management __ •;2%Cfl" _ ___ _ _ 3o 'O _ ___ ____ 229 Main Street 'SO-'- Fes"• --J-_------ .21Co" 11-4" l S 4-D ' I Huntington, New York 11743 --__-_---_`__ '- 11- (631) 427-2855 i FAX(631) 427-2469 s p , CID a� Qg Jig. � 'mss:" " 1.4 l0 4- 1W (2�2"x2I i j )2'+�+" j fon: - y 4 N I Ni 4 - -- - --- �" --._-__. n I _ f d -- ' -- ` trT—, o I ht G 2//� b 9 a a,{c 4 0 Custom Desiguea' Roa1a j S •' 1 f of Lmg Island C � "`" ti a' ,q, dl rll i n 41 p "A" mi I"Qv(opLL 1 4N / ,y n. I� \9 �, (ala y rzl o� . If ,9TH of Ewy°Q� N N r � 0 I � + ` ISSUE / REVISION x �� 0 " "!W +1 ^ 14'•S 4" No. DATE DESCRIPTION x -5/L 325 �i=45 GHd.ntbr� ` az 1+21Z4 RANI GH 1 (d"d/Gk p 4 i m� 1 r Iln dG i j(Q"�Gi4'4 /�fI,O�N ro- dt P ql l„ Gl4'4 .Gl+bN6tFG�_:' F a A 9 f _ r ry1a" Na Y Y _y_ LTC,H a 1) n � x N - * f =C3 Nt Gr / Q I N tri1 � 4 z",.4" A ® i fl N Nf 'CACLXZS.S V 'ly �i r ! -aGl i 497:ad„ a J NIS -_SLe1F�G- ♦VI -� 1 � I . 'k'S'6"(Az l4 _'�.4Ki4L f."j —_—_ U)� .. , __ " -D„ d'�_._._-1 14' D•• N 6-D 4 N 1 " AN 0 ( 1 ._ lG�ik4i 4r ii Cod' IN uL( 1 - " M � _ _ 1' .1 I � � ! {I �(r� j "xQ iilZ-tG 2" G 5- pl �V ) 4044 a0 - / MAIN •G - �� 804o�� �I t 1t2fZ/A - - ,� f - � j'y GYP. • -;I off[ v - -+ 11) I ! � N J - ' -Wi3t•t.�J �' Ti L'G� (�� V 1 1 ' . r'JK`fl-tGH_r�! - - N " , t 6W. , �?'ti8 -1'ihfoc.?•-I6 2'k8"2R ;�"o�G 6L01. V. 0d4o 'i Y.X'TN.GIXH►llrtJ" . 2'NCa"L=(- 33.0� ' TITLE I G / d 4N a _ _ _flo�•IeaMr►.y+ea 412"rl" ; '�-4)ir4•S � ylau--eel.a./ -- -- X212'"x 2i - - - - - - -- -- O3+4 _..- - - ----'---- I DATE SCALE DWN BY 4:i O" -4-" '!-LO" %1 D'/ _ ICO-`al~ . _._ ._ 1104 '• M ' •f1.=4° _ - - - ' �•r--4-1D—�� 'S -�{= - II _ . --- ©V--._,..- --- - -----._.-. --9-- -4--- p CHECKED BY - JOB No a . - -- - - --1. 12 - - _ ` l 0_ l N � tv I �►�,' cE �/ � G V N n � U C? �( . ,t�� 1.4-¢a�• �_ 1, r u I�.�" � ) � � � , v>� !4 M DRAWING NO. 01 s3 - - - ' ° Jahn Bruscella, Architect Architecture & Construction Management 29 Main Street Huntington,New York 11743 - -- - - - .. -- - _- _ (631)427-2855 — -- : " -- - - - -- ------ - --- - _ - — FAX (631) 427-2469 12 • J Jnr' L9 -- r Ul]J — i F r J -yNo.014-' O�`E - t OF NE`Ny F••_.__ -L E- AT U �4- - - rzt.D..r�../ L V U /- .{ I < �Jf ISSUE /,REVISION GfG�r.f /�.•z 1''d - No DATE DESCRIPTION -3 2402 I.u:Gr X PA,, A Vr7t�? 3 n•r/oz zk.4, > I tt" A40P P-, A�Pt1 p LTJFt �s�z�c��5s f7odP ��i1tr4CwLL� ' ��LT �4Q -1 ft�_r�E Z.�ayf�,.il-r�GN.tT_�GTu�L Grr�ct� 15M ,I Gpx. P�YtND �Iolor< QC's WC- P���utct . _ -- — -W12. J of sT6 a,5 POIZ FL-&t,4 - -- (2 1"x !d .��{kt - --� f �(P yl-wk, VarNTEC7 1'TSVIL —_ - — . -- --- --- - - _ ---. _ urreg541-KADt01; _ -- - 7"xk"aGiyupd!p -- , . _ r 4 ; » I -i��'•PrP AT- rAT14 - a� , �' w YAP. �L Jo �iTS r({ t2 n1 i — -- ,/" _ — < - 47—,0�rlAli�l sT � F" .. KT IAA5. PJk17 27/\ - '9 L- 7 1 2"dc rl"Mlo" (ZgfTbleS - - rz ry _ fVil�F- F!�*' �Tsra 2GFf amp., — - - - TITLE -E31— pvulz oNG wALI 5 AS ft12 Puu► - - I , L J V. R 1'+�• , I i � -� �y', '� h m�Y I ' ���a�,ohlc. FaaTl�t ,tFi pb� (�*N — -- - _j__� ' r u�wor�s A'5; pew P �� I r 4P- A'-t�_ 4. — i - � IrISUL e+ S�$"F{Iztt�GGrY� 2lp,�hJ �w 39 _LW r WAw'ep 4- v I i Ise DATE — —7/2 OZ SCALE -- -�•-I-� I \ � � -ki �'iN !Gram — DWN BY L,4 -�- f _fi _ CHECKED BY � ,' 9, J { JOB No. � F— - DRAWING NO. of GA_L"E. '/4" .l'- �E�`2 M I T�` of 13 3922