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Home My WebLink About29130-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29934 Date: 12/26/03 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 4730 OAKLAWN AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 70 Block 9 Lot 49 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 31, 2002 pursuant to which Building Permit No_ 29130-Z dated JANUARY 28, 2003 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 TWO CAR GARAGE ADDITION, ADDITION AND ALTERATIONS (4 BEDROOMS TOTAL) TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to HARRY P BIFULCO III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-97-0030 10/28/99 ELECTRICAL CERTIFICATE NO. 03-4488 12/02/03 PLUMBERS CERTIFICATION DATED 10/31/03 HARRY P BIFULCO III i Authorized Signjure 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. 29130 Z Date JANUARY 28, 2003 Permission is hereby granted to : HARRY P BIFULCO III 4730 OAKLAWN AVE EXT SOUTHOLD,NY 11971 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR (4 BEDROOMS) at premises located at 4730 OAKLAWN AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0009 Lot No. 049 pursuant to application dated DECEMBER 31 , 2002 and approved by the Building Inspector to expire on JULY 28 , 2004 . Fee $ 706 . 80 J AuthorizeSignature COPY Rev. 5/8/02 I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This 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. Final 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 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 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. New Construction: __ Old or Pre-existing Building: (check one) Location of Property: 0,9&,6 Are- [=xr. _4J3c,77-f0(_0 House No. n Street Hamlet Owner or Owners of Property: 944.b 7L7:_ Suffolk County Tax Map No 1000, Section 01-7o Block 0009 Lot O y 9 Subdivision Filed Map. Lot: Permit No. 2 9 150 - Z Date of Permit. 1 2,8c3 Applicant: _ >� Health Dept. Approval: Underwriters Approva Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 5 - pl' ant ignat e I c* N Z Town Hall,53095 Main Road G • Fax(631)765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION ��77 �} Date: CJ �✓/ �C) Building Permit No. Q .t / ) 3o z�- Owner: a4 / 14 (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i' ( lumb Signature) Sworn to before me this Sts; day of 20c(�z _ / o ry Public, County ROBERT I.SCOTT,JR.", Notary Public,State of New York Qualified No Ot SCA72 kk Co5 Term Expires MAY 31, LZ ° � 1 Electrical Inspectors, Inc. Certificate Number., 034488 .; 308 East Meadow Avenue Municipality: Southold,Town Of East Meadow,NY 11554 - Office:(516)794-0400(631)396-7474 Inspector: 122 Fax:(516)794-5854 Issue Date: 12/2/2003 - I Website:www.electricalinspectots.com , Email:info@elmtiicalinspmton.com Mail To: Property Address: Pinti Electric Golden Oak Construction \ Ira Ritz Harry Bifulco 36 Colonial Street 4730 Oaklawn Lane Extent m>i East Northport,NY 11731 Southold,NY 11971 Lieensek: 2749E ELECTRICAL APPROVAL CERTIFICATE y.' AREAS LISTED BELOW ARE APPROVED BY INSPECTION 4�'4 dR AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ^°S�M No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions were found in the areas herein below only. z' .ys•` Residential Inspection/Extension Basement Storage Room 4 First Floor.Bathroom,Dining Room,Family Room,Foyer,Hall,Living Room Second Floor:Bathroom,2 Bedrooms,Family Room,Foyer,Storage Room 2 Car Attached Garage 100Amp Single Phase Sub Pane1/24Ckts1I6 Used 60Amp Sub Pane1/18Ckts/11 Used 48-Recessed Fixtures,46-Duplex Receptacles,4-Smoke Detectors,39-Switches,4-Fluorescents, I-Paddle Fan Outlet,4-GFI €� Receptacles, 14-Incandescent Fixtures,2-Fractional Exhaust Fans.• � '. . Rough 11124103 _ .; , Final 11124103 asp \ Not valid unless signed by an s autho Ell Agent < �y , • ll///111///VG� Richard M.Bivone Philip F.Goehring gyp'' President Chief Electrical InspectorArm w- qq . \� I Electrical Inspectors, Inc. Certificate Number. 03-9653 308 East Meadow Avenue Muntc'P°Ireyr Southold,Town Of East Meadow,NY 11554 Office:(516)794-0400(631)396-7474 hispector: 115 - Fax:(516)794-5854 Issue Date: 12/2/2003 ' Website:www.electricalinspectors.com a„ Email:info@electricalinspectors.com Mail To: Property Address: Pinti Electric Golden Oak Construction Ga Ritz Harry 13ifulco .ji 36 Colonial Street 4730 Oaklawn Lane East Northport,NY 11731 Southold,NY 11971 ,., a License#: 2749E t.. CARBONMONOXIDE ALARM VERIFICATIO AREAS LISTED BELOW ARE APPROVED BY INSPECTION No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions were found in the areas ,,« herein below only. This company has inspected the above mentioned carbon monoxide alarm at the subject location on the dates listed above and found it to be in working order,on that day only.It is the responsibility of the owner,authorized agent,tenant,and/or guardian to test these units as required by the manufacturer's specifications.Electrical Inspectors,Inc.does not warranty and/or underwrite these units.This certificate is being issued only as a verification that the above noted alarms were installed as per requirements of y^. the local municipal agency of record and county law.All conditions on the reverse side apply.If the unit fails to operate,the owner, m' ' \ authorized agent,tenant,and/or guardian is to change said unit as per local law requirements.If the unit activates,exit the subject �.'.. premises and contact your local emergency services. x*� z First Floor Hall:I-CO Alarm Second Floor Foyer:I-COAlarm." � ai*• 4 Q is •`\'\ Not valid unless signed by an u4k1dzed Ell Agent Richard M.Bivone Philip F.Goehring President Chief Electrical Inspector JEFFREY MONGNO ARCHITECT, PLLC 32D Glen Street o Glen Cove, NY 11542 u telephone: (516) 674-8846 fax: 8856 FAX TRANSMITTAL Project Name: Bifulco Residence Project Number: 0222 Please Deliver The Following Pages To: Attn: Harry Bifulco Finn: Golden Oak Inc. Fax Number: 631.765.9008 This Information Was Sent By: Jeffrey Mongno, R.A. Date: 11/04/03 Time: Number of Pages Transmitted(Including This Page): 1 If You Do Not Receive All Pages In Legible Form, Please Call: (631)921-1630(cell phone) Dear Mr. Bifulco, This letter is written to confirm that I having reviewed the specifications you've provided for the hot water heater. It is in my opinion that the introduction of this unit within the proposed construction work maintains compliance with the NYS Energy Conservation Construction Code. If any additional information is needed,please feel free to call. Sincerely, , Iy,� ED A'yC V C? lM\CHA 4�O/ Jeffrey Mongno,R.A. 9 sa ,COQ OF NE`N Cc: Firm: Fax Number: Cc: Firm: Fax Number: Cc: Firm: Fax Number: GOLDEN OAK INC. I�I BUILDING CONTRACTORS I� P.O. BOX 1179 HUNTINGTON, NY 11743 (631)424-6099 LIC. x18999 HI N R 1 20 Pagel of 3 March 30,2003 Michael J.Verity Town of Southold Building Department Town Hall Sothold,NY 11971 Re:Permit#29130 Dear Michael; As per your request,my architect made the appropriate changes with respect to my home at 4730 Oaklawn Ave. Ext.. I want to thank you for going out of your way to help us out with our foundation inspections this past week.Thank you for your assistance. Respectfully, P. Bifulco ill Golden Oak Inc. 03/23/2003 09:09 5 THE CORE GROI.JP PAGE 02/03 --" ABOVE ; 11. 1. ____ _ I POURED CO .• ; .. ':.. . . :, ', d' NIC J FNOT WAIL DN $'xt8'x-6'(2) 2x12 CONTIN NALER — ROUPFD CONC. rTG, --�--- 8°n16• -TG. e ; se LL NEW PROVIDE 24'X42' ® I oN , r` CRA"t SPAC s ACCESS PANEL " EXCAVATED SOL) 3 i I • �, o I � . rxtovlr>t .• rKouneD a I £DNC. SLAB OVER PROVIDE STEPPED ; i I EXCAVATED SOK. POLAW CONIC. FTO. 'y (MIN. 1 ON 2 S_OPE) y w4 LiARS 4rI TSD' 12' O.C. VERT. -- .______(2) 2x12 CONTN NALER__ ..-,-_ (2) 2x12 CONN. �NALER ___ ��p=F- }.A I _______________,-.- ____________-_ %IST. POURED CONG —i 8° POURED CIXJC.• R — _ NDT. WALL ON U 01 0 CONCFNCT. WAL_ ON 8'nYc' . FTG. c Y I._ •s I PNDI L- O. FTG. s4 11-6 1/4' BRAWL LL . I EXIST. OPENING TO SRA(- REMAIN FOR CRAWL i �— SPACE ACCESS N 9 i I •4 BARS 9 I I j 72' O.C. VERT (UNf) DUS". STL. FOP .K'r... 6,1 W1.4�Vp PARTIAL FOUNDATION PLAN Pemtit No.: Seal: Date: Dwg.No.: 29 / 300 �� °,AJ9 y 3/27/03 ; SK-1 Drawing Title: (j MODIFICATION TO Q�` x A(ICI1TECiS APPROVED PLANS � �, ) BIFULif ME NorP`ojea: C'.O RESIDENCE Nj k 4370 OAKLAWN AVENUE .. j" Bs ,y0 3m pEN STREET OiN COVE.NY TI542 SOUTHOLD.NY 11971 F Of NTt3640f(51N E74-8848 FAX 618)674-U% _J I 1 03/29/2003 09!09 5 THE CORE GROUP PAGE 03/03 r 41 BED800 RQ�ALTOH : E3EQRQ0 -T EXPAND.E NEW FAML I TCHEN 41 n u YA-1*1w, Al .... ... F90VIDE k-,10 BATT NSUL 0 "LOORS 'ABOVE r RAYM. SPACE (TYP) CRAWL PARTIAL SECTION 0 WEST ELEV. �-7 SCALE 114* - T-0' Permit NO.: seal: Date: iJwg.No.: 19/302 p.SL)Alyc 3127/03 SK-2 HA 4 Drawing Title: 0 ARNTECTS MODIFICATION TO APPROVED PLANS rojed: BIFULCO RESIDENCE (p 4370 OAKLAWN AVENUE 32D GLEN STREET QB CNE,W 11542 SOUTHOLD,NY 11071 Nr-,, TELPHME(5161674-6846 FAX(5N 674-9856 . , „ u%LL l ir-IUML MIINIMUM JLNIIC TANK AND LEACHING POOL ` SYSTEMS FOR A ONE TO FOUR BEDROOM RESIDENCE PRECAST 8' DIA. L.P. 12. 12'-6" 17-MIN. S. I . YMIN. HIGH SEASONAL GROUNDWATER SEPTIC TANK AND ONE ,POOL PRECAST 8' DIA. YDEiP 1�f I p5,7 �I � v 61 6'-6' 11-MIN. 3MIN. HIGH SEASONAL GROUNDWATER SEPTIC TANK & TWO POOLS PRECAST 8' DIA. L.P. KEY: S.T. = SEPTIC TANK j�- L.P. = LEACHING POOL �6 D.B. = DISTRIBUTION BOX L.P. 0.8. �1) L.P. 4. 4'-6" 9-MIN. MAX. 4' DEEP Y MIN' HIGH SEASONAL GROUNDWATER SEPTIC TANK & THREE POOLS - 24 ':AN 2 8 ^'3 JEFFREY MONGNO ARCHITECT, PLLC 32D Glen Street o Glen Cove, NY 11542 ❑ telephone: (516) 674-8846 fax: 8856 PROJECT MEMORANDUM Date: ■ 1.24.02 From: ■ Jeffrey Mongno,R.A. Job Name: r Bifulco Residence Job No.: r 0222 Memo No.: ■ 2 Attn: ■ Town of Southold Building Department cc: ■ Harry Bifulco, File To Whom It May Concern, I am writing to certify that the second floor office as designated on the filed plans for Mr. Harry Bifulco is presently being used as an office. I further certify that with the addition of the two proposed bedrooms as per the filed plans, the residence will be maintained as a four bedroom house, with the second floor office, remaining as an office. I have notified Mr. Bifulco of your request for this certification and of the information contained herein. Please call if any additional information is required as I would be happy to further clarify any issues if needed. Sincerely, SO ARC yM1CHgF� Jeffrey Mongno, R.A. (member) * LUq 2 Jeffrey Mongno Architect, PLLC p OF NE`N I I UILDI Applicant/ '+ I� Date Owners Name: l f i h��0111 Reviewed: 1 Architect/ Date Engineer: Submitted: ( 31 a I SCTM 9: c District I1 000 Section: 131ock. �_ Lot: k— project Subdivision Location: 4730 0,JA,, Cc,--- �-�:�5�,_ Name: - ___ SiII&IC S separate Required certification: (Yes/No) /Jf A- - Req. Req. -- Zoning Oisfricl_ _ 0 (l.ol size. I o e-IJ—D Actual: ! 9. J`� I IIAI coverage -I'ropusciV J I RW. IReq, _ fReq It"ronl Yard �7 Proposed:- J (Side Yard /V �5. Proposed: 4L "IR",Yard "�J I'roposedb�_I Project Description: AGENCYRERiYIiTS Permit REQUIRED FOR REVIEW MA-- NO YES " '3Num er 113 , Suffolk County Health Dept.New York State D. E. C. r Town Trustees Town Zoning Board approval: i Town Planning Board approval: Flood Plane Elevation??? y x '6 Flood Zone: fvY Pi Notes: '/ ! " � w/��:e_ - ��e.✓� Cel � --�-c�°�x..t�.c-o-�-Y--�. I 1-0 1 0 0011 SC Ref. #" R10-97-0030 �( vva ` > Any Ar + 4s o.2'N � a' FE 0.1'A1 PIp + tie,/ DEC f to (>~3 O 9� AUG. 4. 1'898 r -0030 Er �`i" ip az• _ Y =0.Y a ` CERTIFIED TO: HARRY.-P. BIFIJLCO III g 1YNS THE FRST NATIONAL BANK OF NEW YORK s ' ALLSTATE ABSTRACT CORPORATION ods . _ 3 a ME n,s Aft Ilk a ANY ALTERATION OR_ADDIPaq To THIS SLIRVEY IS-A WMATOO :. .� !� OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW: �'�(� .�. EXCEPT AS PER ;ECTION 7 Q9-SC!@jNi151[yM 2. A" CERI7FICAxt�15 76�J - HEREON ARE VALID FOR THIS MAP AND COPIES THEREAF ONLY l` . P. Q. Box 909 SAID MAP pR COPIES BEAR THE 'IAIPPE D SEAL OF THE $VRWYOR 1230 TRAWLER STREET r NHDSE SIGNATURE APPEARS HEREON .N.Y. 11971 ;- �/3 e � 765-1802 BUILDING DEPT. INSPECTION [FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE && CHIMNEY REMARKS: DATE O3 ZS D3 INSPECTOR r M-1102 BUILDING DEPT. INSPECTION [ ] F NDATION i ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � �� e� • �i�• DATE D3 Z7 03 INSPECTOR 20 765-1802 BUILDING DEPT. I NSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY S REMARKS: o DATE G3 INSPECTOR I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FO ATION 2ND [ INSULATION :] FIREPL MING ( ] FINAL & CHIMNEY RS. (Ole C ,� DATE 71 -2`� INSPECTO I 765-=802 BUILDING DEPT, INSPECTION ] FOUNDATION IST [ ] FOUNDATION 2ND ] ROUGH G. I ] FRAMING ] IN ATION ] FIREPLACE 8 CHIMNEY [ FINAL REMARKS; DATE l D / (f 1NSPECTO Mot 1 1 FOUN A . . yl wZydINSULATION PER N.Y. STATE VqERGY CODE - ®► .� or 1 � / 1 1 • • 1 I:N - • TOWN OF SOUT?-IOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need theiollov✓ing,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. c2-9 13o-Z— Check Septic Form N.Y.S.D.E.C. Trustees Examined ) ( ,20 0-2> Contact: Approved / -1 V 20 2� Mail to: Disapproved aic y Phone: Expiration ,20 _.--- n Building Inspector y 2 APPLICATION FOR BUILDING PERMIT Date Z 2-- , 2�_ �.._ . ._! INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 streets or areas, and waterways. 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 issue a Building Permit to the applicant. Such a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of So,tthold, 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 4U applz5able laws, ordinances,building code,housing code, and regulatio , and to admit authorized-tnspectors on premises-and in building for necessary inspections. nry Cigna re of IMplicant or name,if a corporation) -. --- (Mailing address ir5f applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (3/4)A&Z Name of owner of premises 148MIA � ��i I-t t L20 J L_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 1 Builders License No. IVa 99 )-tL GetaBv0,gK Plumbers License No. 2 -p 04AF P�,..,b (?,t ) Electricians License No. 27qg-E ?tart, [t x.t l.ve._ Other Trade's License No. 1. Location of landon which proposed work will be done: 97 /zo l IAKQquMi At�t,AL:F House Number Street Hamlet County Tax Map No. 1000 Section 'I0 Block 09 Subdivision y,�, F,�,� Qgax Filed Map No. L#1-)-y Lot (Name) I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy —C�Im'JG'I F Fj$&. I k�q 46:5 1"�E4-ci— b. Intended use and occupancy !34r 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. — 7. Dimensions of existing structures, if any: Front 7.� I Rear x(a 1 _Depth ate .2 Height 3).S ` Number of Stories Z Dimensions of same structure with alterations or additions: Front y. l / Rear Depth 142.11 Height 3 f.5' Number of Stories 2- 8. 8. Dimensions of entire new construction: Front :�b.o Rear Depth 3&-g/ Height 31.0Number of Stories Z 9. Size of lot: Front__/-, /y '/ Rear / Z3 .i 7 r Depth /s a.Ga 10. Date of Purchase 9h7 Name of Former Owner G6l-4K 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOV' 13. Will lot be re-graded? YES_NOIZWill excess fill be removed from premises? YES_NOV' 14.Names of Owner of premises Nt&i-1 3L Address ORr( wuRi Cx, Phone No. G&-765- 9a % Name of Architect111^,r.0 Address �' !trwy i s ZPhone No sir,- 67917Ra#Y Name of Contractor_GoLcip-jow 166 Address 'L QJm 1 r7j hone No.jg,1-yZ4- �/�94 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__,,," * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O� Gt v being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworntgbbefore me t —3Q day of 20� Ae�� Notary Public Signature Applicant BARBARA ANN RUDDER Notary Public,State of New York No.4855805 Qualified In Suffolk Countt�,, Commission Expires April 14,iiQ6\4 _________________ _ __-_____-______-_____--_ _ ____-_-_ ---____- w-s we qflo"Immal" ma (2) 2x12 (d^ 2x12 � % N N ---NEW CL.. (Wla POST (2) 24'x80' 3 2' NEW TJ 350 F.J. j < � w Laa12' O.C. (D = 14') N LL 9 _ NEW DEN/ x M _ _ N° MEDIA ROOM x � ® m 3 2' 11'-8 3/4" uoroiriuiooi oii oiiioiiriooimiioiiiinioouiiiiroriioroiri. �uor% ��—/�(33 2x4 m li WD. POST m N N � I /j I NEW 11'-8 3/4' 3 �2° 1T-8 3/4° � PROVOE 518' TYPE a 'X'GYP. GO. ON WALL SEPARATING LIVING SPACE FROM GARAGE PROPOSED FIRST FLOOR PLATIN A-2 SCALE: 1/4' = T-0° ?�SD A& HA (P �sa9 ® 8 ®�� JANUARY 11,2003 Drawing Title: ARCHTECTS AMENDMENT M 1 ST FLR. PLAN Twl�Ah Project: BIFULCO RESIDENCE ■� CK SHOP up 7430 OAKLAWN AVENUE 320 GLEN STREET GLEN COVE,W 11542 SOUTHOLD,NY 11971 TFI HOE(516)674-88466 FAX(516) 674-8856 JEFFREY MONGNO ARCHITECT, PLLC 32D Glen Street❑Glen Cove,NY 11542 u telephone: (516)674-8846 fax: 8856 PROJECT MEMORANDUM Date: a 1.13.02 From: ■ Jeffrey Mongno,R A. Job Name: ■ Bifulco Residence Job No.: ■ 0222 Memo No.: m 1 Attn: ■ Town of Southold Building Department cc: a File To Whom It May Concern, I am writing to request your acceptance of an amendment that I would like to propose for the above mentioned project. Mr. Bifulco has been in contact with the Health Department, as requested by your office, to determine their requirements. Based on his discussion with the Health Department, the requirements for the proposed 5a` bedroom will prove to be cost prohibitive. We are hereby proposing to eliminate the 5 bedroom proposed on the first floor. The proposed den/ media room will be expanded in size to encompass the formerly proposed bedroom location. Please call if any additional information is required to finther clarify this change. Sincerely, E0ASC HA Jeffr y Mongno, R.A. ��' �0y�A * ' z - _- REVISION / MARK DATE ISSUE FOR BLDG DEPT. REVIEW 12/30/02 _ L. O RESIDENCE ABBREVI4 ',.T101MB CONSTRUCTION NOTES PLUMBING RISER DIAGRAM f 4' VTR R 4' VTR ROOF O IA WHIM 11 MM SCHEDULE 1 NEW EXTERIOR WALL CONSTRUCTION TO CONSIST OF DENOTED EXTERIOR SONG MATERIAL -� J i GYMBOL MODEL NO. TWE MTG HGT INL/EXi MANUFACTURER REMARK THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS ALL ABOVE FINCI I'D FLOOR HEW HARDWARE REP REFERFNCE OVER 15 US. 'TYVEK' BUILDING PAPER ON 1/2' CDX PLYWD SHEATHING ON F1 T AP ACCESS P/'! i. HDR HEADER REG REGISTER 2x6 WD WALL STUDS 016' OC W/ 5 1/2' (RUN BATT INSULATION W/ 1/2' �• l�� _ W-1 C16 _ __CASEMENT _« 6'-8' AFF _ WOOD ANDERSEN_ PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE zi z ri r P�/LY® INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE ACT ACOUST IC C FUND TILL FTG HEATING RET RETURN GYP BD INTERIOR (2 COATS T & SI W=2 _ CWIS R _CASEMENT 6'-8' AFF _ WOOD ANDERSEN RELOC EXIST MATH r -� --- r BATH W-3 CXW15 L CASEMENT «G_8' AFF. WOOD ANDERSEN RELOC EXIST SOLELY WITH RESPECT TO THIS PROJECT AND THE A/C AIR CONDITI )INC HVAC HEATING, VENllll-ATIfVG, RA RE RIM) !UR _ __- --r r--__�_ — --- 2 INTERIOR WALL CONSTRUCTION TO CONSIST OF 2x4 WD WALL STUDS cw 16' OC W-q CW75 L CASEMEM « 6'-8' AFF WOOD ANDERSEN RELOC EXIST. ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE AS APIC)TOR BOI AIR CONDITIONING REO'D REQUIRED W/ ❑7 ONE LAYER 1/2' GW BD EACH SIDE l2 COATS T & 37 NOMI -I- - 1 ---i __ — CASEMENT_,- ANIOD ANODIZED HOT HEIGHT REV REVISION ` ` N W-5 C24 CASEMENT F-8' AFF WOOD _ ANDERSEN _ DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, i APPROX FlPPROYIMA HM FIOLLOW METAL RH RIGHT HAND 3 FOR DIMENSIONAL CLARITY, ACTUAL DIMENSIONS ARE USED FOR VD FRAMING MEMBERS yr l vz' 111 yr r z'N 1 vri 1 vz' W-6 _ CW25 - - _ CASEMENT * 6'-8' AFF. _ WOOD__ ANDERSEN STATUTORY AND OTHER RESERVED RIGHTS INCLUDING ASPI-I ASPHALT HIGH HORIZONTAL ROW RIGI IF OF WA1 DIMENSIONS SHOW 3 1/2' FOR INTERIOR FIWSI-IED WALLS & 5 1/2' FOR EXTERIOR FRAME WALLS �j � IWC W-7 — C13 _ _ _ CASEMENT _= U-8' AFF__ WOOD ANDERSEN RELOC EXIST THE COPYRIGHT THE ARCHITECT'S DRAWINGS, AN TO AUTOMATIC HP HIGH POIPII' R RISER ADJACENT WALL THICKNESS MAY VARY DEPENDING ON EXISTING CONDITIONS LAV ' 1 — ' LAV _ W 6 624 _ CASEMENT - • 6'-8' AFF WOOD ANDERSEN NON-OPERABLE SPECFICATIONS AND OTHER DOCUMENTS SHALL NOT BE HWH HOT WATER HEATGR RD ROOF DRAIN SI�1''cR « 6'-8' AFF. W000 AN®ERSEN USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, A ALL STRUCTURAL FRAMING LUMBEIR TO BE DESIGNED IN ACCORDANCE r T - s SECOND FLOOR W-9 C13___ CASEMENT _, _-_- — BRG LEADING REG ROOFING NTH THE RECOMMENDATIONS OF THE NATIONAL FORESTS PRODUCTS COMPLETION �1 FOR ADDITIONS TO THIS PROJECT OR FOR C BITUM BITUMINOUS INCL INCLUDE RO ROUGH OPINING DIVISION ALL FRAMING LIRVBER IS TO BE DOUGLAS FIR HAVING THE co fl `—_�. l a r foo - -- OF THIS PROJECT 8Y OR FOR OTHERS. BLIC FLOCK IPISUL INSULATION R.5 RUBBPP� EASE FOLLOWING MN VALUES r1 FbH40(0 PSI, EIS , -2 Fb-1200 PSI, E-14 D-1 _ FWG 5068 PATIO DOOR U-8' AFF WOOD ANDERSEN RELOC EXIST _ 5 ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY 13RAGWG OR mm. z'I 7 E)Dl ri r few D-2 3068 HNGID DOOR = 6'-8' AFF WOOD ANDERSEN RELOC. EXIST. ' BLKG HLOCKIN6 INT INTERIOR __ BATH ENDO BRIDGING ST GL SAFETr GL AES BLOCKING o INTERVALS NOT EXCFIEDING EIGHT' FEET SPACING IS TO BE BA71'I T _ _ -I- ll, BLDG BUILDINIG JT JOIPIT SCI51] SCIEUULE CENTERED AT EQUAL DISTANCES. _ {yi[y'p HII I i I I SEC SEC IOP) 6 ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WTI I 'I-IURRICANE CLIPS' vt. fro. CAB CABILEI KIT KITCHEN SSK'. SERVICE HI'FL v1, z r 92 1n N DRAWING LIST CLG CELTIC KO KNOCK OUI SHT1 SHEArHIiiG 7 ALL POSTS UNDER HEADERS OTHER THAN HEADERS FOR WINDOWS AND OW ` RA M LIST DOORS TO BE MIMMUM 4' z fi' (UONI Vic WC I KD KNOCK DOWN LAV ' LAV CER CERAMIC SIT Gh1EE1 CT CF-RF,MIIi i IL SH SHLLI 8 INSTALL BLOCKING BETWEEN JOISTS UNDER WALLS RUNNING I r 2' ii �� FIRST FLOOR T-1 TITLE SHEET CMT CERAMIC IOP LAIC TILE LAM LAMINATE SIVI SIMILAFI PERPENDICULAR TO JOISTS BLOCKING TO BE SAME SIZE AS JOISTS CLR CLEAR LAV LAVATORY a• z nrz' GN-1 GENERAL NOTES sLEEvr_ COL COLUiM I U-1 LEF I HAND EC SOLID CURL 9 ALL INTERIOR DRYWALL SHALL BE PRUED AND PAINTED W/ 2 FINISH COATS COI CO co A-1 PROPOSED CELLAR/ FOUNDATION PLAN COME COMF311 Al 10, LT LIGHT SPEC SPECIACHTOPI r� rl, CONC CONCRETE LW LIGHTWCIGHI SO SQUARE 10 DOUBLE RAFTERS AT ALL SKYUGHTS. PROVIDE DOUBLE FRAMING 4' HOUSE VENT A-2 PROPOSED FIRST FLOOR PLAN MEMBERS (SAME DIMENSIONS AS ADJACENT ROOF FRAMING) AS a ��• o i A-3 PROPOSED SECOND FLOOR PLAN CONT CONTIPIUOl1S LTL LINTEL SS STAINLESS SFEI_ HEADERS FOR SKYLIGHTS LAUNEW I HOUSE TRAP CONTR CONTRAC 101', LL LVE LOAD STD STANDARD I A-4 PROPOSED ROOF PLAN CET CUBIC FOOT LVR LOUVRE STIL STEEL 1t DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FLOOR FRAMING AND AROUND Co Co 6'co ,q-5 PROPOSED EXTERIOR ELEVATIONS CYD CUBIC PARD SUSP SUSPENDED ALL OPENINGS. (BOW -- MANUF MANUFACTURER 12 ALL HEADERS OVER WNDOWS AND DOORS TO HAVE MN 4' BEARING AT EACH a a 1 TO NEW SANTARY A-B PROPOSED EXTERIOR ELEVATIONS / DPR DAMPER FARE MARBLE TEL TELEPHONE ENA (DONT W& � . sLriIc SYSTEM As PER A-7 PROPOSED BUILDING SECTIONS DL DEAD LOAD MAS MASONRY rP' TEMP TEMPERED 13. ALL FLUSH HEADERS TO HAVE 'TECO' OR 'SMPSON' JOIST HANGERS AT CONNECTIONS 7 I J &DG DEPT REOUPEIV ENTS DEMO DEMOLITION MMETAL TOM TOP OF MASONRI' GTL. DETAIL MAXAMAXIMUM TPO TOILET PAPER DISI OF HEADERS AND EACH FLOOR JOIST MEMBERr - _ CELLAR DIAL DIAGONAL MACH MECHANICAL TSL IOP OF SLAB 14 ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED FOR PROJECT DIA DIAMETER MC MEDICINE CABINET TOS TOP OF STEEL- SHALL BE 'TECO' OR 'SMPSOK AND SHALL BE OF SUFFICIENT SIZE, TYPE & GAUGE DIM DIMENSION MED MEDIUM TB TOWEL_ BAR FOR PROPOSED LOADS ® ALL CONNECTION PONTS INSTALLATION SHNLL BE IN DISH DISPENSER MIP! MINIMUM T TREAD STRICT CONFORMANCE WITH MANUFACTURERS SPECFICATIONS AND RECOMMENDATIONS. DIV. DIVISION MIR MIRROR TYR TYPICAL DPI DOWN MISC. MISCELLANEOUS 75 INSTALL 5/8' DIA ANCHOR BOLTS (NUT 8 WASHER) AT IFND W/ MAX 12' FROM CORNERS, NO LESS THAN 2 PER SILL, AT ALL SILL PLATES ON FOUNDATION WALLS. ALL SELL PLATES /Nye PLAN TWO DRAWING MLD MOULDING UC UNDERCUT TO BE TREATED WTH ALUMINUM TERMITE SHIELD BETWEEN FOUNDATION AND SILL PLOT LAN DR DOOR MO MASONRY OPENING UNEX UNEXCAVATED DE DRINKING FL'N I FAIN MTD MOUNTED UR URINAL 16 INSTALL 4' ALUMINUM GUTTERS AND LEADERS AS SHOWN & AS REQUIRED TON UNLESS OTHERWSE NOTED 17 ALL GYPSUM BOARD IN BATHROOMS AND BEHIND ANY WALL TLE & WET APPLIANCES EA EACH HEM NOMINAL TO BE WATER-RESISTANT TWE. CLEC FLED I RIC PLIC NOT IN CONTRACT VB VAPOR BARRIER FIFES ELEVA I101•I18 CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MUM DAMAGE TO EXISTING )YTS LOT TO SCALE VERT VERTICAL . NUMBER I LANDSCAPED & PAVED AREAS, ANY DAMAGE INCURRED AS A RESULT OF NEW NO ED EOUAL LN VIP DIF CONSTRUCTION SHALL BE RESTORED 10 THE ORIGINAL CONDITION GRADING AROUND NEW EOUIP EQUIPMENT VCT VINI'L COMPOSITE TLE CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING k EST ESTIMATE OC ON CENTER VIN13 VIITTL CASE N 06°12'00' E _ 123,17'EXIT EXFIAUSI OH OVERHEAD AT V1110 TILE 19 ALL ELECTRICAL WORK SHALL BE UL LABELED WITH CERTIFICATES EXIST EXISTING O/C OWNER FURNISHED OF FIRE UNDERWRITERS APPROVAL. INSTALL AS PER OWNER'S DIRECTION EXT EX FERIOR CONTRACTOR ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WRING IN I r� WSCT WAINSCOT WALLS PRIOR TO INSTALLATION OF GYPSUM WALLBOARD ALL TEMPERATURE WTW WALL TO Y',Fri CONTROL W&iNG SHALL BE RUN CONCEALED IN WALLS, FLOORS, AND/ORCD FIN. FIIVIGPI PTD PAINTED VN1 WALL HUFF, CEILINGS. VERIFYOUTLET, SWITCH AND LIGHTING LOCATIONS ANA SPECS WITH O I O IPLW/'yaFR CFf?TAFICATjQI'I FEE FINISH FI9Nt ELFVATIOIJ PAR PARALLEL - FFL FINISH FLOOF LINE WC WATER CIA, OWNER OWNER PRIOR TO INSTALLATION I I o,V Lt yy L7 fM1✓�J'"MITS A,IT aFr'oRE 1 PART PARTITION WR WATER PRr)�N_I J �; FLR FLOORITC, PC POURED COPICRE fE 20 EACH TRADE IS RESPONSIBLE FOR BROOM SWEPT CLEANING OF JOB SITE I I '�'G!l//�V C,-1;.�: OF f'_j'CCUPANCY ED FLOOR DRAII WE WAFER Wkt APIT AT THE END OF EACH WORKING DAY. FLUOR FLUORESCEI 11 PLANT PLASTIC LAMINATE WWF 1NELDED W tE�ABRIC ' FDIDT FOUNDATION' PL PLATE 1PJWtd WELDEFr VJIc,L 1e165H 21 EACH TRADE IS RESPONSIBLE FOR CHOPPING & ROUGH PATrHNC AS REQUIRED ( ''� P7rA1 111�•'tlT�'9'7 FIG FOUNDA PG PLATE GLASS W- AIDE FLAHLE FOR THEN PORTION OF WORK PLYWD PLYWOOD OF, V,ATrI ��'"' '; '. -,'r�` C`✓�l"'�Jis�T FBo FURINISHEDL VWNER _ . o FP FIREPROOF PT POINT W/O WTHOU1 22 EXIST BATHROOM PLUMBING FIXTURES TO BE REMOVED. )NCI_ ACCESSORIES GC TO I I ;!' ICfi I �d .�FAI�. yy PVC POLYVINYL CHLORIDE SVD p1j1T�1D COORDINATE DISPOSITION OF THESE ITEMS W/ OWNER CUT & CAP ALL PWWG OR ( PROVIDE NEW 1 STY V'- CA CAUSE PCF POUNDS/ CLI131C FOO] VV3 NCNLrD EASE EXTEND TO SERVICE NEW BATH AS MAY BE POSSIBLE OR REOURED BY CODE I WD FR ADDITION GALV GALVANIZE, PLF POUNDS/ LINEAL FOr T 10 APr HUGH I 'I 'IJII 23. C = COUNTER HEIGHT DESIGNATION FOR DUPI EX OUTLETS MOUNI"ED 4 42' AFP GI<r GASKETPSE POUNDS/ SOUARE FOOT I PROVIDE NEW 2 STY PSI POUNDS/ SOIJARE INCH 24 OR = GROUND FAULT' NTERRUPT DESIGNATION FOR DUPLEX (OUTLETS GC aevERAL oi1lRw:ror- WD. FIS ADDITION PFN PREnN1sHEu GL GLASS 25 INSTALL SMOKE DETECTING ALARM DEVICES PER NYS CODE ANY) W If copper 9.1 binq IS used GB GRA BAR PI_ PROPERTY I_II'lE CORRIDORS OUTSIDE OF HABITABLE ROOMS I 1 4Far'.•-'VTer ryls'tribUfung GD GRADE AT QUARRY FILE "300` 14,3' 4) l vl l �247 PV"a :1'1: yplI:ilec0 shell bB GVL GRAVEL 2 9' a -vGT. GROUI o Do i+�')',�J K JG L Dr11VGW BD GYPsuM Bo. RD Rer RAeeerSTRUCTURAL NOTESRAD RAD1U9 `GPDw GVPsuMDRT1NAL tl - \\ \\ \\ ,, I UNDCRWRITFRSf,ERTIPICATE REQUIRED D �\ PROVIDE ANTI-SCALD AND/OR 1 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL LOCAL AND 1 2U1 v z � „"?; I THERMAL SHOCK PREVENTING DRAWING SYMBOLSBUILDING DATA STATE CODES AND WITH THE RULES AND REGULATIONS OF ALL LOCAL AGENCES. DEPARTMENTS OR LAWS HAVING JURISDICTION OVER ANY PORTION OR SPECIFIC I DEVICES AS TO'PART. 902.6(K) PROPERTY OWNER PHASE OF THE WORD( THE CONTRACTOR SHALL COORDINATE THE WORK WITH W .\\\ ��`\\P, O DOOR NUMBER HARRY BIFULCO PUBLIC UTILITY COWA14ES HAVING JLRISDICTION. > 1 w a ;a\� I N.Y. STATE BUILDING CODE. ��\24,T?�v 4370 OAItLAWN AVENUE 2. THE DDRAWINGS ARE NOT TO BEN SCALED, ONLY DIMENSIONS ARE TO BE USED ALL < 33.0'I \(\\\`\ , \•`\`, SOUTHOLD, NY 11971 DIMENSIONAL DISCREPANCIES SHALL BE CALLED TO THE ARCHITECTS ATTENTION 28.1 ROOM NUMBER pROPROPERTYDESRPTION ALL DIMENSIONS SHALL BE VERIFIED BEFORE STARTING WORK BY THE RESPECTIVE PROVIDE OPENINGS FOR SUBCONTRACTOR, WHO SHALL 93E HELD RESPONS®LE FOR HIS PHASE OF THE I 1 PLUMBING DISTRICT - 1000 WORK, I I _ EMERGENCY ESCAPE AS y /\ SECTION - 70 3 ALL MATERIALS AND CONSTRUCTION INCORPORATED INTO THE WORK SHALL BE IN EXIST. 2 STY, ,; ALL PLUMBING WASTE <>_ PARTITION TYPE BLOCK - O9 1 1 DO ��+&WATER LINES NEED REQUIRED BY PART. 714 OF LOT - 49 STRICT ACCORDANCE WITH THE' LATEST EDITION OF THE ASTM SPECIFICATIONS � FR. RESOD. TESTING BEFORE COVERING N.Y. STATE BUILDING CODE. ZONE - RESIDENCE R-10 APPLICABLE AND SHALL CONFORM TO STANDARDS ADD RECOMMENDATIONS OF o LOL ATION THE VARIOUS TRADE INSTITUTEST (ACI, AISC, ETC) WHERE APPLICABLE I EXIST. COVERED 1,o PROPOSED BULDING � t0 O0 1 V —'\\ ELE NATION HEIGHT 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND O 1 WD. FR. PORCH QRF �T11 WOOD FRAME CONSTRUCTION - TWE SB PROTECTING ALL WORK BURNS THE CONSTRUCTION AGAINST DAMAGE, BREAKAGE, W ro PROVIDE SMOKE-DETECTING SINGLE FAMILY RESIDENCE - R2 OCCUPANCY COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDNG TO APPLICABLE CODE J PROVIDE '/e HR. FIRE EL6,'ATION NUMBER > I 11/J ALARM DEVICES p� STANDARDS AND GOOD PRACTICE V r SHE ELEVATION IS DRAWN 5 ALL STRUCTURAL LUMBER SHALL BE NEW AND BE GRADE MARKED BEFORE RATED SEPARATION TO AS TO PART. 721.1 _- PART. E BUILDING DI (1) OF o SEC ION NUMBER DELIVERY TO SITE AND SHALL HAVE A MNIMUM BENDING STRESS OF 1400 PSI, 125 00' __ N.Y.S BUILDING CODE. Il tr SHEFT SECTION IS DRAWN DOUGLAS FNM N COMMON CERTIFICATION IS ftEOIARED TO ASSURE THE LUMBER HAS N.Y. STATE BUILDING CODE. ' THE REQUIREMENTS SPECIFIED S 06'12'00' W 130.14' � DETAIL NUMBER 6. NO BEAMS OR JOISTS SHALL BE CUT OR NOTCHED UNLESS APPROVED BY THE ARCHTECT /� �/ /L 1A,�L' AVENUE C �h(. d26g96 RQQ SHEI-T DETAIL IS DRAWN 7 ALL NEW FOOTINGS SHALL REST ON UNDISTURBED SOIL HAVNG A MNIMUM BEARING J OAK�A WN A VENU APPROVED AS NOTED OF N CAPACITY OF 4,000 PSF AND SHOULD BE VERIFED BY A SOILS ENGINEER PRIOR TO I ir1i% Q SISI-L CENTERLINE PLACEMENT OF CONCRETE N DATE'L B-8O B.P. B. ALL CONCRETE TO BE STONE CONCRETE HAVING A MINIMUM COMPRESSIVE " !� IY NE' 206 BY'L, NOTIFY BUILDING DEPARTMENT AT pryAg BLDG DEPT.REV �m/�p p g� STRENGTH OF 3,000 Ps '� � 766.1802 9 AM TO 4 PM FOR THE p DESIGN I.0 1,D6r'T.4' 1 riN�`,"5A 9 REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 FOLLOWING INSPECTIONS: PRQECT DATE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PLOT PLAN Component Dead Loads Live Loads Total Load_ I. FOUNDATION • TWO REQUIRED 10 STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AN) AISC SPECIFICATION FOR Z FOR GH - F AMINO TE THE BIFULCO RESIDENCE Roof with shakos or composih,�n shingles 20 par 30 psi 50 psi THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS T-1 SCALE 1' 20'-0' Q 2. ROUGH - FRAMING & PLUMBING First Floor 10 psi 40 psi 50 psi CONNECTIONS SHALL BE MADE WITH 3/4' DIAMETER HS BOLTS ASTM A325 OR .A FINAL • CONSTRUCTION MUST 3. INSULATION ALE WELDED INFORMATION IS BASED OiN SURVEY 4 4. Socond Floor 10 psi 40 psi S0 psi 11 ALL TJI SERIES AND LAMINATED VENEER LUMBER (LVLT AW) ACCESSORIES TO BE PREPARED BY 'PECONIC SURVEYORS, 3: BE COMPLETE FOR C.O. AS NOTED ' Decks and Balco"irs 10 psi 40 psi 50 psi SUPPLIED BY 'TRUS-JOIST' AND INSTALLED AS PER MANUFACTURER'S PC' DATED AUGUST 4, 19399 ALL CONSTRUCTION SHALL N.Y.Y 'TITS RECOMMENDATIONS AND SPECIFICATIONS THEE REQUIREMENTS N THE N. TITLE SHEET CeWne/ s Tic 10 psi 30 psi 40 psi (space is accossbla by sielr �� leader in areas STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR 2002-22 Where ceding height is 4 reel inches or 11,010) DESIGN OR CONSTRUCTION ERRORS Ceirng/ Attic 10 psi 20 psi 30 psi AAgRECiS ORAYdJG NO (space Is accessible by stair 0r leader Vi areas where calling height is loss Lha . 4 lest 6 inchoslOCCUPAHCY INICOREGROUP WSmg/ Attic 10 psi 0 psi 10 psi VORL (space i, haccossible) I a .° „ r IW ,1,1w,, LTi T-1 3mGLEN STREET GLEN COVE.MYT542 TELEPHONE(5115)674-811,16 FAX(516)674-BASE REVISION / MARK DATE CONCRETE SEALANTS AND CAULKING ISSUE FOR BLDG. DEPT. REVIEW 12/30/02 GENERAL NOTES 15 PROVIDE APPROPRIATE BLOCKING, BETWEEN FRAMING MEMBERS AS 3. PROVIDE CROSS BRACING BETWEEN STUDS IN PIPE CHASES BRACED THE ARCHITECTURAL SPECIFICATIONS THE REQUIREMENTS OF THE CODE REQUIRED TO RECEIVE TOILET ROOM ACCESSORIES AND OTHER SIMILAR SHALL BE CUT FROM 5/8' WALLBOARD INTO PIECES NOT SMALLER THAN 1. CONTRACTOR SHALL VISIT SIT[ A1NI' VERIFY RLI_ CONDITIONS AND OR ORDINANCE SHALL PREVAIL UNLESS IT IE ARCHITECTURAL SPECIFICATION 1- SEE STRUCTURAL DINGS. FOR ADDITIONAL NOTES, IF APPLICABLE ITEMS AS REQUIRED I ALL CAULKING COMPOUND UNLESS OTHERWISE NOTED, TO BE GE. 12 INCHES WIDE BY CHASE WIDTH, AND SHALL BE SCREW ATTACHED AT DIMENSIONS, ANY DISCREPANCIES, QM".SIQNS, OR PROBLEMS SHALL IS MORE STRINGENT. NON FAMILIARITY WITH THE REQUIREMENTS OF ID. A 2 ALL FOOTINGS TO REST ON UNDISTURBED 2 TON SOIL AND EXTEND SILICONE NON-STAINING/ NON-SAGGING COLOR TO MATCH ADJACENT QUARTER POINTS IN THE STUD HEIGHT WITH SCREWS 8" OC, MINIMUM BE REPORTED TO THE ARCHITECT BEFCAE SUBMISSION OF BGOVERNING CODES OR ORDINANCES WILL NOT BE CAUSE FOR AN "EXTRA' TO MINIMUM 3'-0' BELOW GRADE TO TOP OF FOOTING U PAR PROVIDE A MINIMUM OF DOUBLE STUDDING AT DOORS. WINDOWS, AND MATERIAL CAULKING IN CONJUNCTION WITH NEOPRENE ROOFING TO THREE (3) SCREWS PER BRACE PER STUD WEB. SUBMISSION OF BID SHALL IMPLY HIS A,,CEPTANCE OF THE DRAWNGS AND EXISTING CONDITIONS WHEN SUBMIT RING HIS BID, EACH CONTRACTOR IN THE EVENT OF NON-COMPLIANCE, THE CONTRACTOR WILL BE HELD UNDER HEADERS IN PARTITIONS BE BUTYL TYPE RESPONSIBLE FOR ALL COSTS OF REMOVAL OF NONCOMPLYING WORK 4. APPLY WALLBOARD WITH THE REVERSE SIDE AGAINST THE FRAMING ---- - SHALL GIVE WRITTEN NOTICE TO 71-IE AI;rHITECT, OF ANY AND REPLACEMENT WTH COMPLYING WORK 3 ALL NEW CONCRETE SLABS TO HAVE 6 X 6 10/10 WELDED WIRE 17 GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL 2. PREFORMED SUPPORT STRIPS FOR CERAMIC TILE CONTROL JOINT MEMBERS OR WALL, AND WITH THE SEPARATE BOARDS IN MODERATE MATERIALS OR APPARATUS THAT HE Bi-LIEVES INADEQUATE OR MESH FOR REINFORCING COORDINATION WITH THE OWNER'S SUBCONTRACTORS SO AS TO AND EXPANSION JOINT WORK- USE ..- _ UNSUITABLE, IN VIOLATION OF LAWS OR ORDINANCES AND RULES OR 19. ANY AND ALL WORKMEN EMPLOYED ON THE PROJECT ARE TO BE CONTACT N E CASE SHALL BOARDS E FORCED INTO PLACE. T ALL REGULATIONS OF ALL AUTHORITIES HA:ING JURISDICTION, AND NOTICE OF 4 CONCRETE SLAB ON GRADE SHALL BE POURED OVER 98 PER THE PROPER AND TIMELY PERFORMANCE OF WORK WITHIN THE POLYISOBUTYLENE OR POLYCHLOROPRENE RUBBER INTERIOR AND EXTERIOR CORNERS, CONCEAL THE CUT EDGES OF THE EITHER SKILLED CRAFTSMEN E THEIR RESPECTIVE TRADES A WORK UNDER THE OVERALL SCHEDULING OF THE PROJECT BOARDS BYO 0 THAT T THEM WITH THE ABUTTING BOARDS. STAGGER ANY NECESSARY ITEMS OF WORK OMIT(ED IF THE CONTRACTOR FAILS TO COMPACTED SOIL 8 6 ML POLYETHYLENE VAPOR BARRIER N'-0' MIN 3. THOROUGHLY AND COMPLETELY MASK JOINTS WHERE APPEARANCE THE CONTINUOUS DIRECT SUPERVISION OF SUCH SKILLED CRAFTSMEN SO THE BOARDS SO THAT THE CORNERS OF ANY FOLIA f41 BOARDS WLL NOT GIVE SUCH NOTICE, IT SHALL BE ASSUMPD THAT HE HAS INCLUDED THE 'THAT ALL WORK INSTALLED SHALL BE TO THE HIGHEST STANDARD OVERLAPS). OF SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE MEET AT THE SANE PONT. VERTICAL JOINTS SHALL NOT OCCUR ON TEE COST OF ALL ITEMS IN HIS PROPOSAL. AND HE WILL BE HELD TO THE HIGHEST FREE OF DEFECTS DUE TO WORKMANSHIPTHERMAL & MOISTURE PROTECTION SAME STUD ON BOTH SIDES OF A PARTITION RESPONSIBLE FOR THE SATISFACTORY FUNCTIONING AND APPROVAL 5 AVOID FREEZING BEFORE INITIAL SET OF THE CONCRETE DO NOT WATERPROOFING 4 INSTALL SEALANT IN STRICT ACCORDANCE WTH THE MANl1FAC- APPLY WALLBOARD IN SUCH LENGTHS AS WILL RESULT IN A MINIMUM OF OF ALL WORK UNDER THIS CONTRACT I ATHOUT EXTRA COMPENSATION. 20 ALL MATERIALS INSTALLED BY "TI1E CONTRACTOR ARE TO BE SUITABLE PLACE CONCRETE AT TEMPERATURES NOT LESS THAN 40 DEGREES E TUBERS RECOMMENDATIONS OR ACCEPTABLE PRACTICES, JOINTS. SAND ANY BURRED EDGES OF WALLBOARD SMOOTH BEFORE THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR THE INTENDED APPLICATION NOR WHEN FREEZING CONDITIONS ARE EXPECTED IN LESS THAN 24 1 WHERE INDICATED ON THE DRAWNGS AS MEMBRANE WATERPROOFING THOROUGHLY FILLING JOINTS TO THE RECOMMENDED DEPTH. APPLICATION CUT DAMAGED EDGES BACK NEATLY TO SOUND BOARD PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE 2 ALL WORK SHALL BE DONE IN COMI'.IANCE WTH LOCAL CODES, HOURS. AND/ OR OTHERWISE FOR PROPER WATERPROOFING OF SIMILAR INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE ORDINANCES, RULES AND REGULATIONS CONTRACTOR SHALL BE 21. IF THERE ARE ANY MATERIALS CALLED FOR ON THE DRAWNGS AND 6 00 NOT PLACE ONE DENSITY RANGE OF CONCRETE AGAINST OTHER ITEMS. PROVIDE A COMPLETE 'BITUTHENE" WATERPROOFING MEMBRANE PLUMBING 5. APPLY WALLBOARD WITH TFE LONG DIMENSIONS PERPENDICULAR TO THE SOLELY WITH RESPECT TO THIS PROJECT AND THE RESPONSIBLE FOR FILING & OBTAINING BUILDING DEPARTMENT PERMIT & SPECIFICATIONS THAT IN THE JUDGEMENT OF THE CONTRACTOR WILL NOT WHILE BOTH ARE STILL PLASTIC DO NOT POUR COLD JOINTS AS MANUFACTURED BY "WR GRACE CO' OR APPROVED EQUAL FRAMING MEMBERS, ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE FINAL CERTIFICATE OF OCCUPANCY YIELD SATISFACTORY RESULTS IN THE INTENDED APPLICATION, 1 ALL WORK i0 BE DONE IN ACCORDANCE WITH STATE AND LOCAL DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, CONTRACTOR SHALL NOTIFY THE ARCHITECT SAME PRIOR i0 AWARD CODES- CONTRACTOR TO PAY FOR AND OBTAIN ALL PERMITS, 6. INSTALL 5/8' TYPE OC GYPSUM BOARD (FIRE RETARDANT) ON ALL STATUTORY AND OTHER RESERVED RIGHTS INCLUDING 3 NO WORK SHALL BE STARTED UNTIL PLANS HAVE BEEN APPROVED BY OF THE CONSTRUCTION CONTRACT, FOR ARCHITECTS 7 LOCATE VERTICAL CONSTRUCTION JOINTS WHEN REWIRED ECTS DECISION 2, PROVIDE AND INSTALL 6 MIL THICK POLYETHYLENE SHEET INSPECTIONS, ETC WALLS AND CEILINGS IN GARAGE AND MECHANICAL SPACES THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, A THE LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING WTH 12' MINIMUM LAP, WHERE DRAWNGS CALL FOR NEW 2 PROVIDE ALL PLUMBING REQUIRED FOR HOOKUP OF ALL PLUMBING SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE JURISDICTION 22 ANY CONTRACTOR INSTALLING ANY WORK SHALL EXAMINE THE EXISTING 8. NOTES .) THE STRUCTURAL DRAWNGS HE. CONCRETE, STEEL, CONCRETE SLABS OR SCREED COATS. PAINTING USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, W00q EAG) WIFE TAKE PRECEDENT OVER THE CONCRETE NOTES, ETC, FIXTURES AS SHOWN ON PLAN AND ALL APPLIANCES , I KITCHEN 4 CONTRACTOR SHALL FILE CERTIFICATE OF WORKMEN'S COMPENSATION CONDITIONS INCLUDING ANY NEW WORK ALREADY INSTALLED IN PLACE, ON THE ARCHITECTURAL DRAWNGS INSULATION INCLUDING ISLAND SINK, ICE MAKER TO REFRIGERATOR, INSTANT HOT, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION PRIOR TO COMMENCING HS INSTALLATION COMMENCEMENT OF HS DISHWASHER, ETC 1 ALL WALLS AND CEILINGS R I E PREPARED FOR SEMI-GLOSS PAINT, OF THIS PROJECT BY OR FOR OTHERS. AND DISABILITY CERTIFICATE WTH BUILDNG DEPARTMENT BEFORE INSTALLATION SHALL BE CONSTRUED TO (WEAN ACCEPTANCE BY SUCH 9 FINISH CONCRETE SURFACE TO A RELATIVELY UNIFORM PLANE UNLESS OTHERWISE NOTED OR DIRECTED BY OWNER. STARTING WORK. CONTRACTOR OF THE CONDITION OF THE SUBSTRATE AS PROPER AND 1, PROVIDE THE APPLICABLE BUILDING INSULATION WHERE SHOWN ADEQUATE FOR THE INSTALLATION OF HIS OWN WORK. ON THE DRAWNGS OR OTHERWISE NEEDED TO ACHENE THE DEGREE 3 PLUMBING FIXTURES - SEE SCHEDULES AND/OR ALLOWANCES, Z PRIMING - 10 PROVIDE 7/4' PREMOLDED FILLER WHERE SLABS BUTT INTO WALLS INCLUDE INSTALLATION W BID NOTE - BATH ACCESSORIES.5 CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND OF INSULATION REQUIRED UNDER PERTINENT REGULATIONS A) LATEX QUICKLY DRY PRIME SEAL 201 ON PLASTER APD/OR DRYWALL PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 23 IF, IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WIHICH 11 ALL STEPPED FOOTINGS SHALL NOT EXCEED 30 DEGREES OF GOVERNMENTAL AGENCIES HAVING JURISDICTION INSULATION TOWEL BARS, ETC, TO BE INCLUDED IN INSTALLATION. Bl ALKYD PRIMER SEALER 100 ON NEW WOOD BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT.CONSTRUCTION ACCORDING TO DIFFERS FROM THAT AS INDICATED ON THE PLANS, THE CONTRACTOR IS TO BE INSTALLED WTH VAPOR BARRIER ON WNTER-WARM SDE. (SEE ALLOWANCES AND/ OR DRAWINGS FOR SPECIFICATIONS). APPLICABLE CODES, STANDARDS AND COOD CONSTRUCTION PRACTICE SHALL STOP ALL RELATED WORK AND NOTIFY THE ARCHITECT SHOULD HE 12. PROVIDE MINIMUM 24' AND INSULATION HORIZONTAL OR VERTICAL 3. A PRIME COAT AND TWO FINISH COATS OF PRIM" SHOULD BE APPLIED FAIL TO FOLLOW THESE PROCEDURES AND CONTINUE WTH THE WORK, HE AT NEW SLAB PERIMETER AND FOUNDATION WALL (MIN R-10) 2 CONTRACTOR SHALL FURNISH AND INSTALL ALL BLANKET TYPE 4 ALL WATER CLOSETS, SINKS, TUBS, AND TIAL C CONTROLS 6 ONLY WRITTEN DIMENSIONS AND INTENT R SCALED DIMENSIONS FROM SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. INSULATING BATTS IN NEW WALLS, FLOORS, AND CEILINGS. WILL BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 4 EGGSHELL, FLAT AND/OR SEMI-GLOSS FINISH (TO BE DETERMINED(, LATEX ARCHITECTURAL DRAWNG WILL BE RECI IGNIZED AS VALID IF THERE 13. ALL MUD SILLS TO BE PRESSURE TREATED LUMBER, WOLMANIZED ALL BATTS SHALL BE OWENS CORING FIBERGLASS OR PAINT TO BE OF BENJAMIN MOORE OR AN APPROVED EQUAL. ARE ANY MISSING DIMENSIONS CONTACT THE ARCHITECT FOROR EQUAL. TREATED WOOD SILLS SHALL BE ANCHORED WTH 1/2' EQUAL WTH FOIL FACE VAPOR BARRIER WRAPPING N INSTALL 5. ROOF LEADERS SHALL BE MOF 3' DIAMETER LEADERS SHALL DIMENSION PRIOR TO PROCEEDING WTH :YORK 24 WHEN 'APPROVED EQUAL', 'EQUAL TO', OR OTHER GENERAL QUALIFYNG DIAMETER STEEL BOLTS HOOKED TYPE e' MINIMUM EMBEDMENT, 6'-0' ON FULL THICK IN WALLS AND AS REQUIRED IN CELINGS STAPLED TERMINATE ON SPLASH BLOCKS OR CONNECT TO SANITARY SYSTEM S. REMOVE REMOVABLE ITEMS WHICH ARE NOT TO BE PAINTED, OR TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND APPROVAL CENTER, MIN T-0' FROM ALL CORNERS SO THAT THE VAPOR FACES THE INTERIOR OF THE BUILDING PROVIDE SURFACE APPLIED PROTECTION OR COVERING PRIOR TO BEGINNING 7 CLEAN UP - EACH TRADE SHALL DO ILL CLEALLNG OF ITS OWN WORK BY THE ARCHITECT PRIOR TO ANY PURCHASE OR INSTALLATION 6. PLUMBING CONTRACTOR TO PROVIDE HOSE BBS IN REQUIRED OR PAINTING AND ALL OTHER TRADES WHERE SUCH `,YORK IS SnILED DUE TO ITS25 THE WORD 'PROVIDE' SHALL MEAN TO FURNISH AND INSTALL ALL 15 SLABS, WHERE EXPOSED, ARE TO HAVE STEEL TROWELED 3 ALL HOT AND COLD WAI ER PIPES TO BE WRAPPED WTH PIPE APPROPRIATE LOCATIONS CONSULT W/ OWNER FOR EXACT OUANRITY, MONOLITHIC FINISH TO PROVIDE DENSE, HARD POLISHED SURFACE AND TYPE, AND LOCATION OR SEE DRAWINGS 6. SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE AND MUST BE OPERATION THE GENERAL CONRACTOR , IS EEGENER BLE FOR SUPERVISION INSULATION TUBES OF CLEAN UP BY HIS SUBCONTRACTOR', THE GENERAL CONTRACTOR IS MATERIALS NECESSARY TO COMPLETE WORK IN ACCORDANCE WTH TO BE SEALED WTH ANTI-DUSTING SEALER OR EQUAL FILLED, PATCHED AND SANDED SMOOTH OR BE REDONE I RESPONSIBLE TO LEAVE THE PROJECT 111 A BROOM CLEAN CONDITION ACCEPTED CONSTRUCTION STANDARDS AND MANUFACTURERS 4. ALL INTERNAL ROOF LEADERS AND PLUMBING WASTE LINES 7 PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AN ADEQUATELY RECOMMENDATIONS. S CRAWL SPACES T'E) BE MOISTURE SEALED WITH A 2' CONCRETE SHALL BE WRAPPED TIGHT WTH FIBERGLASS INSULATION SIZED LEAD PAN IN SHOWER LEAD PAN TO EXTEND A MIN OF 6' ON 7 CEILING PAINT TO BE FLAT FINISH UNLESS OTHERWISE SPECIFIED. SLAB OVER 4' CRUSHED STONE BASE OVER 6 MIL. POLYETHYLENE ANY VERTICAL SURFACE, INCLUDING COMPLETELY OVER DOOR SILL, 8 CONTRACTOR IS RESPONSIBLE 1=0R S ORAGE 01= MATERIALS AND SHALLANY CONTRACTOR IS TO SUPPLY OWNER, IN WRITING, A WAIVER OF ALL VAPOR BARRIER AND TO EXTEND COMPLETELY UP AND OVER ANY SHOWER SEAT. TILE FINISH ARRANGE WITH OWNER FOR STORAGE l F MATERIALS SO THAT SITE IS ROOFING LIENS FOR HIMSELF AND ALL SUPPLIERS AND SUBCONTRACTORS BEFORE r KEPT ORDERLY AND MATERIALS ARE PR)PERLY PROTECTED AGAINST FINAL PAYMENT IS REQUESTED WHERE DOWNSPOUTS ARE SHOWN HIDDEN WITHIN AN EXTERIOR 8 PROVIDE AND INSTALL PPE INSULATION TUBES ON ALL 1 MARBLE SADDLES WILL BE USED AT TOILET/BATH ENTRANCES W DAMAGE AND THEFT WALL, THE CONTRACTOR IS TO INSURE AN ADEQUATELY SIZED PVC 1 NEW FLAT ROOFS TO RECEIVE FULLY ADHERED EPDM SINGLE PLY RIOT AND COLD WATER PIPES SITE CLEARING CHASE IS SET WTHN THE FOUNDATION WALL SO THAT THE ROOFING SYSTEM ON MECHANICALLY FASTENED ROOF INSULATION Z ALL TLE/MARBLE INTERSECTIONS AND RETURNS SHALL BE AS 9 REMOVAL OF DEBRIS, PROCUREMEIN I OF DUMPS TER AND RELATED DOWNSPOUT CAN EXIT THE BUILDING BELOW GRADE THIS CHASE 15 TO BOARD, GRAVEL TOPPING ON ALL VISIBLE ROOFS PERFECTLY FORMED. ALL CUTTNG AND DRILLING SHALL BE NEATLY DONE WORK SHALL BE THE RESPONSIBILITY OI= THE GENERAL CONTRACTOR 1 CONFRACTOR IS TO CONTACT ALL UTILITIES PRIOR TO COMMENCING BE SElWHILE THE FOUNDATION WALL IS BEING POURED IT WILL BE ELECTRICAL WTHOUT MAPPING TILE. ALL CUT EDGES SHALL BE CAREFULLY GROUND LOCATION OF DUMPSTER SHALL BE BY I.IUI'UAL AEREEMENT BETWEEN OPERATIONS TO DETERMINE LOCATION OF ALL UTILITIES UNACCEPTABLE TO MATCH THE FOUNDATION WALLS AFTER THE 2 CONTRACTOR TO PROVIDE POSITIVE SLOPE DOM TO ROOF DRAIN BY AND JOINTED OWNER AND GENERAL CONTRACTOR CONCRETE IS SET WATERPROOF IN AND AROUND CHASE SHIMMING ROOF SHEATHING REVIEW WTH ARCHITECT BEFORE 1 ALL ELECTRICAL WORK AS PER NATIONAL ELECTRICAL CODES AND 2 PROTECT EXISTING UTILITIES INDICATED OR MADE KNOWN. CONSTRUCTION METHOD OF SHIMMING SHALL PROVIDE FULL BEARING OF LOCAL AUTHORITIES HAVING JURISDICTION AND TO BE FRE 3. NEW TILE/MARBLE FOR TOILET/BATH AREA TO BE INSTALLED AS PER 10. CONTRACTOR IS TO INCLUDE IN HIS PRICE HOOKUPS TO ALL PLUMBING 18 CONCRETE MIX TOI OBTAIN A COMPRESSIVE STRENGTH OF ROOF SHEATHING TO RAFTERS OR ROOF JOISTS UNDERWRITERS APPROVED LATEST SUGGESTED METHOD OF TEE HANDBOOK FOR CERAMIC TLE FIXTURES & APPLIANCES (SINKS, OVEN. IT FRIGERATOR, WASHING MACHINE, 3 PROTECT TREES AND SHEERS, WHERE NDICATED TO REMAIN, BY 3000 PSI AFTER 28 DMYS OF CURING FOR SLABS, FOOTINGS INSTALLATIONi MUD BASE FOR FLOORING MUD BASE/THN SET WALLS ETC) ALL FIXTURES & APPLIANCES TO BE PROVIDED BY GENERAL PROVIDING A FENCE AROUND THE TREE OR SHRUB & FOUNDATION WALLS. 3 INSTALL CANT STRIPS IN ANGLES OF INTERSECTION BETWEEN ROOF 2 CONTRACTOR IS TO INCLUDE IN BE, THE PROPER ELECTRIC SERVICE. CONTRACTOR SPECIFICATIONS PROVIDED BY OWNER DECK AND VERTICAL WALLS AND CURBS AS REQUIRED BY ROOF AS REQUIRED BY THIS RESIDENCE, INCLUDING ALL NEW EOUPMIENT, 4. WOOD STUD PARTITIONS TO RECEIVE MARBLE OR TILE TO BE SPACED 4 CLEAN OUI ROOTS 1' IN DIAMETER AND LARGER TO A DEPTH OF AT 19 ALL FOUNDATION WALLS BELOW GRADE SHALL BE WATERPROOFED MANUFACTURER'S SPECIFICATIONS APPLIANCES, ETC NOTIFY THE ARCHITECT OF WHAT IS NECESSARY ® 12' O.C. W LIEU OF 16' OC 11 CONTRACTOR IS TO COORDINATE AI iD WORK WITH CABINET MAILER IN LEAST IT BELOW THE EXISTING GROUND SURFACE OR SUE-GRADE OF WTH EMULSIFIED ASPHALT TROWEL OR SPRAY APPLIED TO WALLS IF DURING THE BIDDING PERIOD. INSTALLATION OF ALL CABINETS CONTRACTOR TO SUPPLY ELECTRIC NEW GRADED SURFACE, WHICHEVER IS LOWER WATER TABLE IS DETERMINED TO BE MINIMUM 2 FEET BELOW BASEMENT 4 INSTALLATION OF ROOFING TO BE BY QUALIFIED ROOFERS WHO 5 MARBLE T14AT IS INSTALLED ON SHOWER FLOORS IS TO HAVE EITHER AND PLUMBING HOOKUPS TO ALL CABINI_FS AS REQUIRED CONTRACTOR SLAB ELEVATION, BENVONITE OR 60 MIL LIQUID WATERPROOF MEMBRANE UNDERSTAND HOW TO ACHIEVE A WATERTIGHT ROOFING & 3 PROVIDE GFI OUTLETS AT ALL WET LOCATIONS (BATHS, KITCHEN, RIBBED OR HONED FINISH. TO WRE BUILT-INS AS REQUIRED AND CLORDINATE WRING WITH 5 GENERAL CONTRACTOR TO CHECK WITH AND MAKE ARRANGEMENTS AS MFR BY 'KOCH MMTERIALS, CO" OR EQUAL SHALL BE USED FLASHING SYSTEM WTH THE CONDITIONS INDICATED ON OWES LAUNDRY ROOM, ETC). PROVIDE WATERPROOF GFT OUTLETS AT ALL ELECTRICIAN AND CABINET MAKER WTH OWNER TO REMOVE AND RELOCATE SELECTED SHRUBS OWNER THICKNESS OF CELLAR SLAB IS TO BE VERIFIED WTH ARCHITECT, AND AS WELL AS THE EXISTING CONDITIONS PERTAINING TO THE PROJECT EXTERIOR LOCATIONS. 6 TILE AT ELECTRIC OUTLETS, PLUMBING PIPES, FIXTURES & FITTINGS SHALL PAY FOR SHRUB REMOVAL WATER STOPS ARE TO BE INSTALLED AT ALL CONCRETE JOINTS IN ALL SHALL FIT CLOSELY, SO THAT PLATES, COLLARS OR COVERINGS WILL 12. ALTERNATES - IF THE CONTRACTOR FEELS THAT AN ALTERNATE CASES WHERE WATERI TABLE IS HIGHER CONTRACTOR SHALL VERIFY 5 ALL ROOF SEALANTS TO BE COMPATIBLE WTH ROOF MATERIALS BEING 4 DUPLEX OUTLETS SHALL BE SPACED AT DISTANCES AS PER CODE, OVERLAP THE TILE. NO SPLIT TILE WILL BE PERMITTED, EXCEPT IN THOSE MATERIAL OR METHOD WOULD RESULT IU A TIME OR COST SAVING, HE SITE SHORING WATER TABLE LOCATIION IN THE FIELD. USED. LOCATIONS WHERE PIPES OR TRIM MAKE CUTTING NECESSARY SHOULD SUBMIT SPECIFICATIONS AND CPIALOGUE CUTS TO THE 1 CONTRACTOR TO PROVIDE AND INSTALL A SHORING SYSTEM AS 5 DIMMER SWITCHES AND REGULAR SWTCHES TO BE 'DECORA' SERIES ARCHITECT FOR HIS APPROVAL BEFORE PROCEEDING WTH ANY REQUIRED WHICH WILL SAFELY AND ADEQUATELY PREVENT COLLAPSE OF WOOD - ROUGH CARPENTRY ROOF VENTING UNLESS OTHERWISE DIRECTED BY OWNER OR BY THE ARCHTECT. CUSTOM CABINETRY & MILLWORK _ ITEM SPECIFIED SUBSTITUTIONS MUST DE L LIKE QUALITY TO THE ADJACENT MATERIALS AND WHICH WL PERMIT CONSTRUCTION OF THE 1 PROVIDE RIDGE VENTS ON NEW ROOF RIDGE LINES AS INDICATED ITEM SPECIFIED AND WILL BE ALLOWED ONLY WTH WORK OF THE ARRANGEMENT SHOWN ON THE DRAWINGS 1 ALL FRAMING SHALL BE A3 PER NEW YORK STATE BUILDING CODE 6. PROVIDE ELECTRICAL HOOKUP AS REQUIRED FOR SAUNA, 1 CONTRACTOR IS RESPONSIBLE FOR Y DIS MEASUREMENT AND ON DINGS IN CONJUNCTIOI+ WITH VENTED SOFFITS PROVIDE PROPER VERIFICATION 0'r ALL DIMENSIONS ANY DISCREPANCIES OR ADJUSTMENTS THE APPROVAL OF ARCHITECT JOISTS, BEAMS, RAFTERS, AND STRUCTURAL LUMBER TO BE JACUZZI ENT, HOT TUB, ETC OPENINGS WTHIN SKYLIGHT FRAMES TO ALLOW FOR PROPER VENTILATION 2 SECURE ALL NEEDED APPROVALS, INCDIUING THOSE OF GOVERNMENTAL DOUGLAS FIR WITH MN 1400 PSI FIBER STRESS W BENDING WTH A SHOULD BE EF.I D VERIFIED BEFORE FABRICATION CONTRACTOR TO DETERMINE 13 GENERAL CONTRACTOR TO COORDINATE WTH OWNER AGENCIES HAVING JURISDICTION AND OF ADJACENT PROPERTY OWNERS IF MODULUS OF ELASTICITY OF 15 MILLION PSI 2- ALL ROOF AREAS TO BF ADEQUATELY VENTED TO GUARD AGAINST 7 PROVIDE ELECTRIC HOOKUP FOR ALL NEW APPLIANCES. WHAT FELD ,FONTS ARE REQUIRED IN SHOP ASSEMBLED UNITS DUE TO INTERCOM/TELEPHONE INSTALLATION FOR EXACT LACATION OF REQURED, AT NO ADDITIONAL COST TD THE OWNER CONDENSATION BUILD-UP dN ROOF PLENUMS. ACCESS U41TAIIONS OF THE SULTAN LOCATION. EQUIPMENT AND WRING. WALLS ARE HE I TO BE CLOSED UNTIL 2 INTERIOR PARTITIONS TO BE 2- X F AND EXTERIOR WALLS SHALL BE 8 FURNISH ALL REQUIRED UNDERWRITERS CERTIFICATES, TELEPHONE/INTERCOM INSTALLATION IS COMPLETE SITE GRADING AND DRAINAGE 2'X 6' NOMINAL DMENSION o 16' O.C. UNLESS OTHERWISE NOTED ON 3 CONTRACTOR TO INSTALL CONT SOFFIT VENTS WTH INSECT SCREEN Z CABINETRY CONTRACTOR TO VERIFY WTH OWNER ALL OF THE DRAWNGS WHERE INDICATED ON THE DRAWINGS, USE 2' DIA. PLUG VENTS ® 9 PROVIDE EXHAUST FANS IN BATH AREAS W THE EVENT THAT TYPES AND SIZES OF ALL EQUIPMENT BEING BUILT INTO CABNETRY 14, GENERAL CONTRACTOR TO COORDINATE WITH OWNER'S AUDIO/VISUAL 1 WORK INCLUDED TO EXCAVATE, SACKETT, COMPACT, AND GRADE THE SITE48' OC IN FACIA BOARDS, F AND WHERE SOFFITS VENTS ARE NOT THERE ARE NO OPERABLE WINDOWS PRESENT CONTRACTOR TO PROVIDE ACCESS TO ALL EQUIPMENT. CONTRACTOR TO CONTRACTOR EXACT LOCATIONS OF ALI. EQUIPMENT, SPEAKERS, TO THE ELEVATIONS SHOWN ON THE DRAWINGS AND AS NEEDED TO MEET 3 ALL FLOORS TO RECEIVE CARPET, OWNER, ARE TO PREPARED APPLICABLE COORDINATE WTH ARCHITECT PRIOR TO INSTALLATION. COORDINATE WITH ELECTRICAL CONTRACTOR WHEN NECESSARY FOR WRING, ANTENNA WRING AND ANY CONISUIT THAT MAY BE NECESSARY FOR REQUIREMENTS OF THE CONSTRUCTION SHOWN IN THE CONTRACT BY CONTRACTOR WTH A FLUSH, LEVEL F FLOOR WTH PATCHING 10. CONTRACTOR 70 SUPPLY AND INSTALL ELECTRICAL DOOR CHARS, RUNNING OF ALL WIFE THROUGH CABNETRY. FUTURE INSTALLATION WALLS AND FINISHED FLOOR ARE NOT TO BE DONE READY FOR CARPET INSTALLATION 4 PROVIDE ONE WAY TYPE ROOF VENTS WHERE REQUIRED REVIEW WTH (COORDINATE SPECIFICATIONS AND MANUFACTURER WITH OWNER). CLOSED UNTIL AUDIO/VISUAL INSTALLATP TPI IS COMPLETE. DOCUMENTS. GRADING TO BE EXECUTED M A MANNER TO PERMIT PROPER THE ARCHITECT ALL NECESSARY LOCATIONS PRIOR TO INSTALLATION 3 CABINET CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL TRADES, DRAINAGE OF STORM WATER WTHOUT FUNDING 4 ALL ROUND WALLS TO BE 1' PLASTER ON METAL LATH WITH SMOOTH 11 NEW ELECTRICAL SERVICE PANEL, METER, AND MAST TO BE ELECTRICAL, PLUMBING, ETC, AND OBTAIN NECESSARY INFORMATION TO EVEN FINISH FLUSH WTH{ EXISTING WALL FINISHES. ALTERNATE METHODS FLASHING AND SHEET METAL LOCATED IN THE FELD. AS PER UTLITY REQUIREMENTS. ENSURE PROPER INSTALLATION PROCEDURES 15. DISCREPANCIES 2 FILL TO BE COMPACTED, FREE FROM CLAY, ORGANIC MATTER, LOAM, WILL BE ACCEPTABLE UPON APPROVAL FROM ARCHITECT. Al WHEREVER THERE ARE OS , THE OHI BETWEEN THE DRAWNGS OR THE WASTE OR OTHER OBJECTIONAL MATTER 1 WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GLACE IS 12. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR RUNNING EMPTY 4 THE CABINET MAKER IS RESPONSIBLE TO PROVIDE TEMPLATES FOR DRAWNGS AND SPECIFICATIONS, THE COI ITY OR G SHALL CONTRACT FOR. 5 ALL NCE WITH T EUMBER SHALL COMPLY WTH AND BE ERECTED IN PROVIDE AND INSTALL THE BETTER QUA( TTY OR GREATER QUANTITY OF 3 GRADE AREA ADJACENT TO BUILDINGS TO ACHIEVE DRAINAGE ACCORDANCE WITH THE: NATIONAL FOREST PRODUCTS ASSOCIATION'S INDICATED ON THE DRAWNGS, PROVIDE THE HIGHEST QUALITY AND CONDUITS FOR PHONE, SECURITY AND AUDIO SYSTEMS. TEE ABOVE MARBLE/ GRANITE/ MIRROR & GLASS WORK (BY OTHERS) MATERIAL OR WORK CALLED FOR UNLESS OTHERWISE ORDERED IN WRITING AWAY FROM THE STRUCTURES AND TO PREVENT PONDING NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. LATEST GUAGE COMMENSURATE WTH THE REFERENCED STANDARDS TO BE COORDINATED WTH THE ARCHITECT AND OWNER B) WRITTEN DIMENSIONS SHALL GOVERN ')VER SCALED DIMENSIONS EDITION ALL LUMBER SHALL BE GRADE MARKED 4. WHERE WAILS ARE POURED TO GRADE AND DAMPROOFED THE '[ FORM FABRICATE, AND INSTALL SHEET METAL SO AS TO 13 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED 16 OMISSIONS: CONTRACTOR SHALL BACKFILL AGAINST THEM WTH CLEAN EARTH CARE 6. ALL PLYWOOD SHAILL BE GRADE MARKED AND MEET THE STANDARDS ADAQUATELY PROVIDE FOR EXPANSION AND CONTRACTION ELECTRICAL WRING TO HVAC SYSTEM ' THE DRAWNGS AND SPECIFICATIONS ART INTENDED TO COORDINATE SHALL BE TAKEN TO BRACE THE WORK ADEQUATELY TO PREVENT OF AMERICAN PLYWOOD) ASSOCIATION (ARA) IN THE FINISHED WORK 14. SUPPORTS FROM CONSTRUCTION - ANYTHING FOUND ON THE DRAWINGS AN'J NOT MEL ITIONED IN THE DEFORMATION OR COLLAPSE 3 PROVIDE AND INSTALL FLASHING AROUND ALL WINDOWS, AND NEW 7 ALL WALLS (EXTERI(OR) SHALL BE BRACED AGAINST LATERAL LOADS A) FURNISH ALL INSERTS. FISH PLATES, CLP ANGLES, ANCHORS, SPECIFICATIONS, OR VICE VERSA, B AN, ED, NOT EXPRESSLY SED FORTH 5 ALL MATERIAL USED FOR BACKFILL SHALL BE FREE OF DEBRIS BY STRUCTURAL SHEATHING, 18GA STEEL STRAPPING, OR LET IN 1 X 4 OPENINGS FOR SKYLIGHTS, CHIMNEYS, ROOF VALLEY AND EDGES, ETC CHANNELS, ETC AS REQUIRED FOR SUPPORTING BOXES, HANGERS, THOUIN EITHER, BUT SPECIWHICHFICALLY IS REASONABLY (NII FIXE SFIALL I FURNISHED AS AND ORGANIC MATERIAL LARGER THAN 2 INCHES IN DIAMETER, CORNER BRACING 4 ALL EXTERIOR DOOR JAMBS, HEAD AND SILL TO BE WEATHER- AND EQUIPMENT CHARGE SPECIFICALLY SHOWN AND MEP( TONED IN ROTI-I, WITHOUT EXTRA CHARGE LENGTH OR WIDTH 8 DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS (VERIFY( STRIPPED WTH EXTERIOR WEATHERING SYSTEM Bl WHECONSTRUCTION OESNT PERMIT FASTENING OF EOWPMENT, FURNISHWISH ADDITIONAL APPROVED FRAMING 17 GUARANTEE EXCAVATING 5 COAT BACK-SIDE OF FABRICATED SHEET METAL WITH BITUMNOUS N EXCEPT WHERE LONGER GUARANTEE PERIODS ARE SPECIFICALLY 9 JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS. UNDER ALL COATING, WHERE REQURED TO SEPARATE METALS FROM CORROSIVE 15, ELECTRICAL CONTRACTOR IS TO CONTACT AND COORDINATE REQUIRED IN THE SPECIFICATIONS, EACH I ONTRACTOR SHALL GUARANTEE I PERFORM EXCAVATING OF EVERY TYPE OF MATERIAL ENCOUNTERED PARALLEL WALLS AND {PARTITIONS SUBSTRATES INCLUDING CEMENTITIOUS MATERIALS, WOOD OR OTHER INSTALLATION OF CABLE TV WIRES. INSTALLATION IS TO BE ALL WORK PERFORMED AND MATERIALS USED BY HIM UNDER THIS WTHIN THE LIMITS OF THE WORT( TO THE LILIES, GRADES, AND ELEVATIONS ABSORBENT MATERIALS, OR PROVIDE OTHER PERMANENT SEPARATION. PERFORMED IN A TIMELY MANNER WTH RESPECT TO THE OVERALL CONTRACT AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE INDICATED AND SPECIFIED HEREIN. 10. PROVIDE JOIST HAMGERS FOR ALL FLUSH FRAMED CONDITIONS, AS . PROJECT SCHEDULING OF COMPLETION AS EVIDENCED BY THE PPE OF THE FINAL CERTIFICATE MANUFACTURED BY 'SIbtlPSON', TECO', OR EOUAL INSTALL IN ACCORDANCE 6 ALL ROOF DRAINS AND LEADERS TO HAVE REMOVABLE DOME OF PAYMENT 2 INCLUDE EXCAVATION OF ANY MATERIALS THAT ARE UNSATISFACTORY WITH MANUFACTURER'S INSTRUCTIONS TYPE STEADIER ON TOP 16 INSTALL SMOKE DETECTORS SO AS TO COMPLY WTH NEW YORK FOR BEARING OF SLABS AND FOOTINGS AND REPLACEMENT BY STATE UNIFORM FIRE PREVENTION AND BUILDING CODES REFER B) SHOULD ANY DEFECTS DEVELOP IN M'OREMENTIONED WORK WITHIN THE SATISFACTORY MATERIALS AS PART OF THE WORK OF THIS SECTION 11 ALL FLOOR JOINTS SHALL BE BRIDGED AT MIDSPAN OR AT INTERVALS 7 ROOF LEADERS TO BE SIZED FOR DRAINAGE AREA OF ROOF BEING GUARANTEE PERIOD DUE TO FAULTY MA TENAL OR WORKMANSHIP, THE NOT TO EXCEED 6 FEET METAL. SOLID WOOD BLOCKING, OR WOOD DRAINED WITH A MINIMUM LEADER SIZE OF 3' DIAMETER GYPSUM WALL BOARD _ CONTRACTOR SHALL DO, OR CAUSE TO ISE 3. EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL BRIDGING IS ACCEPTABLIE =_=:r DONE, NECESSARY REPAIRS OR CORREC I IVE WORT( WITHOUT EXTRA COST PROVIDE PROPER DRAINAGE AT ALL 1'MES TERMITE CONTROL1 INTERIOR WALLS AND CEILINGS SHALL BE 1/2' GWR, TAPED AND GIVEN �V`EO AMI[ TO THE OWNER THE ENTIRE COST TO B- BORNE BY THE CONTRACTOR THE 12, ALL WOOD SHALL HE SOUND, FLAT, STRAIGHT, WELL SEASONED, \pHAG' d/ REQUIRED REPAIRS AND CORRECTIVE WDIiK SHALL BE COMMENCED WTHIN 4 SHORE AND BRACE EXCAVATION AS REQUIRED WHERE SUITABLE SLOPED THOROUGHLY DRY AND (FREE FROM ALL DEFECFS WARPED OR TESTED THREE COATS SPACKLE, LEFT N POLISHED CONDITION TO BE INSPECTED BY FIVE (5) DAYS AFTER WRITTEN NOTICE IF,., CONTRACTOR BY THE OWNER IF OVERCUT IS NOT POSSIBLE BECAUSE OF SPACE RESTRICTIONS OR WOOD SHALL NOT BE USED I PROVIDE TERMITE SHIELD UNDER ALL PERIMETER SILL PLATES, SET ARCHITECT BEFORE AND AFTER FIRST COAT OF PANT. SEE DRAWINGS FOR THS WORK HAS NOT BEEN COMMENCED WTHIN 5 DAYS, THE OWNER SHALL STABILITY OF THE MATERIALS BEING EXCAVATED IN SILL SEALER ENSURE THAT TERMITE SHIELD IS HOOKED AND THEN LOCATIONS FE; BEDROOM). ALL GWB JOINTS TO BE STAGGERED. ALL q �, ,'.,9 *I' HAVE THE RIGHT TO EMPLOY HIS OWN G' 13 ALL ITEMS OF ROUGH HARDWARE OF EVERY DESCRIPTION INCLUDING TURNED DOWN. EXPOSED JOINTS TO BE TAPED AND COVERED SMOOTH WTH JOINT RRECTIVE MEASURES AND NAILS, SPIKES, SCREWS, (BOLTS, ANCHORS, TIES, EXPANSION SHELDS AND COMPOUND PROVIDE ALL NECESSARY CORNER BEADS, STOPS, EDGE TRIM, U BACK CHARGE GENERAL CONTRACTOR 5 IN EXCAVATING FOR FOOTINGS AND FOUNDATIONS TAKE CARE NOT BE DISTURB BOTTOM OF EXCAVATION BOLTS, AND OTHER ITEMS WHICH ARE REQUIRED TO ASSEMBLE OR SECURE 2. PROVIDE SOIL POISONING TO CONTROL SUBTERRANEAN TERMITES AS CASING BEADS, AND SIMILAR TRIM AS ALL WALLBOARD SURFACES. NEW N THE WORK SHOWN OR SPECIFIED HEREIN SHALL BE FURNISHED AS NEEDED MAY BE NEEDED FOR A COMPLETE & PROPER TREATMENT AND EXISTING SURFACES SHALL HAVE DEPRESSIONS PILLED SMOOTH. OPENINGS 18, BY ENTERING INTO CONTRACT ON TI-IE CONSTRUCTION, THE CON- A) EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST BEFORE AND HOLES PATCHED FLUSH, SPACKLm AND SANDED AND 026890 JO TRACTOR ACCEPTS THE RESPONSIBILITY TO BE KNOWLEDGEABLE AS TO CONCRETE IS PLACED 14 CONTRACTOR TO FURNISH TO OTHER TRADES ALL ANCHORS, BOLTS, 3 CONTRACTOR TO USE COMBINATIONS OF TOXICANTS APPROVED BY OTHERWISE LEFT READY AND ACCEPTABLE FOR PANTING AND) FNSHNG FOF NE`s THE REQUIREMENTS OF THE NEW YORK b TATE CONSTRUCTION CODE AND B) TRIM BOTTOM TO REQUIRED LINES AND GRADES TO LEAVE SOLID WALL PLATES, CORRUGATED WALL PLUGS, NAILING BLOCKS, WOOD, ETC, GOVERNMENTAL AGENCES HAVING JURISDICTION OTHER FEDERAL STATE AND LOCAL ORUiNANCES HAVING JURISDICTION BASE TO RECEIVE CONCRETE MCH ARE REQUIRED FOR THE PROPER FASTENING AND INSTALLATION OF 2 BACK-LIP SHOWER TILE WTH 1/2' 'DUROCK' CEMENT BOARD. THE REQUIREMENTS OF THE FOREGOER CODES AND ORDINANCES SHALL C) EXCAVATE TO DEPTH REQUIRED FOR ADEQUATE SOIL BEARING OTHER ITEMS. DETAILED INSTRUCTIONS WITH SKETCHES, IF NECESSARY. 4 IF SOIL IS DISTURBED AFTER TREATMENT RETREAT DISTURBED AREAS. SUPPLEMENT THE REQUIREMENTS SHOWN ON THE DRAWNGS AND D) FOOTING BOTTOMS ARE TO BE INSPECTED BY BUILDING INSPECTOR SHALL BE GIVEN TO THE OTHER TRADES OF THIS SECTION SHOWING ELSEWHERE IN THE SPECIFICATIONS AND M THE EVENT OF CONFLICT WTH PRIOR TO POURING OF FOOTINGS THE LOCATION AND OTHER DETAILS OF SUCH NAILING DEVICES RINSE BLDG DEPT.RENEW PROECT DATE THE BIFULCO RESIDENCE SCALE AS NOTE) \ DRAVMG TIRE GENERAL NOTES FIENO. 2002-22 ARgiTECTS DRAW NO THE CORE CROUP GN-1 32D GLEN STREET 60 COVE,NY 11542 TELEPHONE 15161 674-8846 FAX( 16)674-6856 I REVISION / MARK DATE ISSUE FOR BLDG DEPT. REVIEW 12/30/02 +� THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE �1 ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING e -- --- _ - THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, - --- _ __ _ -- -- — - - - - SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, R PROVIDE 12',,12'12',,12' 1 - FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS POURED CONC PAD '+ II 8 1 FOP, STEPS PROVE 1 _______ SPEC CA - _ —_ F�__________ ______ ___ _— — _- v REFER i0 MANUF 4 0xN A4UM SPCC. FOR CANT VENT TIOINL — WN O RELOC RAY rr---�___-___-L_---�___--__- 7 �1 - JJJ,,,, � vJ�N[i0i ABOVE 1-. i I ', ., .. �. .. _ � -_ -i - _- 0x16 ALUM ___ _ - i_____-____________ ______.____ - (212x12 CONTIN NAILER -•-_ } - -- `------ -------------- ------- __ ___ ____ O' POURED GONG ---0' POURED CONC '.�� '. : _ __-- --- _ --- '-I FNDT WALL ON 8'x16' I . . FNDT WALL ON 8'x16' L- r- ___--_ - -__IL. .______ { POURED CONIC FTG (21 2x12 CONTIN NAILER POURED CONC FTG 0 I B' POURED CONC ' ' ( 0 FILET WALL ON ° ' j POURED CONC FTG 8x16 ALU NI D - - 1 --i- - _- - - l — - - - VENT l -r-1_ _ A-7 MEWo Ti 0 "I CRAWL SPACE to o NEW (UN-EXCAVATED SOW CRAWL SPACE 0 z PROVIDE 2' POURED T m I p o (EXCAVATED SOILI 0' POURED CONC CONC SLAB OVER n LL w POURED CONC Fix ,°o E IC a FNDT WALL ON 8'x16' E'dCAVATED SOIL - o ' o o -- n a F PROVIDE 2' POURED--> ~ C I- CONC SLAB OVER (21 2 12 CONTIN NAILER w - T EXCAVATED SOIL I ----------------- �--PROVIDE STEPPED z I - 0x10 HLUM �'--'Y PROVIDE STEPPED Imo].--- - - — - — - POURED CONC FTG 1 VH9T _ POURED CONS FTG z ' I MIN 1 ON 2 SLOPE) '� � I I '. IMI 1 019 2 SLOPE] - I ,-- - ----------------------- __M ----- ------- I R4 BARS m .4 BARS @ t_ - - _- '� 12' OC VERT I 12' OC VERT x [21 '[x12 CONTIN NAILEN-------------- (1) _ -___ (11 1 3/4' 11 7/0' MICROLLAM - — — - — - — - -- � 19E LVL (FL HER UPII 8 LOW ----------- q _ C EXIST / EAST OPENING TO ENST POURED COINC -B' POURED CONC 1 REMAIN FOR DRAWL HODT WAI_I OVI 0 FNDT WALL ON 8'x16' SPACE ACCESS 0 POURED TOPIf_ FTG o i ' POURED CON(' FTG 4. ® m I- III VEW _ ` I CRAWL - I� PAS F OPENING Ta - - - NEW SLAB REMAIN FOR CRAW I: SPACE �1f:ess _ ON GRADE w ? -l_' �_ n I BARS C 12' OC VERTP (UN-EXCAVATED SOL) LUST-SIL HER DJST STI HTI H DR EAST FUR IEaal SIL HUH _ - - - - L-�--' L _ 4' POURED WWL CONC SAB 6'x6' W14 W14 WWM ON MIL I I POLY VAPOR BARRIER OVER I EXIST SIL LALLY-1 - -- - y=PRGVIDL STEPPED CRUSHED VIBRATED STOINE BASE 1 4 o GOWMM6 TO REMAIN TTS UP Y EXIT H T POURED CGNC FTC OVER 98'L COMPACTED SOIL jl ST IR (Mu�1 1 orl z SLOPE) I I I 1 1' 1 EXIST CELLAR I I I 8' POURED CONS -� - FNDT WALL ON 8'x16' POURED CONC FTG ___ 1 I _ _ UP I PROVIDE NOTCH FOR < EAST POURED CONC- SO no GARAGE DOOR OPENINGPROVIDE NOTCH S GARAGE DOOR OPENINGS FILET WALL ON 9'-li 2-0' 8- -- POURED CONC TG \ I I Fes_ - -- ----- cb, H "�� 7 r -- FOF NE`s PROPOSED CELLAR/ FOUNDATION PLAN � 1 PHASE BLDG DEPT. REVIEW a-1 SCALE v4' T-0' PROJECT DATE �h. THE BIFULCO RESIDENCE SCALE AS NOTED ORAVJNG NILE PROPOSED FLE NO. CELLAR/ FOUNDATION PLAN 2002-22 ARCHTECTS DRAWING NO INE CORE GROUP A-1 3M GLEN STREET GLEN COVE,NY 11542 TELER-O E (516) 674-8846 FAX(516)674-8856 - - - REVISION / MARK DATE 1{ ISSUE FOR BLDG DEPT, REVIEW 12/30/02 C� I THE DRAWNGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE 2 INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE A_1 SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ARCHITECT'S DRAWINGS, I I SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE / USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION PROVIDE 3-0' A_5 OF THIS PROJECT BY OR FOR OTHERS HIGIi WD RAILING -_ -_ RCUJG 2, IJ 2,12 FOW2 RELOC �w� EAST - - -- [91 9x12 121 2X12 . EAST FBF( RELOC °'BREXIST 2,12 FILOSH HDR 1) 2xlzy�121 2 4 7N 8ANEW WDPOSTWD E( �'I °; ° —+—�9 +6� IdE LL VVD POST rIBN{oT, IR Ill+ll \v _ I — A. I _ � x - �- FAA41Vi RQO�A i _ 1 1 - - - - -� - - 6 f. - - - - - - IIEW IJI3'IOFJ PROVu a 0 1 d—x_ _ _ - -- - HIGH WE RAILING _ _(I HI JA0 FJ w 16 UC -- - ._ ;. I �� c le oc, (D Ill') �' v -- 4'i - 1D = 11 718') o - - - _ ¢ "a EiEBR661T w-s _ < —PROVDE rdLw ZERO NEW DEN/ CLEARANCE GAS EXPANDED _ -= u I MEDIA ROOM 1 FIREiD HRLPLAOE W/ _ EAF-11\1 KITCHEN 1 SIDE VENTING FLUE TO IXTCRIOR 3 - Ntw I Iw WC c N I J L m I Vfl _ 1 6'P.TI N NEW STAIRS DN _ - NEW EA11NG - ---� NEW COMPUTER IWE DST qHi 1 1 11m I, COUNTER ��SHOVJER COUNTERS l 121 2x12 HDR 121 13/4' A 11 7/B' MICROLLAMWD POST v VJC 19E LVL (FILUSH HDR) 11 �� f - t LIQ" 11 tl l/-I' w-s 131 zx4 e e e2 ' NEW - --__ * —--- - N OI m 131 zx4 v . VJD POST O N W STNR UP PROVIDE 5/8' TYPE N N 'X' GYP BD ON EXIST O' _ EXIST u A _ 90 `- ' WALL SEPARATING 1° RATE V' '� o - KITCHEN .. ® SD -PROVIDE 3'-0' CO _ LIVING SPACE 1 li --- -- -- - 'a o < L1 NEW WAIT WD RAILING /q0 !N FROM GARAGE —� N JI I' 1 N — O I N u � MUD ROOM _ LAV N N "' �9 r - 121 24 x80 l21 24' 0 li z 0 NEW TJI 50 FJ VID 12' OC (D - 14') 44% 1 _ LINE OF EXIST ! NEW CL _ NEW IF f 2 I � i BALCONY ABO VE L _ 1 iii NPLACE 3'-0' IGH WO RAILING NEW +15T HDR EAST HDR c y 2-CAR N —:-d.l GARAGE = - c EXIST, 5 Alryl DIN QELLAR ' � Q DIN _� I I I I I - I i I�i° '- -__��-- �+ •� FI PROVIDE S/B' TYPE > 'XGYP RD ON TLG OF GARAGE o o - PROVIDE 3'-U' ' m - --- -- EXIST_ EXIST 3 HIGH WD RAI[ING 1 LIVING ROOM —'-- DIIVIN Roots — _ �EIOORNFOJ —_-- F bIEW J'-0'x0' O' GARAG9'-9'x B'-a' GARAGE DOOR _ _ — _ — _ — _ _ tL12x12 DRP HDR - - 1212x12 DRP HDR- - --- -- -- - Ji UP �R — Ak9l EXIST ----rnC_s) - - -_ ❑III NEW ASPHALT -- - - -�— DRIVEWAY Wi NEW - _ I WALKWAY - EXIST COVERED PORCH El - �PEO ANKA C� 0 026898 J `c OF N PROPOSED FIRST FLOOR PLAN PHASE BLDG DEPT. RENEW A-2 SCALE. 1/4' = 1'-0' PROJECT DATE THE BIFULCO RESIDENCE SCALE AS NOTED DRAWNG TITLE PROPOSED FILE NO FIRST FLOOR PLAN 2002-22 AACHTECTS DRAWNG NO THE CORE CROUP A-2 32D GLEN STREET GLEN COVE, NY 11542 �' TELERHO E (516) 674-8846 FAX 15161 674-8856 4 _ - - - - -- - -- - --- REVISION / MARK DATE ISSUE FOR BLDG DEPT REVIEW 12/30/02 i Y THE DRAWNGS, SPECIFICATIONS AND OTHER DOCUMENTS H PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE _ ARCHTECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ARCHITECT'S DRAWINGS, i --- - - - - - - - - - SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USECOMPLETION FORADDITIONBY THE S oERHORPROdECT ORS ON FOR THER PROJECTS, 1 12 OF THIS PROJECT BY OR FOR OTHERS ___ 121 WG - i H- 2X12 'I f21 2x12 -121 2x17 121 2x �—J i I TUB/ bHOWER i. SLOPE I�r 2 - - P9l 11 WC w GI Io; FR RELOC 2x8 R - SLOPE U U U T IFI o v O REG 2.8 RIDGE Ir w 3 + ILAV NEW __ - - - - NEW d I BEDROOM CiEDR00M b -. I _ p , NEW 2x8 HRlo I6' OC I a '� LEW _x8 Cl Ca 16' U� I OC y NEW 2.ee CJ � 16 v � '� NEW 2.6 CT 101fi' OC — y Fu _ t I I n o sc) NEW 2x6 RR � Is' oc — -�-So ��. NEW 2.6 CJ o IB o o� II I IJ aez80r — " 1 I c .ao- xe a - NEW �U ISEF `" - NEW CLOSE + w IU RIUGF RCARD yLITHEN Q� IIEW- -F 12113/4'x - -- - -- - `\ SHOWER '', IFLUSH HDR E S AI 1$%' FINISHED LAV i 'll II' Unl '3°/ I 1� STORAGE SLOPE I -- NEW e e s• A -� ,r-/ - •'r a`I a EAST_ - LL -m MASTER , z _ - BAT I� WC ' o - 'I� w � LXI': I a I I -_- - - EXIST x61. x- v� -- 1 - FIST NEW 2x0 RR w 16' OC �1 - - - �L' I'jEI NEW 2xS 9T ',a lh—OG --- -- - _ ^' E%IST }+`'�/0 3 � I EXIST ]� w I � - V6_ exlsr RIDGE 13D \.rirrt. - EXIST _ _ _ EX___ �S CLOSET � CL L BALCCIdY Q -'- SLOPE -�' SLOPE EXIST I- Ewsr MASTER �_ III BEDROOM � I I � I I wn EXIST 'I x BEDROOM Iii I1 I.- w 12x12 'I --- J --� i � w CZA EXIST - �- - % SLOPE - - SLITPL L - --- EXIST I -- I J ��p ED A0 C?4.,�.1GHA PROPOSED SECOND FLOOR PIAN I � W - "sr ALF 1/4` = 1-0' T 026898 FOF N PHAGE BLDG DEPT REVEW PROJECT DATE THE BIFULCO RESIDENCE SCALE AS NOTED DRAWNG DTTE- PROPOSED FEE NO SECOND FLOOR PLAN 2002-22 ARCHITECTS DRAWING NO TRE CORE GROUP A-3 32D GLEN STREET GLEN COVE, NY 11542 TELEPHaE 6151674-8846 FAX(516) 674-8856 REVISION / MARK DATE ISSUE FOR BLDG. DEPT REVIEW 12/30/02 i 7 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS ; A PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE i INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOP BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPILE PION ----------------- OF THIS PROJECT BY OR FOR OTHERS V. SLOPE RIDGE \ , RIDGE p SLOPE -- _ - - - - _ - - i A-7 - A G I N SLOPE SLOPE i I o > i i i -- -- ----- ----- _ _ - -- __ _ - RIDGE i i i i i d oESST I 9 CHIMNeCHUNJ Y � Y _ _.EDGE i SLOPE SLOPE l I - ------------ C w SLOPE SLOPE � FLASHING NOTES GUTTER NOTE SLOPE SLOPE - /i I PROVIDE ALUM EDGE FLASHING 1 PROVIDE ALUM GUTTERS SLOPE J -I •\ SLOPE MIN 16' FROM EDGE OF ROOFLINE CONNECTED TO ALUM LEADERS __ / 2 PROVIDE ALUM. VALLEY TO TOWN APPROVED STORM WATER DRAINAGE SYSTEM / FLASHING MIN 16' EACH DIRECTION 3 PROVIDE ALUM BASE FLASHING o o �Yb, AT TRANSITION FROM ROOF TO °F VERTICAL SURFACE MIN 16' EACH DIRECTION i HAE( �/)� , ROOF PLAN �, 4 A-4 SCALE. 1/4' = 1'-0' 1 N Qtr i TF OFSN�y� 1 PHASE BLDG.DEPT REVIEW 'r PROJECT DATE THE RIFULCO RESIDENCE SCALE AS NOTED DRAWING TITLE PROPOSED FEE NO ROOF PLAN 2002-22 AACNTECTS DRAWING NO THE CORE CROUP A-4 32D GLEN STREET GLEN COVE, NY 11542 TELEPHONE 616) 674-8846 FAX(515)674-8856 I REVISION / MARK DATE EYETuvb RESIDENCE PROPOSED WORM ISSUE FOR 61_DG DEPT REVIEW_ _ 12/30/02 i E 12 12 r% AA VA w % % \�\ w � / THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS TU I ArF r_ J \ PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE aev � Is'-)o' ` \ / �\\ --- PROVIDE GABLE END \\� / INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE vEN1 To MATCrI EXIST SOLELY WITH RESPECT TO THIS PROJECT AND THE -— Y RIDGE VEPIr ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE -- 12 DOCUMENTS AND SHALL RETAIN ALL COMMONLAW \ LFEEM-S STATUTORY AND OTH E RESERVED RIGHTS INCLUDING t2 WIDOwTHE COPYRIGHT THE ARCHITECT'S DRAWINGS, NEW__._ ( �s SCHEDULE) SPECI® sraaT BE AM USED FBYATHE NOWN R OR OTHERS ONS AND OTHER NOTH RTS APROJLL OECTS, _ - SEC C EDULE -- ELEv 1B'i• FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION — — — — OF THIS PROJECT BY OR FOR OTHERS g _- — - -- -- Fl - — ROOF CONSTRUCTION 1017, 0 2l'I0 PLR _ -- - -- PROVIDE ASPHALT _ _ - - - - _ - - - - _ - REV s'-nr _ -_ -- - - --- - - - _ -- EAST) S (TO MATCH 0 - - - - m EAST) OVER 'iYVEK' - - - _-- _- --- - - --- - BLDG WRAP ON 5/8' --- -- _ -- - - --- - - - - - OSB PLYNdD ON 2x_ RR (SEE PLANS FOR f - -- SIZE 8 SPACING) T TOFF � STC�Am � OT r 5'-fi' EXIST E T EXIST - _ __ �- WALL CONSTRUCTION i - - PROVIDE VINYL SIDING - - (OTO RMATCH EXIST) 'TYVEK' BLDG VJRHP ON 1/2' OSB - _ - - -- - ---- - - - PLYWJD SHEATHING 1 UJ 1� IST RR o ON 2X6 WD STUDS D� W/ 1/2' GYP BD ON - ----- - _- - - INTERIOR I I ---- -- -- - -- -- - - NEWAUTOMATIC GARAGE BOORS _ - To COLIC SLAB I I I - - F-1----- PROVIDE 8' POURED I ' - - -- - - - --- - --------- CONIC FNDT WALL r,L -- - - - - ------ ------------- -- J ON 16' x8' PC FTG TOT 9-t.CELLAR_ _ _ ____ _ -_ _ _-_. _ - _ _ - - RFv - 0'-,' -PNUVIDE SI EPPED ruURED ;ONC FFG z 1 MAX I (IN 2 SLOPE) E PROPOSED EAST ELEVATION A-'.; SCALE 1/4' = 1'-0' PRowDB GADLE END VENT TO TO MATCH EXIST - 12 - 12 EAST ROOF LINE -- BEYOND q9 PROVIDE CABLE END ------------ VENT TO MATCH EAST _ _ - _ TO PLH' Y-ID'E I RIDGE VENT _ --- _-___ - -_-_ -_ __ _ _ ELEV I 12 - I/ - - - - - _ E\]E� BO CLG �s STORAGE - - -- - - - -� - -_ I2 NEW WINDOW (SEE SCHEDULE) w/ ELC-VIli __ --_— -_-_ _- - \\\ - ROOF CONSTRUCTION / \ - __ _ - - - ___ _- - _- - - -_ -- -_ _ ___ ._ 12 1: PROVIDE ASf'I-)ALF _ SHIMGI S (10 MADCH _ _ _ LL - - - _ _ - - - - - - - - __ ELEVF vv0 FLR rwSl ) OVER 'TYVBc _ BDG WRAP Obl 5/8' aSB RITT0 ON 7:- RR ISLF PLANS FOP -- SILL 8 SPACINCJ ._ -_ - _\ -- - FOFF a SrORAGE _ - -- _ - - - — / / �FpE®/E4v`C - - ��J' WALL GOVINYL I ING _X_ - - - - - _ _ _ _ -01 w �/ EAST RELOCATED DDDR �XA) CI CV 5'-6' 7 m � PROVIDE VINYL SIDING (TO MATCH EAST) - - - - N OVER 'TVVEIC BLDG --- - --- - - - - _ - - -- - II - - --- - - - - -- )SEE SCHEDULE) WISAP ON 1/2' OSB - _ - - - - - - - - - - - - -- - _- - -- PLYWD SHEATHING _ - - ws _ _ - -- _-_ - _- `/w-�s --- - --- - -- - ---- - - - -SHF 02589e ON 2XG WE STUDS _ -- W/ R-19 BAT[ INSUL - - - - _-_ - - -_- - -_ __ _ _ p!p L-- _ - - _ l - _- - _ - _ __ _ _ _ -- _ TOFF.e IST RR O'F N�Vv 16' OC W/ 1/2' -__-_ - - __- - - - - - __--- - _- - __ - ELEV .0'-0' GYP BD ON INTERIOR - - ---- --- - --- -- - - �- - - - TOF LOWS RLEVEL NEW WINDOW - —-- - - - --- - ----- - - � �__— - - ___- ---I--- - - __ PHASE BLDG DEPT REVIEW (SEE SCHEDULE1II .__ I-: J i NEW W000 STEPS W/ 3'-0' HIGH RAILING PROJECT DATE TOFF LOWER LEVEL -� ELEV <' <' - - - - - I' � THE BIFULCO RESIDENCE I I I II NEW DOOR (SEECAST RELOCATED II PROVIDE 8' POURED ----� SCHEDULE WINDOWS (SES SCHEDULE) SCALE CONIC FLIOT WALL II ON 16' xB' PC FTG - I 1 AS NOTED rL --------------------- iP- -- - - -- -- --- - - - --- - ----------------------L----------- -�� DRAWING TITLE ' ---- ------------ PROPOSED LANG. ! _______ ._ __ ...____ __ ________ _ r__,______ _____ _________ r__, EXTERIOR ELEVATIONS PROVIDE STEPPED --�I - - - - - J— L _ _ _ TOFF 0 CELLAR POURED CONIC FTG I___1 - - -- - ---- --- - ------ - - __ - -___________ _ _ _ . ___________ Li FlFl/ - 9-4- 2002-22 (MAX ION 2 SLOPE) `-I - -- - - - --- - --- - - - -� ARCHTECTS DRAWNG NO ' 2 PROPOSED WEST ELEVATION INECOREGROUP A-5 A-5 SCALE 1/4' V-0' 32D GLEN STREET GLEN COVE, NY 11542 - TELEPHONE (516) 674-BB46 FAX (516) 674-8856 a f REVISION / MARK DATE ISSUE FOR BLDG DEPT, REVIEW 12/30/02 F 12 �\ . _Z 12 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE TO ELATE _ INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE Ir-I0' ` SOLELY WITH RESPECT TO THIS PROJECT AND THE eLev - - - - - - --- - _ -- _ --- -- - -_� -- - ARCHITECT SHALL BE DEEMED THE ALL F LAW _ _ __ - - _ __ _ _ --- DOCUMENTS AN SHALL RETAIN LL OMOON STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, j /� / _- -_ __ _ - - - - - 3 - - - - - - - - - --- - - - - - - - - --- SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE 00 cLG ao SPYV - USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS ROOF CONS muc TION b 8 - _ - -- - - - - - --- - PROVIDE ASPHALT -� TOFF m 2PIO FLR — . - _ --_ _ _--_ SHINGLES (TO MATCH CERN � 9'-ID' PaIST I OVER 'TYVF_IC i — dL1)G WRAP GI'1 5/8' _ -�- _ - - - - - - -- -- OSO PLYWD ON 2+_ SIZE a SPACING) , V OFF -- 1 - STORAGE RN 5 6 - f-- WALL CONSTRUCTION ----- -- -- --- - - - - -- ---- ---- PROVIDE VINYL SIDING EAST _ _ _ _ - - __ _ - (TO MATCH ENSTI OVER 'TYVEK' BLDG WRAP ON 1/2' OSB PLYWD SHEATHING _F ¢ FUR INSUL _ _ - \� _ ON 2X6 WD. ST TOFISf _ _ _ _ _ _ _ _ _ _ _ _ _ _ --- _. _ _ _ - W/ R-19 BATT ELEV . o'-p' @1 GYP CWl 12' ION INTERIOR T - - - - - --- --- _-- —_-- - ------ NEW WINDOW )SEE SCHEDULE) - _ _ _ _ - -- _ _ _ TOFF e L0'NHi LEVEL CiFV - A'-A' ku j I C = PROVIDE 8' POURED CONE FNDT WALL f - ---------------- ON 15' A' PC FTG ) I---------------------- ----. ...._----_--- -----.-------------- ---__- _ -- ------ - ----------------- TOFF CELLAR L ELEV 9-q' ------ B- I I _ - - ---------------- _ PROPOSED NORTH ELEVATION A-6 SCALE 1/4' = T-O' r—�- -- - EXIST CHIMIA FLUE _- _ . EXIST 6A61 1 END VENT 12 12 IP HOOF cawsrRucno)v PROVIDE ASPHALT -- ...- - - ---- - — - _--- -- - ;I(INGLES (rL MAT H -- - X ENST I OVER 'T'VEK' . BLDG WRAP UPI 5/8' ----- USB PLYWD ON 2+' _ - - TO PLATE RR (SEE PLANS FOR - - - SIZE & SPACING] NEW WINDOW ----- - - - -� ' -- - -- -- T (SEE SCHEDULE) - - -- - - - W_a - 12 8 _ _ _ TOFF 0 2ND FIA - - - - _ _ _ _ NEW SIDEWALL VENT FOR NEW GASIlllllllllulll FIREPLACE - -- - ---- - - -- - - - NEwvmNDow (SEE SCHEDULE) — - - -- - - - -- �G, y1pTGHA C h'/J, WALL CONSTRUCTION I PROVIDE VINYL SIDING - - - -- - w-I -- _ -- _ (w-I (fO MAI CH EMS F) - - - --- -- - - -- -- _ - - _--- EAST EXSf OVER 'TYVEK' BLDG -- -- -- -- - -- -- -- - --- �, WRAP ON 1/2' OSB - PLYWD SHEA MING _ ON ?X6 WD STUDS W/ R-19 BATT INSUL __ —_. .. __ _- _ _ _— _ _ _ _ - @ 16' OC W/ 1/2' - ---- --- - - - --- - - ELEV � 0-p GYP I UPI INTERIOR ® 1 _ FBASC BLDG DEPT REVIEW NEW WOOD STEPS W/ _ - - PROJECT DATE s'-O' rr�GH RATING THE BIFULCO RESIDENCE I PROVIDE SE POURED - PRnpuSEu W(IPb LE1�I1rIo HLSIDHdO E x OONC FNDT WALL I ' R IG 's' Pc FTG AS NOTED FL- . . _ DRAWING TITLE -I FILE NO. PROPOSED r_ L-- EXTERIOR ELEVATIONS _ ___ - _ --_ —_- - --_ _ _-� - T � __ ', TOFF � CELLPR _ � , I - _ - _ _ _ - 00 -22 LV PRULEDUVIDIF STEPPED 1 L PouREo coNc r-rc _ ARCHITECTSADR )MNG N0. (MAX 1 ON 2 'SLOPE) PROPOSED SOUTH ELEVATION THE CORE GROUP A 6 32D GLEN STREET GLEN COVE, NY 11542 TELEPHONE (516) 674-8846 FAX 15161 674-8856 T, REVISION / MARK DATE ISSUE FOR BLDG DEPT REVIEW 12/30/02 12 1z % _ _— EkIST HOOF LINE - - --�-> -- - ROOF CONSTRUCTION BEYOND PROVIDE ASPHALT - SHINGLES (TO MATCH PROVIDE R-19 BATT- EAST) OVER TYVEK' INSUL CLGS )TVP -- _ - - - BLDG WRAP ON 5/8' OSB PLYWD, ON 2x_ THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS RR (SEE PLANS FOR -- ---`LJIt SIZE & SPACING) PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE _ - _ - _ _ _ i0 PLATE 'J+'V 'vb'T"r4 SOLELY WITH RESPECT TO THIS PROJECT AND THE TO T Ir-1° ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE z 12 DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, _ STATUTORY AND OTHER RESERVED RIGHTS INCLUDING 1 — _ _ -= _� THE COPYRIGHT THE ARCHITECT'S DRAWINGS, _ 80 CLG V STORAGE _ jTT='+t ;1"r�v1 ;Y<'vy`r v 1�ri �r _ _ _ — _ NEW - RELO 1� SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE BEDROOM BATH BEDROOM USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION . F _ --, . _ _ - - �-, — _ - OF THIS PROJECT BY OR FOR OTHERS\ � ,z �F NEW __ 1I TOFF ¢ 2PD Rfl STORAGE PROVIDE A 1 BATT / — INSUL @CLGS ITYPI __ WALL CONSTRU TION p _ I PROVIDE VINYL SIDING roFF �srORAOF .— ��----- --- J -- — -----" II _ _ CTO MATCH EAST) ¢Ev . s-s � .n,, h1 ' � OVER 'TYVEK' BL➢0 CXPA14DED N�1 WRAP ON 1/2' OSB CAT N - FAMILY PLYWD. SHEATHING KITCHEN = ON 2x6 WD STUDS _ - FLOOR COPIS fRUCTIOf9 - - - Room i � WAR-19 BATT INSUL @ 16' OC W/ 1/2' TJ FJ (SEE PLANS FOR SIZE 8 GYP- - PLYWD --- -- - BD ON INTERIOR _ sPACWGI w/ s/a' cDx - SUBFLOOR (GLUE & SCREWED TO F. I P BRIDGING - = 1 PROVIDE MTL ul IG ' New _ _ NEW uu�l, _ _ - -, .-, I I I I I I BEDROOM MEDIA ROOM1 - THIRD POINTS OR NOT 1 L n - - �r r-E Ir - - -" - —� TOFF m lsr FLR L� I III III r EXCEED B-0' ELEV p•-p' - — - - — TOFF 0 LOWER LEVEL PRGVL)F. N-30 GATT ! ____ —PROVIDE R-30 Barr -' � ' �• - - - - -- - F - �� EL[v _ I'-G. PROVIDE P tINET RIGID INSUL U P RI _ - "' S TEF ''I ABOVE CRAW UEPROV@ 2E I CER AM - (J��V INSUL C 2' 0- FLOTHS 101 RIGID - INSUL " _LOHS V ^, L _ S - ABOVE fT(F1 I'r,1VL FIJOT WAIL I TOFF w LCIWEH LNPL SPACE ITYPI F9DT WALLS SPACE II tl ELEV GRADE 1� PE i wa1F J HIXT =II, - 1 CRAWL L SPACE 'i -_ ., GROU L 4n ;_IPI GROUIVL 6' POURED COLIC FNDT WALL - 3 ON EEX16' POURED CONC FTG 511N 11 1111I (SEE TVP DTL FOR RENE) PROVIDE 2' POURED ' GONG SLAB ON F- Y_-1—'i GROUND � - -J -� _ — _ _— _ _ J\ TOFF ® CELLAR _� FTG - 9'-4' SECTION @ WEST ELEVATION) A-7 SCALE 1/4' 12 NN 6 12 12 7 % \\\-- — --- ROOF CONSTRUCTION \ PROVIDE ASPHALT _ -e-12 SHINGLES (TO MATCH \ --- "— - 12 EAST) OVER 'TYVEK' BLDG WRAP ON 5/8' i _ TO PL Ev 711 f OSB PLYWD ON FL7117 10 �— - -- - - - - -- - - --'/�; - - - -- - -- - � - -- � - _--- -_ RR FOR(SEC PLANS FOR i SIZE & SPACING) / // NEW WNDOW (SEE SCHEDULE) AS BO CLO ® STORAGE [[L]1Xb [qEXI9Tj[] J!1 _ - ELEV12 2x6 WO STUD WALL--- FCFF s 9MJ Fw Lf�r f'� _ —_ 12 aEv :91-+v - - - - _ —__ _�` - _ i NEW _ 2 121 V,6 CCA TREATED WD SILL 121 m5 BARS FOP — 12 F / CONTINUOUS c • -- FINISH[ -I -W'— TERMITE SHIELD & SILL SEALER \ �— -- _ {�y STORAGE -- SECURED f0 FNDT WALL W/ S/8' --_ z EL—FV TO FIN FLR C -- -' - - __— _ = - DIA ANCHOR BOLTS @ 6'-0' OC T/ ❑ \ NEW WINDOW MAK 12' FROM CORNERS (MIN 2 II / ++' 'L PROVIDE R-19 BATT—` \�\, (SEE SCHEDULE) _ INSUL @CLGS fTYPI �� - PER GLLI n/2' CUR I�F� ( —FJ (SEE PLANS) 1 TOFF ® SrORAGE EDA R 5 -- -� ---CRAWL SPACE I C;._ 1 --- `�•'i` ti+J''hM�Mayhy�:r ,,. --- - aN . s-s F HA �C NEW MUD .r ELEV , o'-o' O L ROOM W-4 !u 1.r1G1 1 7/2CLR. 1 1/2' CLR. 2' POURED COLIC �I, 111-SSf EAST _ r ° =', SLAB ON GROUND NEW DEN/ WALL CONSTRUCTION '( $ MEDIA ROOMI PROVIDE VINYL SIDING _ TO COLIC SLAB _ C' (TO MATCH EXIST) J. Q ELEV TOFF )SIT FLR OVER 'TYVEK' BLDG "S O�S�b9g 8 - ELEV p'-p' FLOOR CONSTflUCTIOPV \ 1� TJI FJ (SEE PLANS FOR SIZE 8 .$r WRAP ON 1/2' OSB . X• PLYNN SHEATHING PREMOLDED FILLER — - - - - SPACING) ( UE SC EWE D ON 2X6 61D STUDS AT PERIMETER 1 SUBFLOOR (GLUE 8 SCREWED �� W/ R-19 BATT NSUL. TO FJ) PROVIDE MTL. BRIDGING \�� @ 16' OC, W/ 1/2' <— 8' POURED CONIC FNDT PROVIDE R-30 BATT @ THIRD POINTS OR NIOT TO \ GYP BD ON INTERIOR PHASE BLDG DEPT REVIEW WALL ON 8' x 16' POURED INSUL @ FLOORS EXCEED S'-0' ¢ COLIC KEYED FTG1 ABOVE CRAWL \ PROJECT _ rOFF.0 LOIP LEVEL DATE - -�-- - --- _ --- SPACE ITYPI y�/y`- 7�, JJ _ ELEV 4'-4' _ To , - r-rG "- ___ ^ THE BIFULCO RESIDENCE ELEV. - 3'-p' m � - - --- CRAW). SPACE SO CONIC FTGs SCALE _ - PROVIDE 8' POURED AS NOTED C ELEV - 3'-8' T f31 +r5 BARS BOTTOM � � - ' � �_ ---7 - CONG FNDT WALL 3' CLEAR _ _ __ _ . 1 - BONG WL CONTINUOUS i 1' J TOFF e CELLAR _ _____ T- F--- ------ ----------- -----J ON 16' x8' P.C. FTG aEv - °'-a' r`__ _ __ ___ - ___-.____ --r__� PROVIDE 2' POURE PROPOSED D FlLE NO _ -- CDPVC SLAB ON BUILDING SECTIONS 2002-22 _ _ 3 DETAIL @ TYP FOUNDATION WALL GROUND A-7 SCALE .7/A' = 1'-0' @CRAWL SPACE SECTION @ NORTH ELEVATION ARCHTECrs DRAWNG NO 2SCALE L14' THECORECROUP A-7 820 GLEN STREET GLEN COVE, NY 11542 TELEPHONE (516) 674-8846 FAX (516) 674-8856