Loading...
HomeMy WebLinkAbout27468-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28267 Date: 03/12/02 THIS CERTIFIES that the building ADDITIONS & ALTERATION Location of Property: 1160 SECOND ST NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 7 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 6, 2001 pursuant to which Building Permit No. 27468-Z dated JULY 11, 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 ADDITIONS AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to STEPHEN & CHERYL BONDARCHUK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 584753 02/05/02 PLUMBERS CERTIFICATION DATED 02/22/02 PERFECTION PLUMBING i thor' ed 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. 27468 Z Date JULY 11, 2001 Permission is hereby granted to: JOHN R VICTORIA �bw(D8 C4-hk , PO BOX 1086 MATTITUCK,NY 11952 for NEW CONSTRUCTION OF AN ADDITION AND ALTERTATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 1160 SECOND ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0007 Lot No. 024 pursuant to application dated APRIL 6, 2001 and approved by the Building Inspector. Fee $ 288 . 00 uthorized Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 L_ APPLICATION FOR CERTIFICATE OF OCC ANCY -rte --� =•4...11 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%lea(ificate 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a ce 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: 4.. 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.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. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00��jj Date. 9 ` , d New Construction: Old or Pre-existing Building: I (check one) Location of Properly: oS o -1 e, C,� ` House No. giieet Hamlet Owner or Owners of Property: S ki''1 0- V O rja(C ktk Suffolk CountyTax.Map No 1000, Section Block Lot o� Subdivision N Filed Map. 14 Lot: Permit No. Date of Permit. 1 161 Applicant: C V - Health Dept.Approval: �11E} Underwriters Approval: fo r A In cnx.t"-,q �' C-bX" Planning Board Approval: Request for: Temporary Certificate Final Certificate:_� (check one) Fee Submitted: $ �J "—, ;Z) c. I S A licant Signature TME NEW 'YQRK SOARD OF FIRE UNDERWRITERS pan 1 1185152 BUREAU OF ELECTRICITY F 40 F04TON STREET, NEW YORK, NY 10038 ,te FEBRUARY 05,2002 Application No. 3335501/01 N 584753 THIS CBRTIFI19S THAT PERMIT . 27468 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of S.& S. BUNDERCHUCK, 1160 2ND STREET, POLE # 6, NEW SUFFOLK:, NY in the following location; M Basement ® lst Fl. ❑ 2nd Fl. GAR/ATTIC/OUi' Section Block Lot was examined on JANUARY 28,2002 qnd found to be in compliance with the National Electrical Code. FIXTURE RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUi RECEPTACLES S�1TfxH ;jOft O THEE AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 41 50 39 35 6 1 1.2 5 F DRYERS FURNAQEMQr FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS SELLUNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OILM.P. !RAA N.F. tISAT. NO, X W.9. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS 2 F 2 - 1 3 600 SERVICE DISCONNECT N� S E R V I C E AMT. AMP. I TYPE .LP.. 1!;W11 0 4W 3 0 4W 30 4W NO.OF CC CON0. A.W.G. NO.OF HI-LEG A.W.G. NO.OF NEUTRALS A.W.G. noll OF CC.COND. OF NIAEO OF NEUTRAL 1 200 CB 1 % 1 2/0 1 2/0 OTHER APPARATUS: PADDLE FAS M-2 }-2 PANELBOARDSs1-6 CIR. 40 G.F.C.It-10 SMOKE DETECTORr-5 REP ELECTRIC LTC.#4727-1 P.O. BO% 635 GENERAL MANAGER MATTITUCK, NY, 11952 11 Per This Cerfl(k Tto Myet Tlgf 09 glhM0 In ony m9nn4r,rolym to the offloo of the 4oard If Incorrect.Inspectors may be idenfifled by their credentials. 1L t Q DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. Town Hall, 53095 Main Road y Fax (516) 765-1823 P. O. Box 1179 Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: p2 Building Permit No. C�- ~� 54-0- p erl 0 ker ( i' �,� � oc(are �►u Owner: `� (please print) Plumber: ip6x- C- 01-. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4 �'�-4 — (Plumbers Signature) Sworn to before me this � 2v It day of (-7 6Xva-cc D_L_ "AWL Expires MarciKh Notary Public, S�FFo�I� County Gom� TOWN OF SOUTHQ„LD� ;iOPERTY RECORD CARD ,_.. OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNER \/'tn� N E ACREAGE �► � l urea *�[,,..a1-t8 . 3 IO r� -FW( ► TYPE OF BUILDING S �T`a ��d� j �t�e� RES,�,10 SEAS. VL FARM COMM. I IND. I CB. ( MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 j-�=V,1 a A fes?co J-- 00 / 76 /„d �o QS-e p 3 Z; 444 � -)LIC �3/-1f i c. or� z71 if c AGE BUILDING CONDITION I NEW NORMAL BELOW ABOVE FRONTAGE ON WATER la Form Acre Value Per Acre Value FRONTAGE ON ROAD/C;7 f -J/, a,,► Vt'c'o ti �' Y4 Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 7F-4 Leah, Woodland 11 1? 3 - C_e S 2,4S C co ✓ l Swampland Brushland 5 L I r4z) G House Piot Total Gam--' �ti►?l►���1 Floors14-el Both 1Interior 416 Heat .► Porch Roof Type FloorPorch Rooms Ist Rooms .. Dormer STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) being duly sworn, deposes and says: That deponent is over the age of 18 years and resides at That on the 4 day of A111 2001 deponent arch itect/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); said plans pertain to property located at SCTM# 1000- o7 — 7 - -�2 4 , street addres5�leld Architect/ flfieer k . Sworn to before me this day of A r 01. f otary plais ANTHONY H. GESUALE Notary No.b01 licGE Mof Now 795 York Qualified in Nassau County cc: Applicant Commission Expire June 26,2000 7 >4 E,F a 21A- BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: ` / ///01 DATE SUBMITTED: ¢/ a /01 APPLICANT NAME: i3 0-44w c#aeA SCTM#--- DISTRICT: 1,000 SECTION: //7 BLOCK: ? LOT: STREET: //GD CITY: /-JC., SKS,r SUBDIV. NAME: PROJECT DESCRIPTION AD AL R N/D: ARCHITECT/ENGINEER: S7-aA,� FAST TRACK: E OR NO SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES OR O NOTES: c LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS OM JAN.1997 100-25.Merger.(A nonconfonning at any time after 7/1/83) ZONING: PERMIT ESTIMATE AMOUNT:-$— 7.SiC .00 PERMIT USE: EXISTING: -4,r4o INTENDED: -! Fb ZONING DISTRICT• 4 80 AC CONFORMING: YES ORO REQUIRED LOT SIZE: t<CK SQFT. WHERE ACTUAL LOT SIZE FROM?TAX CARD s.vwey ACTUAL LOT SIZE: /3;00 SQFT. REQUIRED ^9 REQUIRE 40 REQUIRED IST FOUND:FRONT:—%S 'PROPOSED: 2 SIDE YD: /D '/ ,2�' PROPOSED: 3</ '/V' REAR:36' 'PROPOSED: ' 2ND FOUND:FRONT: ' ACTUAL: SIDE YD: '/ ' ACTUAL: '/ ' REAR: ' ACTUAL: ' LOT COVERAGE: %LOWED; EXISTING: sf % NEW: sf_% TOTAL: sfI CORNER? YES OR WAT ER FRONT? YES oR DESCRIPTION: elo FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: SO FLOOD ZONE:_, AGENCY PERMITS REQUIRED FOR REVIEW INCLUDED IN AP ATION TOWN SPETIC PERMIT: YES o SUFFOLK COUNTY HEALTH DEPT: YES o (BED #): DTE: / / PERMIT#:R10- AP OVALS RE UIRED: NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES o O TOWN ZONING BOARD 126.2%APPROVAL( r N 28A �,( Z-, C. U-�� e cj,S�jJ/� TOWN PLAN. BOARD APPROVAL: S o TOWN HISTORICAL PRE (SPLIA): YES or j NYS ENERGY(YE R NO : ✓ EGRESS: VENT: LIGHT: BUILDING PE ITS,QPEN/EXPIRED: BP -Z/ C/o Z- HAVE PRE CO'S :COIXN BP -Z/C/0 Z- , NOTES: . 104 a / S o e < izS .�, w �` o � d 5< � 7 X 4ZLsx Lo rcrlJ� FEE STRUCTURE: FOUNDATION: •- SF FIRST FLOOR SF SECOND FLR SF INIT OTHER TOTAL TOTAL: /I/S SF FEE FEE FEE FOT( /91S SF)- ( &?<6 SF)= /GYS SF X $.Z21 =$ /2 3 — +$ a +$ _ $ 2 ..--- -ra Town Hall,53095 Main Road Fax(516)765-1823 P.O. Box 1179 coo Telephone(516)765-1802 Southold,New York 11971-0959 Oy BUILDING DEPARTMENT TOWN OF SOUTHOLD Office of the Building Inspector June 8, 2001 Boulevard Planning East, P.C. Mr. Lennert c/o Bondachuck Residence 44 College Place Rockville Center, NY 11570 Dear Mr.Lehnert, Please take notice that in review of your permit application dated April 6, 2001 for Additions to a Single Family Dwelling to the property located at 1160 Second Street, New Suffolk,N.Y. County Tax Map Number 1000 - Section 117 Block 7 Lot 24 The application for the permit is in violation to Town Code 45-9. Part D "Issuance or denial of building permit". The permit can not be processed and written until the following is submitted: 1)Relief granted by Town of Southold Zoning Board of Appeals for lot coverage. 2) Three new sets of certified construction drawings reflecting changes in accordance with NYSBC and Town of Southold. Reduce the lot coverage as required. If there are any questions you can contact us at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. 2BRes ct ly yo Semon Building Inspector CC:file ' 1LD1NO DEPT'. CT,ON M r. AA T;Nik' iST [ ] ROUGH PLOG. ( f OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL S HIMNEY REMARKS: /-,:io DATE INSPECTOR I. BUILDING DEPT. NSPECTION [ Cj.,4UNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: � ��! �cE.1.� ow 0 DATE�� INSPECTO BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGN PLBG. [ ] F DATION 2ND [ ) INSULATION [ FRAMING [ ' ] FINAL [ ] FIREPLACE !E CHIMNEY REMARKS: DATE �� 3 � O INSPECTOR � � BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU LBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ j FIREPLACE & CHIMNEY REMARKS• DATE O INSPECTOR suiwINa oar. INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLAQCE & CHIMNEY REMA KS: � DATE a' f� DY INSPECTOR Tiff ss-isot BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [x] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: c�•��O�.el...��.. "f Im/ 4 d4 ze:A DATE o2Lz--,�/OZINSPECTOR-Z�— F LD INSPECTION REPORT C NTS H FOUNDATION ( T) _If N FOUNDATION_ 2ND) n ROUGH FRAME & 6— PLUMBING00, iot u INSULATION PER N. Y. ~V�y/ S t' r STATE ENERGY CODE n j 07 � y A FINAL ADDITIONAL COFMIRTS: � r 27 y O� x r, A a,..l. Vt*'aVvIAVLL _. BUIWINU YhFAII AVFL1t,Xf1UN LHELKLIS• BUILDING DEPARTMENT. Do you have or need the following,before applying TOWN HALL 5 ` Board of Health SOUTHOLD,NY 1191 3 sets of Building Plans TEL: 765-1802 F r iLv Survey 4i .. T—n O. --2-,24 6szR Check Septic Form N.Y.S.D.E.C. Examined Contact Trustees Approved �/ 200 1 ' gOv�G✓�+'• �nn�h> pct st Mail to• Disapproved a/c 1370 Phone:. 734 ---.2011Building Inspector APPLICATION FOR BUILDING PERMIT Date -- , 20 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 odpren ises,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 throughopt'the work. e.No building shall be occupied or used in whole or ip part for any purpose what-so-ever until a Certificate of Occupan is issued by the Building Inspector. 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 Southold,Suffolk;dounty,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or'atterations or for removal or demolition as herein described.The applicant agrees to coinply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit .authorized inspectors on premises and in building for necessary inspections.: Signature of app ' t or name,if a corporation) 00 ,kge,Av,!lam -en)fe,&1'1570 (Mailing address of applicant) State.whether applicant is owner, lessee, agent, architect,gngineer, general contractor, electrician, plumber or builder Ate-Al cc Name of owner of premises S7'"C t `j e r h v (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authoriz d officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .'57e,ro A d Sir�e�'' ,e w Sv House Number Street Hamlet t. County Tax Map No. 1000 Section P7 Block Lot .241- Subdivision 2QSubdivision Filed Map No. Lot (Name) • �w �w�,ui�g usa nuu uwupuucy of premises and intended use and occup cy of proposed construction: r a. Existing use and occupancyX-e is idrh c G b. ' Intended use and occupancy,_ S�T�� �a,,r,, , �e�, le.4 <C Nature of work (check which applicable): New BuildingAddition _Alteration__ Repair Removal Demolition Other Work - -f 7�,. 9 O o Fee (Description) Estimated Cost (to be paid on filing this application) If dwelling, number of dwelling-unitsNumber of dwelling units on each floor If garage, number of cars A//A If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Z Rear 2 �, Dept Height t 15- Number of Stories 1 Dimensions of same structure with alterations or additions: Front ,2 9, / Rear Depth6/, 8 Height f J 5 Number of Stories Dimensions of entire new construction: Front .Rear Depth Height Number of Stories Size of lot: Front 3 5' Rear_ L 3S Depth Date of Purchase 51.2 00 0 Name of Former Owner Okn Dono oria Zone or use district in which premises are situated — Q Does proposed construction violate any zoning law, ordinance or regulation: p' Will lot be re-graded /fie Will excess fill be removed fromp remises: YES Names of Owner of 7,muses�c `i�,,f /Ier �Name of Architect ,,�� 8 �ddressPhone No. ' �► =Address Phone No 73 4 –.gal) Name of Contractor Address Phone No. Is this property,within 100 feet of a tidal wetland? *YES NO O • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED ' Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ,TE OF NEW YORK). SS: JNTY OF ) 0e-f)� �,C lj G being duly sworn deposes and (Name of individual signing contract)above named, says that(s)he is the applicant ie is the (Contractor,Agent,Corporate Officer,etc.) .id owner or owners, and is-duly authorized to perform or have performed the said work and to make and file this application; all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )rmed in the manner set forth in the application filed therewith. m to before me this ---rF--day of 40 ter, Notary. u 'Si OHN licant E.'ARY JPUBLIC St2Gs Naw Ydlc 40. 56 Aiitied in Nassau as A7:°: 23, 'Z,oRJ L• N/F KATSOULAS N 06" 57' JO" E 135' FD .6' PIPEa 0.9" 278 SHED .4 POURED GT p CONCRETE 27.8' (O SLAB O v B.6NC APRON J' .0' 2/.4' O N/F VICTORIA .s' u CONC. PATIO N/F PURIC CN 2.8'OVER Z J. 1 ,TOR YA CNC. PA 170 v l 0 2.7. OVER WOOD 0r) o FRAME O N I 2-RAIL ° RES. LINCE 1.7�, 29.1' tFs 1" PIPE PY E S 06' 50' J3" W 135' 2 0 17E= 65' SECOND S TREE T GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR *HOU ME SURREY IS PREPARED, AND O'4 HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES O' THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADD1170MAL INSTITUTIONS (M SUBSEQUENT OWERS. UNAUTHORIZED ALTERATION OR ADDITILW TO THIS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING RIE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. . I SURVEYED 3 MAY, 2000 SCALE 1"=30' AREA= 13.700.614 SF TM 1000-117-07-24 OR 0.315 ACRES SURVEY OF DESCRIBED PROPERTY SITUATE NEW SUFFOLK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR. STEPNEN BONDARCHUK CHERYL VICTORIA BONDARCHUK GUARANTEED TO SURVEYED BY STERNEN BONDARCHUK STANLEY J. ISAKSEN, JR. CHERYL NCTORIA SONDARCHUK P.O. BOX 294 NEW UFFOLK, NY 11 6 631 734-cd35 ICEN LAND P, VEYOR 21MAY01 ADO CONC SLAB (GARAGE) NYS IC. NO. 49273 5 FEB O6 REMOVE NAME-S 4.05(6.4'SHEO FROM REAR OFHOL6E 0OR908 N/F KA TSOULAS FID N 06. 57' 30" E 135' PIPE Z SH SHED 'd GT f (14 J O cp * p v 2/4' rrl O (1 s' N/F VICTORIA u CONC, PAnO N/F PURIC 2.8'OVER � = � V 1 STORY CONC. PAnO p 2.7'OVER WOOD Cr) rn o FRAME y Nl 1^ 2�� � RES. � 1 1.7J 9.1' 3.1 PSE �E S 06' 50' 33" W 135' 2.0 nE= 65' SECOND S TREE T GUARANIEES INDICAIED HERE ON SHALL RUN ONE rO DIE PERSON FOR PHOM W SURVEY IS PREPARED, AND ON/RS GENALF TO INE 117LE COMPANY. GOVERNMENTAL AGENCY. LENDING ANSRTUWN. IF USIED HEREON, AND TO IW ASSIGNEES OF INE LENDING RISRNnOV. GUARANTEES ARE NOT TRANSFERABLE TO ADDIWNAL WSIInJIIONS OR SLA9SEDUENT OBNE'RS UNAUTHOR12ED ALIERADON OR ADDITION TO TT9S SURVEY IS A NOLADON OF SECRON 7209 OF WE NEW YORK STATE EDUCAVON LAW. COPIES OF DIMS SURVEY MAP NOT BEARING WE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIITERLD TO BE A VALID TRUE COPY. SURVEYED 3 MAY, 2000 SCALE 1"=30' TM 1000-117-07-24 AREA— 13,700.614 SF OR 0.315 ACRES SURVEY OF DESCRIBED PROPER T Y SITUATE NEW SUFFOLK, TOWN OF SOUTHOLO SUFFOLK COUNTY, N. Y. SURVEYED FOR. 5T9PNEN BONDARCHUK CHERYL VICTORIA BONDARCHUK GUARANTEED TO SURVEYED BY STEPHEN BONDARCHUK I STANLEY J. SAKSEN, JR. CHERYL VICTORIA BONOARCHUK P.O. BOX NEW SUFFOLK, NY 119 631 73 —5835 LICEN D LIAND S EYOR ` NYS LIC. NO. 49273 5 FEB 0/ REMOVE IVAME.S 4.0X6.4 SHED FROM REAR OFHOUSET ADD REAR YARD SETH401 DUR908 -- z N/F KATSOULES S 06' 50' 33" W 135' FD PIPE 9' (n 8 28.3' WED 'dZ c�I FRAME 4 o0 -4.1 GARAGE QhO O 8.6' RON J. rn U 45 4' NIF VICTOIIA 3�. 2.5' .7' PTIC TANK, 52' 7.6' NIF PURIC Q CEs 0OOLS y� CELLAR ENT. v Z 6° 9'2 J STORY �Q R PARCH O m WALL M'ULA s, , o� FRAME � 4 RES.2—RWL (� FENCE COVERED WOOD 6.6' ` L PORCH 1.7� 3 3.4' 22.4' .1' PIPE FD PIPE N 06' 57' 30" E y,35� 2.0 TlE= 65' SECOND S TREE T GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSRTURON, IF IJ57ED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NSBTUB0N. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSBTUBONS OR SUBSEQUENT OWNERS. UNAUTHORIZED AL TERA RON OR ADDI BON TO THIS SURVEY IS A 140LA RON 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. SURVEYED 3 MAY, 2000 SCALE 1"=30' AREA= 13,700.614 Sr TM 1000-117-07-24 OR 0.315 ACRES SURVEY OF DESCRIBED PROPER TY SITUATE Nt_W SUFFOLK, TOWN OF SOUTHOLD :-UFFOLK COUNTY, N. Y. SURVEYED FOR: STEPHEN BONDARCHUK CHERYL VICTORIA BONDARCHUK GUARAN TEED TO SURVEYED BY STEPHEN BONDARCHUK STANLEY J. ISAKSEN, JR. CHERYL NCTORIA BONDARCHUh P.O. BOX 294 NE SUFFOLK, N Y 1 6 NOTE, 1. 05 FEB., 2001 REMOVE NAMES 4.0'X6.4' SHED 63 -7 - 35 FROM REAR OF HOUSE 2. 21 MAY, 2001 ADD POURED CONC. GARAGE SLAB J. 04 SEPT, 2001 SHOW CONC. FOUNDATION & REMOVAL j LICE ED' LAND URVEYOR g OF CONC. PATIOS/SIDE, SHOW FRAME GARAGE. NYS LIC. NO. 273 4. 19 DECEMBER, 2001 FINAL SURVEY. 0OR908 N/F KA T SOULES f S 06' 57' 30" E 135' 1 FD PlP£ Qj FR. � O.9'.,.. Z a. 27.e' swEO e 00 FRAME t> GARAGE O Q) 8.6 C. APRON J" 6.8" N/F VICTOIIA 3.5 N/F PURIC S EPSWN v Z b B.I" 3. Z m C) n 1 STORY O ry u WOOD 3 g FRAME o y 2-RAI RES. FENCE o L- m ` P/PE 1,7� 29.I' 3.1' PIPE N06' 50' 33" W 135' z0 TIE= 65' SECOND S TREE T GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WOM ME SURVEY 1 IS PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY. GOVERNMENTAL AGENCY, LENDING INSRTUDON, IF LISTED HEREON, AND (� TO THE ASSIGNEES OF THE LENDING INSRTURON. GUARANTEES ARE NOT TRANSFERABLE TO AODIRONAL Ims7m RONS OR SUBSEOUENT ONNERS. r Q 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS O4v7 SURVEY IS A VIOLA ROM OF SEC770M 7209 CF C!� THE NEW MRK STATE EDUCA RON LI W. Ty �1 COPIES OF iH/5 SURVEY MAP NOT BEARING THE LAND SURVEMRS EMBOSSED SEAL SHALL LvJ NOT BE CONSIDERED TO BE A VALID TRUE d COPY. SURVEYED 3 MAY, 2000 SCALE 1"=30' AREA= 1J,700.614 SF TM 1000-117-07-24 OR 0.315 ACRES SURVEY OF DESCRIBED PROPER TY Sl TUA7E NEW SUFFOLK, TOWN OF SOUTHOLD SUFFOLK COUNTY, MY SURVEYED FOR: STEPHEN BONDARCHUK CHERYL VICTORIA BONDARCHUK GUARANTEED TO SURVEYED BY STEPHEN BONDARCHUK STANLEY J. ISAKSEN, JR. CHERYL VICTORIA BONDARCHUK P.O. BOX 294 NEW SUFFOLK, NY 1195 63147,3345835 NOTE: 1. 05 FEB., 2001 REMOVE NAMES, 4.0'X6.4 SHED FROM REAR OF HOUSE 2. 21 MAY, 2001 ADD POURED CONC. GARAGE SLAB IN LAND S VEYOR k 3. 04 SEPT., 2001 SHOW CONC. FOUNDATION & REMOVAL O. 492 3 4 OF CONC. PATIOS/SIDE, SHOW FRAME GARAGE. 0OR908 SILL r "4'60' I'-w , D1, " S .DDI ONS v_ a 2x4 wALLSruf? C& I GO.C. & ALTERATIONS u, RATIONS OREIV SALT o� - „;� " �7. 8' I3" b 3 1/2'I R-,I 3 BATT'INSULAMON - �— _ _ ��� � TO THE I - /2" CDX' PLYWD. SHEATHING AND SPA BD. 3 COAT TAPE BONDARCfIU K P - _ 2CAR GAW+Ge �j dry+ (-��jj tilPIN METING FOUND,TO NEW W! � - - - . - � I 2�f' 6' 10. "I' �I�D�NCL - I ' I ws RE�TNt,9' 16"O.C. VERT " .' � _ � - � I NrW 3 APRON I I . GROUT 50LIO W1 EPDXY GROUT - I e LOGATION$I' 2X4':PLATE . ---- ' I, A4 f. gN.GRARE FRONT YARD SETBACK I � i ° CONT. ALUM. TERMITE SHIELD 3/4° TA G PLYWOOD.FLOORSECQNI J STRE'E'T +; I Ex15r1 G ARAGE5LAD lev. 0'OPLR. - - — — - - 2X8 FLdOR JOISTS R 1 ° TO REMAIN m e -„R- 19 P113ERGLASS BATT' ' ' ra,Ro'sE EIACK' SUFFOLK, N.Y. I . ,i, '�+ ” _ CONT. SILL SEAL --`—� INSULATION tROPosLa I r I I PROPOSED .� - I - _ COVERED _ FINISHED GRADE � �sralRR 1 I Po _ X 8 RIM JOIST CLI , ,, -r ,R ', PR(9P05ED (2) 2 X G CCA SILL PLATE N Q�z . ADDITu7N51 :C.�:M. 1000 - 117 7 - 4 1`12"ANCHOR DOLTS a ro 4. 7'_ - i - ;-- REVISIONS DAT ! ; _f Z COR ERS,'EAICH WAY ROM z exisrl 11. t 14. �, Ih . ' &-0" N ,_ P REV E• 4 I ' lI BITUMINOUS ;I, Ill = - o - - DAMPROOFING f _ I. .. _ 2,r aj N '�SroRS� 3&a s AS PER OWNER CHANGES 4-26-01 - G I I NeWcwxv,+I�SrncF I I �''�' - P.C. SLAB OVER 6 'MIL. RPSIRE�fe � � ©" > b FQ C ri 0T NG A5, UIRED ! .1, 4 _ �,I I ='r a cQ POLY THYLENE VAPOR -- -- — eNrRArNceRUC NEW CI CRAWLSPACE TUEwczAwLSPAGE �. BACKFILL r!I` d - - BARRIER 2. 0' a s' ^ AS PER SOU O Ta II 3 4, �q n. R TH J 6-22-01 . 1 L VENT - I !J ! � _ I Irk" •h{., s , I z.y �' } �' .G BUILDING,DEPT. 8 X 1 5 CONT, P.G. FTG. - " TI 83' E -° �.-„_ ♦ UNDfRPIN;E%1571NG E00 NG - flr II . qN T ACY FOR'NEw T' �- '67$k 1 . _..� C . ,' t " 6 1AC€LL COMP. ,POURt)US FILL b, 1. s2' I '�. . 'K" 6RAie U?IQN - l f _: lII " l , I(I+II`' M I Iairol�f'�� i�_II ., in r __-._ GRgwisPAI I 'I' R}N EX�I',INPi POUND.TOIN, WJ VENT , All I6,5.G. I FJ IST G TYPICAL GRANT. SPACE DETAIL I 'CONT TO OUl: GRPIJ'I'00&117 wr e'PDXV,GR@t)1' _ `{ u- p S -_ '�V G'.T cy m' +7r+Tm - - .cc,E as =12 LOCATION51 DRAWL SPADE q �'1 TREET 1 I - AREA TO NEW CRAWL "��� SCALE 3/4 - I -0 - EXI5TING 219 f.J: 5 m PLOT PLAN g 1 . 2x6 CCA 6.J. SCALE r . 20'-0• T STI F J . SITE 11VD 7CJNING DATA 1, I 50.0:' _ FXI5TING 2r6 r,J, I - ZONING REOU IEMENTS IR-40 EXIF'rit�NDITIONS MFICISED CLNBTRUCTION 1 iv I : LWL-"RAW SNAGS UNDERPIN'EXSTING FOOTING �' - - J A5 PER IOb-24,A _ A5 N6CP55ARY•FOR NEW (5) 7 6'Q.C: :I N&cR�aai sPgr 1 CONSTRUCTION � _ LOT AREA'MIN, i0„00rA 6I].F1' �GJ �35 6GE FT� 13,63B.sa FT 1 I n ca m .. III - rc ro e '1111 YAI ,SETBACK _ '56 rT. i 2 FT 2 RT 1 ” I FXfSTING CELLAR `F `, "REAR YAR47:SETBACK 35 Ff. 3 3 FT, 33:9 FT. SETBACK 15 Ff. 3 1 FT._ ^J3,-1 FT: TOTAL a HQTFI 01PE9 25 FT 16 Fr _- I" FT :�xb ,C,C�A_D.J. � _I� / �. � ' .MAX,4�f' 38'F'I..dOR AREA­20% 73'fb SP,I 11, 4 % 2689 6.F. ^- 19. l I A I MAXlMLtl"t I+EIGH,T 35 FT. Id�i I6 FT. I : I 1 I I L__u II d E%15 NG 4 2z4,GI I .�" T� TC7 PiE 17JtM(,11tED - _ L ' - I _ m _ S�7` � COMPACTED L EXOTING 2,6 F J. � i' v l ..FXiE+?IND 3x6iF,d. - i @'oc`� �I m x,16 q-C A, MATERRIALS " N a - I. FILL AND BAGISFILG MATERIAL OWAINED FROM ON-SITE C41TTING OR EXCAVATION OR APPROVED AS NOTED T.a i a,4° 0 P�4AlC� . soLRC 6 LczcAT> p'AwAr FROM THE CausTRuc'rloN sIT> rsc owEDt'sHAI L e> GLEAN' '- BOULEVARD DATE:- " ' 4I B.P.R 2h �-- -� SAND.GRAVEL, EAWH OR,A MIXTURE Y� THESE CONTAINING NO Old ANIC MATTER WITH A �' Y l� U IS UNLhAt�6�ULI --, PLANNING EAST. P. C . �j _ MAXIMUM 51TE'QF-FOUR INCHES: NOTIFY BUILDING DEPARTMENT AT �� HQ, ; - UNDER SLAB ON GRADE SHALL BE WELL GRADE . ' ry p� p r y (� A alb STD W :5T2E1 PIPe D SAND ORANICRUIV' gnlwn�rlr AM INSPECTIONS.I4 PM ONS:' FOR THE O' t,��Iff� 'I(W'Y IF�lid J ,L 2. r5PAIACTEpM QR 6AURCE'APPC�',OVED BY THE S©IL'J'�EM1ICtiINEEIR ANp AfiF�ROVETY A - . '. '�.+ ITECiI,? E.NCiINEFR'.S , ! n. NCY' ' - I N.Of,{JMN ?R@ST ON:, :. n '""'^ArION Iwo REQUIRED q k G . -b^x I.� F,C FOOTING 5q{TA$LE 13EA(211yG MATERIAL'FOR THE PURPOSE OF SUPPORTING THE SLABS ON GRADE X28 E5 M N ROAD a v tYe.cJF M1 U MINIMUM BEARINS�rCAf CAPACITY TO 1'1 1 L835 KN lul PFD CONCRETE- I - - EIE TWO TONS PER �Q FT. CII7'IC'(EQGTJE;, 2 Rn!i� H FRAMING & PLUMBING - r---.- -.-�-� 4, FINAL ,CC`r,[STRkJbTIO ,T . : g EXt TING 2x6 J. m{3 .EXk5TING3�t5.F. -I - "COMPACTED :BAG - 1'Bt5".]3hD118 Fax 3 kUI ATiDN RFC��n rOR CO,AN MEET i6'p.,G: - - - 4 . - BACKFILL ' � ' ' "� LI . 5t6-5$B-4�Q90 I J. 8. '881-79 -$b Au .I n ilc r PROVID A TI-SCALD AND/OR m� PLU t1C; .c. I I. ' PROMPTLY BAC}SFILL EXCAVATIONS A5 WORK FI_FJ ITS, BUT NOT BEFORE CONCRE'T'E r 'F n. r ;I Nr ,F rHE N.Y. TNERIIfA SHOCK PREVENTING pL.UMB NG NES EE iUALLS AND F90TING$ HAVE ATTAINED FULL DE51GN 5TRENGTH AND AIDING'AND OTHER' corms nl ,, rc ,: Rr -.11 DEVICES A, TO PART.902.6 K TE5 IND BEP RE COVE IN T APPROVEp. TE 3T BAGKFLI� AND FILL TO EW 5U(RFACE F SUFFICIENT $QUNp lv�plai BEEN TES I4aternet: www. coin - DESIGN OR UOIVSTRJQI IL?N ERRORS N.Y..$T T IL I _ I GRADES A� RE 1LIIRED., -- � �� j AND APPROVED FILL L MATERIALS ARE NOT ON HAND TO COM PLETE FILLING OPERATIONS' Tam PLANK 00 9P8L9MWONS AER Rn?1 9*M 9R MIMI= I DO NOT PROCEED WITH PROVIDE OPENINGS FOR To REQUIRED GRAbEi9, PROVIDE SAME, �A�c oar P(a �,uw,P14I MR PI PROVIDE SM KE-DETECTING EMERGENCY ESCAPE AS 28,_11„ FRAMING UNTIL SURVEYg I 3. FILL SHALC BE CONS6DEREp A9 SATISFACTORY BEARING MATERIAL, THEN PLACE© ALARM EVIGES---REQUIRED'BY1!ART"734'0F `— - IN ACCORDANCEWITHTHE FOLLOWING PROCEDURE: OF FOUNDATION LOCATION AS 70 PART, 721.1. " . N:Y. STATE BUILDING CODE. HAS BEEN APPROVED: N.Y.S BUILDING CODE: A) BEFORE,PLACEMENT OF FILL T4c Ek19Tl{dfs GA2gUND SURFACE CeaY7€ A� DATE 4-3-01�4 SHALL 5E STRIPPED OF ALL OW3ANIc dwWTH,iI,IOOD, FcT,1B819H, -, - C�� ��E. E 7` �� �+T �7 DEERI9 AND OTHER DELETERIOUS OR UN94NTl�BLE MATERIALS It a DR. BY:,R 'YY L UNDERWRITERS REQUIRED SCALE FOUNDATION DA 11Q,1V PLAN i AFTER 5TRIPf IND, THE GROUND SURFACE SHOULD BE COMPACTED - 11 TO T[HE DEN6ITY DE5CI�CIE3ED BELOW. SCAT; . AS NOTED SGAL�� - I f�} - 1 O sr�3�'CF„ :. ' .,A-„y ': � � � � � f � � � Bi MATERIALS FOR FILL SHALL GON5151' OF CLEAN GR4NULAR'S,OIL ''� � � � � � � _ /, eisi_i�YS 3t i4 n low <q�r gs 6ONITAINING NO DELETERIOUS MATTER 'IT-SHALL'CONTAIti N o n. cI Xp. d.s. PAR"TICALE9 E�CGEEDIhtG 4' IN ITS LARGEST DIMENS(QN,.BE,(HELL `` ¢ u, w FVd^s € NO'.tiE; - - PA9491Na HENUI+�6ER�16'1tD'�615VE THAN � - NO ATERtAL JG,s74 �G7` �rc a �a� ea IT�RAQiOR tO.L1NT3ERPINALLF)qNTI*1�Y ,,” 3 BY WEIGHT OFM d K,TNS AS'NEEAESI'POR GQIt T,I,T✓T1t7!1t,T -,' _ rOPTIMUM r< C) FILL 9HALk:I�E PLACEbAND COMPACTED AT.ITS ✓{° y s e s 3 ac[u, o ', UNLIAT ORK Fi2A THICl4 rJD EEACMOISTURE, CONTENT, H LAYERS 'ALI_UNIFORM RBE,NO UGH5 NOT hY F ACTED AN OW OF New w TC?'kW DENSITY OF 155 OF ITS,MAXItrUM DENSITY,AS DET1 fPf'IJI 15Y ' AS1M p155? (MOD(FII50 PROCTOR DENSITY!' ,reLb DO NNT"Y',iuH,AI.1 WERlFIE BY 1N. CE DENSITY TESTS'MAD IN O A C D PIA. DE ! ACC RD,N, E tib1CT Pita STiEf NTIMBE$ _ - _ " - �W'IH'�A°vTM'PI5Sf (SAND, METHOD). FILL 51 ALL'NG?T B ' - R IFICATIOI J llP98ERCET PL PLAfCD WEN FROZkN SUsRAC?E. �•I tubin IS Used ., ' df.@opper 9 CONTENT$SPORE NLEAD � �'CGUpANCY 0"5 - CER EHIIFI�TE Of,0�- , ,LIS' Wn �. .SYS .... . . . - , , .i .,- ., o EXCEED 2 , . JTI : � .I I DON f EXT'ER[b' Vi�F �DOOR SCHEDULE - � � � ADDITIONS WINDOW '' Nd. of p I Qf51GVTION WINDOW5 '0€5CRiPTION �pUGIi pPENINGT REMAP.K9, ---- (X. `f'1l.� ,Ci T1lX1\I k7 . A 5 " TW24310-2 4'- 1 1 13/1 G" x 4'- 1 _1141 TO TSE - a B I �TW2431�0 . 2'-G 1/&" x 4'- 1 114° " 4°k8'.IR7�FT . - BONUARCHUK D ! TW242 ) Q 2-G I/& x 3' 1 1/4" I II I� , I PWNGOGBAPLR G a x G1-&11 ST�3EI'�CE 5r.up I G fWH2 I G&5 21_ I it x /^I-([II m' ' nARuwReD Ly15er P. I fW�G,GfOGr&R , GI,011x 0-5" / CH NEW I, s*.z I L 7�"FA(IIiLIRM I SMOC,E,OQ''fINGTC7F�., „- i, G 1 ��I YYGOL.. 5'- 1 1 314" x 21-11 .I/�&n SYIOIJHEIGhl OFEP,OF WINDOW ONLY FOR '' " .(yEW X711 i'FOL K, 1.11. I . STRIICT�FJf3E,„ - AO^O" if '' a1 c�t1sE 2 GW 15 2'-4 7/&" x 51-0 3/8° --- r" 1 I TW202 10 2' 2 11&" x 3`- I I/4N 04 - S.C.T;M. # 1000 - 117 - 7 - 24 �' ^ U J I . A21 -2 4-2 1/4 x -0515" 2 0 4 xf"Pp6T -- ,, TO POUN!`j: I — --- - --- - - _ f _ — --- RE l.r UiSIC1MP'$ DATE; t6`O.C. �' I - - A9 PER OWNER'CHANGES A-26-OI CA5T'IRON'RA141014 ' � TD NIITry�TANTi bS11eK ' -- I [ :� } ' 7dFkfINQR<'; _ MOR LOAD- A3i PER � . L'0 �,_ 1 �. 3 t " A141O1t S¢OTI30ZD 8-22�-0I I ti+ - BCJiLD1Z41U;DgPT. r0 ?AR4pM � � MARD Rep a'vr.R ROOF _ - SIMOFi;E PETECTOR � 'v G • .'L')2%IO RGIRPCR PX45T. WIND -ANG' 11 - fNFRGI,IY�FANNUFI(7Q7. {T 1 y� V IW,V _ 10 LE It 131.PCKEtl TO FOUND. 1 2 1,1 -�, WNSMER DRAIN TO BE IN rAt1[D � � � I I I rJTCNlN T-I�lY d'--2Y - - HENfATN N4l"INfr L4M1ONN[ N . . �' �'' 1 I eNx : LAV.{ � I 'b-Its'v q>-IIS'v } WASHER . I ;a 2x6 R P, 0 r`6 04. I a�" �I 3 2 f 1 :, 3 ..,,"rR�o 13f { I I I 1 '1 f - _ �� Eak Ti R 4t1 'nromtal2' I1 I T I� Ia " a q 11 4�T loa' G FIR IST KLR - . N _ GA�,INC�7'S BY1.11 1 71 CAVE ED PORCH ,,, : PTHi rRs I •' 11,: ', r cn - 4'LB . r 4'LB 4'L9 CONT TO,LONSTRIlCY LATHE RAL .: 1 • $�` _ n, t 6ANI ARY SYSTEM i - 4, 4 , t)JJ,PLWAU,AT,EDGC Otf CEIUN - COVERE6 PORION TO ACF - ., to "AB MUNG \ 1 CELLAR Co. CIO. ca It ,- a•EIIOIND N PLUMBING SCHEMATIC FOU,NOAT �� TO m PORT - N ' - ION � - �x 2.5 RR s 16'04 ( P. 60 H SIOP9) GIhIf .�d6Q C.CIT 2.6'CJ. 4-19"O. CE ; 1 U, VALUE CALCULATIONS SUMMARY OF TOTAL THERMAL RATINP N IC IF TWE TOTAL TIHEWAL RATIW4 L16ZERO (0)OR GREATER, TNE'' L> St .� YNE, .: Q N �IJTSIDE AIR FILM - R - .IT, P IE,ENERSY c pe.FOR 7WE'BUILDING ENVELOPE GCMPLlfi6 Wl .ENERCaY - 'AREA 9-VALUE THRWaAL TAllt� . TWE GORE. I ; n ,, ak F"oSTT .ASPWALUM T ROOF BNINGLE$ R =, .44 6-A 2'-04 ;�A ,-I t 2-•J 'I,. p15rf+M( -„- I�«FELT Ra'D6 A. WALL A5l5EMBLY �+77 ,I p r)A1,I WALL-VXIl _ OU .f;IL" Y L ,#1��, 1 In' PLYWOOD SWEATHING R= 62AL NET-WALLS 4253 .411 .01 140 6-I in P COLUMN APITID - I - 1 2a'&F't.fM`I. y, I ,�. - - , 4AT P . C EDM 6' BATT INSULATION " ' R = noNp A2- GLAVfW4 153 * 32 -31, ' 6-1 .", 1 - rrpp (FOIL FACED)' - e'i�r"Y' ' "r�Y''k"rIT1IE"'ERIS ,2k&It R, @ 16 ' � ' "# .� - r, 3 84P }I T RI1 . - .� .� A3. DOOMS .241'# .CJI 2 6.1 'N W - O O.C, mIIZ'', V2' GYP.,ISD.WALL BD. SUBTOTAL THEPo`IAL RATING POR 9ECTICN A,(AI%A2.,43) "III t~" `�p � s'„N,7G: 1'19135 WING P.QQhA .—a, '` INSIDE AIR FILM R.= b6 5° 7 r SJt l3 N giz TOTAL R e,RAFTER R= 11146 u'= 415 B, ROOF/E,EILING ASSEMBLY T4Ie ane _ Baa 851 4 201,1 618 538 4090 , 1 . FLOOR/t1NHEATEO '5RACE' ' BL' ROOF)(CEILING, 445411 1 Dob 0 INSIDE AIR FILM R = $8 - W LIIGHTS " 0 U A2 0 b - 1,�81Ti1 r L. 6KY -3 - ', ' E� N WVV 111#ro''f��?11A�,COSR 1 . I '.'15' PLY T 1 G FLQORING R IF L 38 6UBTOTAL, THEWAL RATING IOR 5ECTION'R f5I4f52) N ',12)1 'I'K91 'NLPaUMHI1R. : 12)t 3'41:91121' 1M171bk' r' STILL AIR SPACE R =b2 - ' ' - - IF C. FLdOR 455EMBLY wRtrc�T - - 5 fR`BATT INSULATION 1 R . X1500 - r . - r2�+; `c<?�ry r a• la FLoog 1,464 0 1 .046 0, 6-3 _ STILL AIR FILM - 'R = bI . . TOTAL R 4 G"TY I:. R 4265 U : VS C2: FaWATION -WALL ,2tipED AA 34111 — 1'-$ - ^:,_, , ' - r ''2=- _S,.>j�y.t, ',HS TOTAL R • JOIE . , T si.,..=� Qi ' x '., - „ „, /.✓a •- TL PERIMTER ' 4✓a�l' . 1 ' 'i: .. B'_Or 7 S 6 _ r �I-- ABOY/E GRADE EXPOSU Q 1 .., . '•A"' .,r`_ 2g OUTSIDE AIRF14M R k.IT - IIJSUUATION D4PTH * f;R, ',NO.41ED 1 Jg - CEDARIANYL'(AVE") ' , R� 6S �t i � ❑. 2144' 48 B�FODTMG UC FLC)OR r,, rry R "P .E 4 1 - - O� r�Eva � iKDo L a f �+ i�" R v u +w RIME1'ER E AL : : '. 112' PLY SNEATHIN's'� .: � � R s'.45' I,�, _ � � C3...BLABS EDGE INSULATION — I . - - _ Ry = 13.PJ0 �, ,. 3 IR' 13ATT'IN6UI:ATIOW - - _ - - ED) FOR'6ECTIOR C (OIZA4iO3) _ r IlGYP.8D. ,''', R ti YvH' SUBTOTA A TI TOTAL 1fW "I'AL RATING � � ,I,OE A1F&:FII:M,:' - -"�' - - - TING it":":, - 06%; TOTAL R'a rAVITY ,R =12}gg �'U =.P+7 5%.TfltdL R}'STUD . R'«"' 9�5 11 7 $ 3113 T +iTJM$I R 1 ' .h . - a '. r 1 T.„ Y e . Y. i , - � � I r " r - nl e, 3a - + - r - - - - _ `P .,'C4 „ N - - - I I, r'Yii 6, i„ - �. VDDITIONS t Lf =11 I �� & AL'TERATIUNS ; ' __ Tf1 THE — — I 11116I BOl'1DARCHL = t — L - D IDS•IDENCE I inn co c...v. - y - — —� — ca . ,- 1 .. r,v - - AT T QN�EIP.ERIV+A}D,tlARd . . . ' I' PRT ON _ SECOND STREET i.l - 4, _: NEVJ'BfDAR PERFEG�ION - y J: 1-+-� W SUFFOLK �{.I' , "'5t7;LE5 W/CORNCR - �y (' I 11 „- I , RD TRIM I� i` ,,. I , - r SCjA' 4! , e - IN5TA64NEW4'T W {4 - �i 61 `6 60 ', I' - I 1,.I,.IyJi l'" �- 'I ' , f1N'' !R6'T;. �, - . r .,-.., r' . :'s'=. ,. - , f ... ry. ., . . - J IL J,'.+I�_L .I_,.I�� r +a16 1 ,: u.- a _!1. . r # 1000 — � A71 �1. _I S C T M 117 C � -.I„_ aC.� �r a9�, } ,I , 1 1 1 REVISIONS DATE; _ — - ---------L,------- I - ------ AS PEROWNERC HANGES 4-26-01 REARELEVATION _ - - -rir � n. ,W _ , — ,L ,-, - SCALE - I Y�#"= I -0" t ' , . . 16 FRONT EL � i - ref °— + -off” r� , a' . F � , , — — �.� �, - - - I - s c ,b -� , _ _ _ - '- _ - -n . _ 4 - F : - 71 I 16). I ' 1 �' 6, 6 Li I , � 6 � i [ji I 1, I � �! 6 i' i .i � 7,6' �14'jji-', , ,"�' �,""L , - I. - 5 11 1, lj _ - - :4 - c Z± y ., - - .V- _ 1 0� _ - 1- E - , _ L ' - .. V - E I I I 1- - �. - f . , �, - , .� - : 1 I r _ - .. I - ,- I ”' r - , I, _ ... -- 4 — . ,, - t - 'j ' ------ ------ ---'-------- -� r_I _ y : -J �' I I - { :, ii L p �7p �++�7 p 7��y '--- _ _ - - - - -- - - - - - -- - - -- - .q L, —J _ _ _ __ __ ,,, P . C , i P �w�v r > '! ' �LAN�N ING �.�� t I AR� TS �dCI +I �ze45 I MMN ROAM CUTCHOGUB, N1,;.iza35 ''1 f r LEFT x1mylLe SIDE ELRVATI�N SCALE - 114 . i 0 631-784-201,1 51'6-57_t1-4D80 r1 it f ' - ' - - 6 i I - ' ,,, Fnteruet: "www.hlvd lani.coln I ". r i 6 - TOP OP'PLATE - g . i zw+s as f 4I 1�' i ,INd_.YR `} pip "• p �[ _ _ - INF6h10lYflTkL, pG88tV�,iIP Y9f'p.C. I - _ 1 , L G ' � I ,. � �a�5r;.� k DATE: 3'-27-01 I I I ��, ;DTL PY: R 'W L r' ..: '¢I - r y _ _ - FN FIRST_I R . :' .., „ p v ^ I' E�CEV''40r-0�� ¢ 11� ' a SCALE AS'Nl1TED 1 " I �I� ,I 1 - I - ' S.CHU1 I I . I. . d t. b .,,ll� .� - , r. - 1 11 I h _ 1 1I_ tl - ( - I � - _ - - - , , - , ' ,� �. 4 :,3, - - m. .p 1✓.l + 1 1 ,F " — - - _ i _ - 1 h r� 1 e,r h�Y. s �yy� . . „ ( 1 9T , a H ALA . ➢- - N - .. �., e ' ', '-. . J - I iii. i ry p - - : .,. , :.a - , - i t ,, �, TL. a ra - , . Inji ,.,, -.,. '' I'1 . , ,, k� ter ,- d .,I: , .i . -: ,✓. . : ,., : . .,-. - '..� _ _ .F - , _ �a.,. _ n,.. n. Lil „v. A .. - 11, I 11 I i• �. , . t. . . , ,._._, : �,.. .r, ., - lil� % „ . .. r ,: , ,. .I,,a. .. �, I::, a, n .� 1. .�I_ _ A - - -- } n CONT. RIDGE VENT .. 13/!{"% 1 1 718'PA'R.4U,AM - '', *-v DITIO \ S . . 5TRUCLURALRIOCt. & ALTERATIONS - ' - - CONT. RIDGE VENT - TOTHE s 13J4'x f 17/8•FAMAM ., TYPICAI'R JP CQN R ON z STRUCTURAL RIDGE zssr'ASPrhLTRDDPgM��e3avgRlS - ROOF%TQN 1/2'PLYROOFDI;OPUNG - - qa TYPICAL ROOF GONSTRUCTIQN 5M)?ATHLNG'2X8.RODP RAT',IER5 f 6'O.C. 235#ASPHALT ROOT`SHINGLES OVER I Sd - 2X6 COLLAR,TIES ROOF FELT ON 112' PLY ROOF DECKING RESIDENCE ,1�.�, SHEATHING 2X10 ROOF RAFTER5 @ 16"D.C. TYPICAL ROOF CON5 RUCTI N - 2Y(6 COLLAR TIES 235#ASPHALT ROOF SHtNGLE5 OVER 15# ROOF FELT ON I/2'PLY ROOF DECKING TOP C?�'FLATE`_ �_ ell @ I o O.C. 5MEATHING 2X8 ROOF RAPTER5 @ 16"'O.C. Fn _ _ SECOND STREET MAs gr OBDtDOM TYP WA L QN T ION NEW SUFFOLK, NX. j1/2"PLYWOOD SHEATHING W(YYVEK UNDERLATMENI - - - - - - F 2x4 5TUD5 9 16'O,C. W!MIN.'R-13 BATT IN501L. TYP. L C N1T UCTIO s 2°GYP, BD. MW. ' (n -KITCHEN BEDROOM112"PLYWOOD 511EATHING W/TYVEK UNDEP.IAYMENT LW ? h � 1/2"GYP. BD. FIN q ' TYPICAL A5 5M OGQ CITQ BY TREGTIQL�, 2x4 5TUD5 @ I G' O.0 W/MIN. R-13 BATT IN5UL. Sk'' R '7- 0rLV S.C;T.M. # 1000 - 117 7 24 - FIN. BEDROOM FLOOR AT 16'O.C, (TYP.) r ELEV. -O'-5-g' rHNrRT RL,DOR,__ - _ - CRAPE FOUNCJATION WALL CONSTR�ICTMON REVISIONS _ TYi�T`C, :16'O,C POURED CONCRETE WALL ON FOL NDAT(ON,WALL �JNSIIUGT iQN u m r 5LA6 CONSTRUCTION 8"X 16"COM1NUOu5 POURED CONCR[TE TING 1 4'POURED CONIC, 5OLAB OVER 6 MIL FOOTING PLACED ON UNDI5TURBED SOIL 8 POURCp CdNCRD CON _ 8`XI TING PL INUOUS i 1JFBp CON ,EXISTING CEDAR '§ ; ON COMPACTER OUROUS FILL 9 �1 AS PER OWNER MANGES 4-26-01 PLACEGCEN(iNpI51UR0LTJL m � � . L� n T UCTM N, - CO 5 . 'DVLR G'MIL ,Pt221"PETTMYLFNE Y`AFOR NAI'tPJml ' - ON WEf:L GOMPAG'TGiPOkTRDUS-PILL " BUILDIK SECTION � � � 2 BUILDING SEC'T'ION SCALE - 1/40= 1 _0- -, ..- 4, SCALE - 1/4"= 1 -O" 36" ROLL ROOFING AT WOOD /// LEAST 55 LB OR GENERAL i OTE5 DECK I/16" SHEET NEOPRENE EACH 5TRIP TO EX- TEND AT LEAST 12" L CONTRACTOR$HALL cNECK AND VERIFY ALL cCNDmoN4 To THE SITE EYOND CENTER,Of - PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH 22. ALL FLOOR JOISTS6HALL'BE LATERALLY W-PORIED BY BRIDGING OR - - n VALLEY .THE INTENT OF TW56E PLANS AND MAKE WOW AGREE WITH SAME, BLOCKIWG 4 NTERVAL6 HOT EXCEEDING EIGHT FEET. o + 1 .3. ALL LASHING SMALL BE ALUM NW'1. n 2. CONTRACTOR OR PRIOR T ETA OBTAIN A BWLDNCI ED) FROM THE F ' � - TOWN OR VILLAGE PRfOR TO STARTING"U10R4.(IF REQLIIfdF_D) 24. ALL RAPIERS SHALE BE ANCHORED TO FRAMED WALLS WITH 'HIIRRICA)HE ' - CEILING IPS' � I6'CPJ R - CL GENIE " 2x8 JOISTS (6 O.C. � �� ' i TO BE 5ET A5 CATHEDRAL CEILING UNDERLAY- 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, FERRITE, 2b.ALL INTERIOR OOOPS $HALL BE STAN GRADE 6'-8' HIGH % I-3A3' EXTRA NAIL I N END cwiriCATES OF OCCUPANCY,INSPECTION APPRO' VALE, ETC,FOR wow THICK X WIDTH A6 NaIED CN PLAM WITH APPROPRIATE HARDWARE. ALL ' - - TOP OF RLAE _ - MEN ° OF JTRIP PERFORMED FROM AGENCIES,HAVING JUW6DICTION THEREOF. DOORS SHALL BE FINISHED AS PER OWNER SCALED 4. ALL WOW SMALL CONFORM TO, THE NEW YORK. STATE UNIFORM FRE 2 DIMEN61ON6,fl. DO NOT �AARCHrrEEG7 As 'BEEN WAINW FOR ONWRITTEN DIMENSIONS E SITE L R ''ION I n 1' 8 n PREVENTION AND%ILPING CODE AND ALL RILES AND REGULATIONS OF THE INSFECTICN6 AND/OR OBSERVATIONS OF THE CQ5TRUCTION WOO CONST UCjTOM of 6aTHOLM I/4 PLYWOOD 10O.CNG'WIN, K-1 BATT � � o �'ti' I 2x4 STUDS ® 16`O.C.W!MIN, R-L3 BATT IWSUL. I ' c o 5. IF N' THE COURSE OF CON5TRICTICN A CONDITION EXITS LLH1CH 21. DRNWW-A AND SF'ECIFICATJCW AS IN61nMENTS OF 8ER`ACE'ARE AND c'S.t I/2"GYP'. BD- FIN.. . - FOR ARRAN THE PROPERTY OF THE TE OR WFzT WHETHER THE T DISA!sIREEs FXTH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR THEY ARE ADE IS E)TZd D Y o FOLLOW TH16 PRQCEOUFOL TT D LIABTINUE ,qR. E WO HE FAIL TO TO THIS PROJECT EXCEPT _ SHALL STOP WM AND NOTIFY THE A14CWITE E+ - LH THE HERrF O SHALL USED R ANY O IN ITING AND OR EXTENSIONS " ICd SIFYs'tHEREFROM. BY A ARCHITECT. ' W WRITING AND WITH AFM'I�PRIATE CGM MSATIOI`l'TO T4 ARCHITECT. TYPICAL FLOOR O' TRU I N C GRADING ARWWD NEW CONSTRICTION SHALL SLOPE AWAY AND BLEND INTO - - PLO OR FINISH A5$ C7ED 13Y'CNJN'R __ E%METING. 28. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS om,REMOVED - ^ [C _ �. 9 L ' AND/OR NEW W'7RC d2AfT6 EXI6rNG. WIER,E EX16TIlYx WALLS pl' 'Ii71pVED -OVER 3/4"F H G FLU901)SBBFLOOF FIN, FLRSW FI.ObR SCREWED 4 GLUED TO 2x8 FLOOR OR NEW OPBNG6 ARE CALLED FOR N EXMSTIWG WAL.L$,PROR' TO J01%5 AT 16",0 C.(IYP:I - TYPICAL F ! A 7 L T 1.FILL AND BACKFILL MATERIAL OBTANED PROM CN-SITE CUTTIWA OR REMOVAL OF EXISTUY.:WALLS, CEILiNCa BEAMS, ROOF RAFTERS' ETC,1`YPII.'t].L.. VALLEY DE'I'CSiL SOU ATED AWAY FROM THE CONSTRUCTION SITE (BORROIiED), CONTRACTOR gµgL4 BRAGS EkISTUYS AS REQUIRED UNTIL NEW HEADER ASCONT . -GRADE. SHALL BE CLEAN SAND,GRAVEL, EARTH, OR A MIXTURE OF THESE CONT LEO IS 514ALL 15 AINIWA NO ORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR - " W571NG 8' CONCRETE 04OCF."WALL ON SHINCsLE RIDCsE R DCxE VENT a COM INCHES. ?S. CONTRACTOR SMALL REROUTE AS. REQUIRED ALL EXISTING PLtM161NG, ALL CON5TR CTION OUS FX43TING 8` CON POURED CONCRETE COMPACTS FILL UNDER SLAB ON GRADE SHALL BE WELL GFt4DEA, EL£OTRCAL;Afl+CONPITICNING, AND HEATING LINES'WkIICFI MT$I�'Efg.' " - - FOOTING PLACED'ON UND15TUR5ED 501L GAP ,✓ q, �i,\F� S.ANfOOR BAWRUN' GRAVEL FROM SITE OR SOUf3CE APPROVED BY WITH NEW CONSTRUCTION, - ' - @ 7F E' FTIJRp 5E OFAPPROVED AORTINTING 714E S4.AS ON RADE MiNIMUMRS SRW W. ALL "CRO-LAM! LAMNATED VENEER LUMISERTO BE' DOUGLAS FIRA5 BOULEVARD CAPACITY TO BE TWD TONS PER SCL FT. MANLIFACTLREO BY TRIG JOIST CORP:OR EOLI LL,.,606'AS INDICATED ON A��I ray SH1NGLE5 PLAN$, MICRO-LAM IN6TALLATIONO 6HALL EE N 6MCT"Ct7FFOR ANCE PLANNING EAS L' P. C . Ik2 M PLY ROOF 9. ALL'FOOTING6 SHALL BEAR ON UNDISTURBED SOIL UTW A MINIMUM SOIL WLTH MAT�ACTIIN�Rd 61;tOPICATIONS AND,MocH SIPATI",, i PELT-I,PAPER - \ SNEATNINCT CTYP.) PRESSURE OF 2 TONG PER SOFT,AND SHALL HAVE A.MNIMJM OF 3'.0' - ,..( "�i '�+/^te�+ 7 OF COVER, 3L ALL METAL JOIST HANSERS AND OTHER METAL Cc1T81E70%RM00D '.ARCHTT'ECT,S ENGINEERS ' " ,yr�,ALL. Ti4 i.i[ 1M -�. l I } - SHALL BE WIPSON STRONG-TIE CONNECTOR$'OR.EGM3AL ANP SHALL BE � - '.J+., I I�'" f -C � - 11 `. _ x - ..) II. DESIGN LOADS:FIRST F 00 PSI CONCRETE r 28 DAY$. BEXSTFJCT PABOF HLAONAGDES WITH 'r IAG-ru�r NOT c�arres AND . CUTC?wB41'i �bfAiN RUAD ', hh I R"�A.FTE 10, ALL CONCRETE SHALL eE 25 A�, ' , ALE - LOOR'-.40!/EF LIVE LOAD RECOhM84DATION5, " 1 Y. '1Y�,1:� .' - ROOF'- .w1w - LIVE LOAD SECOND FL;ooR • 30YSF LIVE LOAD 32. DOUBLE JOISTS'UNDER ALL'PAR7ITICNS PARALLEL''-TO BAME,ANP AROUND Tel6ph e _ F$E ' CEILIN(s- 307SP -LIVE LOAD ALL OPENINGS. 631'-734-2Qi1 518-538-4090 - 5OLID CAP R1pCTE 12. DESIGN TIMBER STRESS • DOUGLAS FIR SOUTH,NO. GRADEFB 33. PLYWOOp RECKIN4 SHALL BE IEXTERLORGRADE PLY'WOOP . BOARD 6]bFSI,E . I;WO 0PSI. loternet: +blvd'I2Ia#t:eF�En B: ALL HEADER3'6HALL BE(2)2'h'G' • 2'X4'"WL4LLS f(3)2'%b' WALLS 34. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND 'SHALL EE TYPICAL RIDGE VENT DETAIL • 2'X6'WALLS UN{-E66 NOTED OTHERWISE. INSTALLED A5 PER AISC, - 14.ALI.'HEADERS SHALL BEAR ON 4+X4'POST • 2'X4'WALLS'OR 4'X6' 35, ALL DRYWALL 8HALL EE U,bG: NATIONAL GYFdM OO. U2' THICK, 5CALE - N.T.S. PT+Nx llm A= meanNmrrs or se6vla$ POST r 7'X6'W4U-i6 LM�.ES6'NOT♦,b 07FIERUIBE. TAPED AND'UIPACMU.ED THREE COATS. . . ' mom. 66 pr py, g yeyq pA. FIAT PAN IS. ALL COMPONENTS SHALL BE ANCHOIRED AND CONTINUOUSLY 36. ALL DRYWALL SHALL BE PRIMED AND PAINTED(2 FINISHCOATS2- IMR6F Paa9 - CONNECTED FROM THE FOLIINDATION.TO THE M66P TO�PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER 31. ALL MOI:DING6 AND TRIM SHALL BE STAN GRADE,AS SEL'EOTED.B7 ' WIND FORCES- OWNER .^•_ -r=,• - 16.FASTENERS AND G17NNECTOM TO FLOOR i6E<+I'19 ANp BRACING - �, DATE: "3-`Z'7-01 'ALUMINUM STEP - SH�LD BE OP P.ARRO$ION FEESISTANT MAltRIA4$ AND SHOW NO 3S. ALL FINISHES(INTERIOR AND EXTERIOR)SHALL MATCH EXATINUS AS '(F. EYIDENCE'CF CrOFMF$')Sldk OR PETERIOATICN WHICH MIGHTREOUGE CLOSE A6 POSSIBLE. - - FLAMING THE ABILITY C THE,9TRUCTUIRE to RESIST WIND EFFECTS, ` �✓ DR'. BY.$ W L, "ROOF RAFTER I'L ALL PASTERS ARID CONNECTORS IMGLLIPIW4 NAILS,5OLTS. STEEL 38. CAI3.ETMIYs SMALL BE&IPPLIED AND INSTALLED BY THE OWNER, x'''04. „L " - WIND ANCHORS,A14D TFb19S PLATES ARE TO ONE HOT' DIPPED GAL VANIYED. HURRICANE CLIP NAILED 16.GABLE RG>OFS"SHALL BE STAEILI7P,D ELY'IN$TALLING 2x4 INCH �. ALL PLUH6lNs SMALL BE IN STRICT CA'4!OFdAsWCE W,t(11 YCtFdc , -. ) SCAN, ,; .A9 NOTEII STATE BUILDMG COBE: THE NEW PIX7URES INTO EXIBTMu'SlWITARY, di( ,X o TO 'RAFTER E PLATE BLoewW>� ON 2,FOOT CENTERS BETWIEIEN THE RIAFTERS AT EADH � " INAT'ERI F WMd EACH GABLE'EE END FOR AD15TANCS NDS FEET TOWARD THE BUILDWG 41.� CONTRACTOR SHALL DETEWINE WHETHER THE SXSTINSI ELECfR�'AL ',A r %°'`s;�", r C,r+akJ.i:- "S�'.S. " 't (2Y1 x4" TOF PLATES d �a , IN $OU V, CONDITION,SECURELY INSTALLED AND�CAPABLE'OF NOTIFY THE 0"-*ACCORDIWA.Y, ALL E4ECTR1 AL WORK SHALL 15E EAARk7 " , _ � YV21 - IS. EXTERIOR CLAS$PANELS,WINDOWS AND'DOOR$ SHOGLD,Be SERVICE 16 S.FFICIENt TO SERYICE THE NEW %EDITION AID SHALL �R TRIWSFER31NG WIND,1-0406 TO THE StLNF'oR1:ING STRICTURE. . OF FIRE ONDERW{ITER AR?RO'2D. IN$.TALI.AS PER OLLN61R'S, VLIRSrTIOON 20. A^1SH AND IN1874L SNf04E,STATION d9OKE OETRCTMG ALAR LS 1 T$T LATIN d WAL BO �. ANY AND ALL INTSRGOM,, TELEPHONE,' ?ND(mIY' ANTE1>NA:4MRNCs"IN. t '1GKiET, - S W L7EVIGE,;N GghPLIANCE WITH NEW',YO!iK STATE I5UILDNG CODE. ,CONTROL WRING, SW?LL i"oNH C1kHCEAL A RLL. ikT"1PE1titTWRE " „ '. - ,i '•-� :� -�-�, " ''V - - ETD 1N '91ALL6 'F1;OFJN6,ANfFSTOR v _ -• `; '-'^'" I - o - 21. MANTAINY':LTINR7A1&LEARAl10E ESF,juEEN Ad d. 6TIQUOMPAL FF"rAMING CEILING$- VERIFY OUTLET,BWITOq AND.LJcs 04 Lc0r!%Ii WITH „- ✓^' - -.•-°' '"" MEMBER$AND,FR Ft'.ACE'OR CHIMNEY MASONRY, - OWNER PRLOR'TO INSTALLATION. f'11s P;GRIGKET WITt� 'Ll42. EN aIPEL $ ENTO OA 5 5OLDERED5� i T t " .,. tTrMsx sit T lti7 ro eTaEH sfiitNl�aLNIrTFltr olz cq - , ' _ ' - CON$rR;UCTIt:N NOT VIS14*+LL- CTLABIbVE btt'1'E. - i ! + WTHCICTT . PTC ,C L ' I , a1 K� I 583° 50' E t 101 . 35' ADDITIONS 4'-9" 6'-e" 2"" a'-°" I'-6° 2X4 WALL STUD @ I G" O.C. m m I o & ALTERATIONS 3 1/2" R- 13 BATT INSULATION _ — NN I m TO THE NEV,'A5PNALT -- vRAwL SPACE 1/2" CDX PLYWD. SHEATHING AND SPACKLE D 3 COAT TAPE DRIVEWAY 112" GYP. I I 2a. °' BONDARCFRJK 2 GAR GARAGE RESIDENCE - I ' I1-GROUT2X4 PLATE PIN EX15TING FOUND.TO NEW W/ 1 I I ° N5 REBAR @ I G"O.0 VERT. I I " ° 50LID W/EPDXY GROUT U W ❑YP. 2 LOCATION5) " ° - FRONT YARD O' m CONT. ALUM. TERMITE SHIELD ETSACK NEW 5'-O" a NEW CRAW SPACE 3/4" T # G PLYWOOD FLOOR I CONIC. APRON I SECOND STREET I I I FINI5NED FLR. 2X8 FLOOR JOISTSIIIIII , I ", I z 3/11.7 ua° illill $— - - - - REAR yq NEW SUFFOLK, N.Y. Ni I k MICRO-UM GIRDER IIIIIII �umELEV. O'-0" I I RD CONT. SILL SEAL R- 19 FIBERGLASS BATT 2 1 PROPOSED SACK NG. BLOCK INSULATION C) PROPOSED ". FINISHED GRADE CELLAR 1 WALL TO SUPPORT ♦ rr ` COVERED 1 FLOOR JOISTS ABOVE u _ "VY STAIR ° ° - I ° 2 X 8 RIM J015T w PORI 1D 14 PC 7115EDI S.C.T.M. # 1000 - 117 - 7 - 24 0 0 ep a (2) 2 X G CCA SILL PLATE 22 3, ADDITION51 p/ 1 L 8/O" O Cry MIN OR BO OSFROM 1 1.5' 4 I REVISIONS DATE; L F___ BITUMINOUS Z CORNERS EACH WAY _ 1 18' b 14. 7' I 2z F.0 DAMPROOFING EXISTING I STORq 1* `� 38,- 3 ® I6 o.c. 2" P.C. SLAB OVER 6 MIL. IDEpICE_ D" NEW CRAWLBFACE BACKFILL e POLYETHYLENE VAPOR 317; — — un 5TEP FOOTING A5 REQUIRED I U - ° "„ BARRIER 2. 4 9' 1 To CON NEW CELLAR I CRAWL SPACE '�fo NEW CRAWL SPACE �- O 30. G' 3.4' - U ENTR)SNCE `.4..I veNr �J'� - -._ ._ t0 ; Y-0�t Wr,y' r° 8 X I G CONT. P.C. FTG. 3. I' N B3° 12.5' I' o I O O tr .r�r P 49' IO°E 'r0 r,M--,---- -`: � '.:n.,r :. ., y; • .. :. :.^ .' 101 . 62' UlS� '+"'• "� c •• `- ' " UNDERPIN EX15TING FOOTING A5NECE55ARYFORNEW G° WELL COMP. POUROUS FILL o IRON GRATE CON51RUCTION 3o Ii` I I 1 wi • ----------- TYPICAL CRAWL SPACE DETAIL CRAWL SPACE I v. • PIN IXISTING FOUND. TON W/ KING �I'R�'�1I .3a.S X Z9 = r9-S`f-S VENT I M5 MAR @ 16'O.C. VE -; V v � + REt /?.S x 2-1 3P,/, I GROUT SOLID W/EPDXY GROUT EXISTING n- u o SCALE - 3/4 — I -0 I CONT. TO GUT ACCESS nvP. z Locanous) RPIUT SPACE ro 13 4 X'2 9 I I AREA TO NEW CRAWL I 5PACE n �, a tD I F ' I IXISTING 2x6 F.J. Y PLOT PLAN — I @ I�,O� mIQ SCALE 1, , qm'_m, I r• 2X8 CCA D.J. u 0 IF SITE AND ZONING DATA Exi@2 3x8 FJ ZONING R-QUIREMENT5 R-40 EXISTING CONDITIONS PROPOSED CON6TRCTION �O'6' @ 16'PC UNDERPIN EXISTIN7.1 G FOOTING EXISTING 2X6 P.J. AS PER 100-244 N I NEW CRAWL SPACE A5 NECE55ARY FOR NEW @ 16.O.C. .� CONSTRUCTION :q EXISTING CRAWL 5PACE LOT AREA MIN 40, 000 SQ FT 13,635 SC1 FT 13, 9135 9Q FT FRONT YARD SIFTIBACK 35 FT. 2 Fr. 2 FT, I f' I n1u' REAR YARD SETBACK 35 Ff. 33.a FT. 33. a Ff. o m SIDE YARD SETBACK 15 FT. 3. 1 FT. 3. 1 Fi. I I EXISTING CELLAR ^^ ioTAl. EfOTN SIpE9 25 FT 106 FT 106 FT MAX GROSS RLOOR AMA 20 % 3314 BF. 11.4 % 2110 Sr, 10'0 I 2X8 g*. A D.J. MAXIMUM 1$IGNT 35 FT. 15 FT. 15 FT, /A^F I I IKEX15TING(4)2X4 GIRDER a s w TO BE REMOVED COMPACTED FILL I •: L----------- n3 mQ • • ti^,1 -. . .. . . ; •.••. `..• �..^ IXISTING 2k6F.J. ps :f � Ex1snNG'O.s,a F.J. A. MATERRIALS L _____________ @ 16"O.0 @. mI PS 16C I. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE GUTTING OR EXCAVATION OR N R SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE (BORROWED) SHALL BE CLEAN BOULEVARD 7-? �'�^ 12'-4" SAND, GRAVEL, EARTH OR A MIXTURE OF THESE CONTAINING NO 013'rANIG MATTER WITH A MAXIMUM SIZE OF FOUR INCHES. PLANNING EAST, P . C . 1 1 j 1 2. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR 'BANKRUN' ARCHITECTS ENGINEERS L__J I I GRAVEL FROM SITE OR'� SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED A L-- 3 1/2'5TD. WT 5TEEL PIPE SUITABLE BEARING MAVERIAL FOR THE FURP05E OF SUPPORTING THE SLAB ON GRADE 32645 MAIN ROAD 6, I COLUMN TO RE5T ON MINIMUM BEARING CAPACITY TO BE TWO TONS PER $0. FT. CUTCHOGUE, N.Y. 11935 v 2'-0'b x 2'-O'x I'-0'P.C. FOOTING OF ALU Telephone Fax 2-0' n3 m � B. COMPACTED BACKFILL 631-734-2011 516-538-4090 EXITING 2X6 F J. " EX15TING 3.8 F.J. m 16"O.C. m1 @ 16,O.C. I. PROMPTLY BACKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE WALLSNI� a d ITEMS BEND LL HANE BEEN TESTPRODESIGND DOW BAWIWAvF ATTAINED FULLTRENGTH AND PIPING AND OTHER Internet: www.blvdplan.com 2. BACKFILL AND FILL TO NEW SURFACE GRADES AS REQUIRED. IF SUFFICIENT SOUND AND APPROVED FILL MIATERIALS AIRE NOT ON HAND TO COMPLETE FILLING OPERATIONS =Im Puna ,oro mcar r mm am Immum rs " Mama TO REQUIRED GRADES, PROVIDE SAME. AND AC�I70 PROMre! oaneo PL94MG spar P.C. 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED 28'-I I' IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: A) BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE DATE: 4-3-01 SHALL BE STRIPPED OF ALL ORGANIC GROWTH, WOOD, RUBBISH, DEBRA$ AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. DR. BY: R W L FOUNDATION PLAN AFTER' STRIPPING, THE GROUND SURFACE SHOULD BE COMPACTED SCALE - 1/4"= I -O" TO THE DENSITY DESCRIBED BELOW. 1V SCALE: AS NOTED B) MATERIALS FOR FILL SHALL CONSIST OF CLEAN GRANULAR SOIL p I CONTAINING NO DELETERIOUS MATTER IT SHALL CONTAIN NO 0 CHKD: J.S. PARTI(CALES EXCEEDING 4' IN ITS LARGEST DIMENSION, BE WELL s GRADED AND CONTAIN NO MORE THAN 12% BY WEIGHT OF MATERIAL NOTE: PASSIMWT THE NUMBER 200 SIEVE. CONTRACTOR TO UNDERPIN ALL EXISTING FOUNDATIONS AS NEEDED FOR COMPLETION C) FILL SHALL BE PLACED AND COMPACTED AT ITS OPTIMUM OF NEW WORK MOISTURE CONTENT, IN UNIFORM LAYERS NOT MORE THAN ONE FOOT THICK AND EACH LAYER SHALL BE THOOUGHLY COMPACTED TO A DENSITY OF 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM 01551 (MODIFIED PROCTOR DENSITY). FIELD DENSITY SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS MADE IN ACCORDANCE PROJECT NUMBER SIT NUMBER WITH ASTM Di556 (SAND CONE METHOD). FILL SHALL NOT BE PLACED WHEN FROZEN OR ON FROZEN SUBGRADE. 201051 01O5 1 WINDOW/EXTERIOR DOOR SCHEDULE ADDITIONS WINDOW N0. OF DESPE DESCRIPTION ROUGH ONING REMARKS & ALTERATIONS ' DESIGNATION WINDOWS a a A 11 5 TW24310-2 4'- 1 1 13/ 1 G" x 4'- 1 1/4" 'TO THE 4'x6"P05T TO FOUND, B I TW24310 2'-6 I/8" x 4'- I I/411 BONDARCHUK ® T2 0 0 0 o C I TW24210 2'-6 1/8" x 3'- 1 1/4" o MASTER ®® RESIDENCE M 24w ru cl- /2 u BEDROOM 0 I FWI16068APLR 6'-0" x 6'-8" " @ U HARD w WIRED c osET� E 2 fWH 21 G85 2'- 1 " x G'-8" OTE) m SMOKE DETECTOR SECOND STREET G ti 3/4"x I PARALAM r, F I FWG6068R 6'-0" x IS 8" k1 —STRUCTURAL 8" PA - - za-o" I e-o - G I AFFWG02 5'- 1 1 3/4" x 2'-0 1/8" SHOULDER o°WIN OWNING ONLYS FOR;it NEW SUFFOLK, N.Y. d u p d . Y.� O xGQ- w w o o CL05ET 0 �, ,IZ 110I a Z. H 2 CW 15 2'-4 7/8" x 5'-0 3/8" 0 P05T ® 2 ,Q m ° 1 TW20210 2'-2 1/8" x 3'- 1 1/4" ® 4M6" P05T - G 4 S.C.T.M. # 1000 - 117 - 7 - 24 N i TO FOUND. AI 6 ____ J I A21 -2 4'-2 114 x 2'-0 5/8" MASTER zxb R.R. o.c. \ BATHROOM O REVISIONS DATE; q 2xa c.J. @ I6^o.c. m O CAST IRON RAILING Z N � EM/U5T FA4 I r TO WITHSTAND 500 TO Daum HOE. LOAD -AS PER ® I a-I" 2' ' -6' S'-a 4'-8" N.Y.S. GODS 26 -A00. N eEDRDOM — 0 Ar}IROO 0 \A 4' V.TR ROOF w 5 fH HARDWIRED i� Y SMOKE DETECTOR N NFlN-SKNC>�li I\ 2s I 26 7fifllNtlOR I (2)2xl O CEDAR GIRDER4'X6"POST ' HEB'GA59 PAN WIBOOR --r--- TO FOUND. 26 § WASryER ORNN iO Bf INSTAIIID iu I I I I r I -T--_-,----- ,� J� N#ATHWAMWIDINE ti I I q�Ikw I 1 I 1 - 1 1k'v 2x8 RR. @ 16.O.C. 12'- ' 3'-2' B'-3' t? 1 I 1 KIT p-Ik'v �2'Y �Ik'v 00 2"B C.J. @ 16"O.C.'• KITCHEN LAUNDRY DRYER . VH17®TDBTFPpR `"I I.- DRYER TO OtN 1 I I LAVI 1 i I 1 WA6HER CABINETS BY TUB' N COVERED_POOTHERS_RCH © OTHERS I 2, 1 rki-ji FIN 15i FLR CONT TO CONSTRUCT LATHE RAL26 I 4'LB 2' 41 LB 4'LB 1 HALF WALL AT EDGE OF ( TO 5LDA A APPROVED q' COVERED PORCH TO ACT CEIUN 4 EANITART SYSTEM 1 I 4 41.OD. Sp A9 RAILING FAL PI OI ',f'T.MM(T1P) 15'-I I" $ 12'-0° y - --------® BEDROOM ® gyp_ CD. CELLAR N �' N � 4'BOND FOUNDATION MT. m PLUMBING SCHEMATIC `T S 2x6 R.R. @ 16"O.C. g FOUNDATION 2x8 C.J. @ 16'O.C. (1YP' 80TH 51015) CATHEDRAL 2x8 R.R. @ 16"O.C. jN CEILING 16'O.C.�� N.T.S. 53 yy v O 6 i2 ® a V I N � � a I U VALUE CALCULATIONS SUMMARY OF TOTAL THERMAL RATING EXIST. CHIMNEY b TO REMAINO (2)2x10 CEDAR GIRDER © - N ROOF/CEILING IF THE TOTAL THERMAL RATING 15 ZERO(0)OR GREATER THE OUTSIDE AIR FILM R • .11 PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIER W/ 4x4 P05T TO iNE ENERGT CODE. THERMAL TABLE 2'4" 4'-I I" 2'-4" r45i0N COMM ASPHALT ROOF SHMGLES R • .44 AREA U-VALUE RATING U5m HALF WALL WITH BELOW �MNAT ND 50 FELT R - 06 A. WALL ASSEMBLY BOULEVARD `^ COLUMN AT END 2x8 R.R. @ 16 O.C. `o ar.BOTH 51015) x,' 2x6 C.J. @ G^O.IC. lit' PLYWOOD SHEATHING R •'b2 AI. NET WALLS IZ53 .4 Y IDR 140 6-1 PLANNING EAST, P . C . 0 d `=' iso QA 6' BATT INSULATION R = 19.00A2. GLAZING 153 + 32 -31 b-I ARCHITECTS ENGINEERS o 2x8 R.R@ t6'o,c.' �, - (FOIL FACED) 0 2x8 C.J. @ 16'O.C. • � A3. DOORS 20 * .01 2 6-I ® m Irz' GYP. BD. WALL BD. R = .43 32645 MAIN ROAD N LIVING ROOM go INSIDE AIR FILM R x b8 SUBTOTAL THERMAL RATING FOR SECTION A (AIM,2+A31 fa III CUTCHOGUE, N.Y. 11936 _ - -" "-- N ;P `"� g 93% TOTAL R III CAVITY R = 21.40 U • P)5 1% TOTAL R f RAFTER R • II.46 B. ROOF/CEILING ASSEMBLY Telephone Fax FLOOR/UNHEATED SPACE BI. ROOF/CEILING 1,454 W 046 0 6-3 831-734-2011 518-538-4090 44 P05T TO 62. SKYLIGHTS 0 t .42 0 6-3 I01fDRi,tEB INSIDE AIR FILM R = b8 Internet: www.blvdplan.com 1211 L4'w9l(1'M1MLR6UM HIR (2113N'�91I2'AN.9Dw4 ry0R .15' PLY T 4 G FLOORING R • I. 38 - SUBTOTAL THERMAL RATING FOR SECTION B (B1482) 0 © OA STILL AIR SPACE R = b2 Riff rune AND 10SC" TRINE Off MMIAMM Of NfRv a 5 I/2' BATT INSULATION R • 19.00 C. FLOOR A°v$EMBLY a nG�rROP111R W o � PUN,mo Riff P.C. GI. FLOOR 1,454 0 .046 0 6-3 4'-3' G'-2" STILL AIR FILM R = bl 9'-01 7-0" 2 P 11' 9l% TOTAL R • CAVITY R -22.65 066 U = C2. FOUNDATION WALL 37 I pED q DATE: 4-3-01 WALL PERIMETER E �('E Rp WALLS ABOVE GRADE EXPOSURE 0_EI f ,k� ;Lf .a DR. BY: R W L OUTSIDE AIR FILM R = .Il INSULATION DEFTLI B FLOOR PLAN CEDARe UF_ ,j 6�;,>NINYL !AVERAGE) R = b9 24' 4B' CALE: AS NOTED 84' FOOTING SCALE - 1/4"= I -0" TYVEK R • .06 Sl,, r', r, 1/2' PLY SHEATHING R - AS PERIMETER R-VALUE • �_ , EJ'�N'T''' ' CHKD: J.S. C3. SLAB EDGE INSULATION 31/2' BATT INSULATION R - 13.00 NOTE: (FOIL FACED) SUBTOTAL THERMAL RATING FOR SECTION C l0.O2�C31 DURING DEMOLITION, CONTRACTOR TO TAKE IR' GTP. BD. R = 68 EXTREME CARE TO REMOVE EXISTING TIN INSIDE AIR FILM R = b8 TOTAL T14EWAL RATING CEILING FOR FUTURE RE-USE. 85% TOTAL R • CAVITY R =,21.48 U = 01 . 111 5% TOTAL R • STUD R • 935 PROJECT NURSER SBEET NUMBER 20105 2 � 1� 6� 4 = ADDITIONS & ALTERATIONS COPPER 5TEP BASHING AR,DUND CHIMNEY TO THE BONDARCHUK RESIDENCE TOP OF PIATE - ELEV. +6'-0'�- SECOND STREET O C3 � INSTALL 6"FRIEZE BOARD NEW SUFFdLK, N.Y. AT FRONT ELEVAI IDN FRI 00 NEW CEDAR PERFECTION 5171NGLE5 W/CORNER BOARD TRIM INSTALL L 00 PROUND ALWINDOW, S.0_T.M. # 1000 - 117 FIN FIR5T FLOOR I ,>, REVISIONS DATE; I I I I I I I I I I I I I I I I I I I --rl------ --------------------- ------------ --------- -t-r---------� L-1.-----L--------------- --- --------------1----------J----------J i REAR ELEVATION LI '--------- --- - ------------ ------------------ ---I, SCALE I /4" " -----------------------------------------------' — — I —0— FRONT ELEVATION —� SCALE — 1 /4"= I —O" — -- J — I I I I I I I I I I -- ------------ ---- --_—_—� --_—_—_—_—_ — ------------------------- --� BOULEVARD , L---- ------ ------------------ --I ----- --- ----- ------ ------- --- -- - - __—_ PLANNING EAS`F P . ,(-,! . -- -------- --- I — ' ------ ----- --- ----- ---- ----- ---- — --- ARCHITECTS ENGINEERS --- --------- L____ 1 - 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 LEFT SIRE ELEVATION Telephone — Fax SCALE — 1 /4"= 1 -O" 631-734-2011 5t6-538-4090 Internet: www.blvdpl,an.com TOP 01`PIJnTC -— —— -- -- T—__------ — -- -- ------ AND PUNS AND BPECIPOF HO 6 ARH pPUNNIING H SP P.C. N AND AiDt TFIR PRDPRRTY OF RDVLRVARD PUNNING 8681' P.C. ____ __ ___ _ -_ -.- p1pRp1GffiN15 MWL RE PROSRCV2R. i� � � � � � � � � �,Eo .�/• DATE: 3-27—U1 c DR. BY: R W L F SCALE: AS NOTED � - .) � � �i � . � � •fid' PIN PIR5T FLOOR wa,14- ---- ---------- -------- ^t�. I I --- Nr-------I--------------- ----'- ----------------------� I I PROJECT NUMBER SHEET NUMBER -- - -- ---- --- ---- - —.. --- ---- --- --- ----- ---- RIGHT SIDE ELEVATION 20105 3 a, SCALE — 1 /4"= 1 -O" — •— CONT RIDGE VENT n 3/4". 1 17(8'PARgI,LgM ADDITIONS STRUCTURAL RIDGE I / RIDGE VENT I 3/4x VXGr•' ^ ALTERATIONS 3/h"+ 117/$'FARAUAA4 I/�1 ' /-STRUCTURAL RIDGE TO THE TYPICAL ROOF CONSTRUCTION _ 235#ASPHALT ROOF EHINGLE5 QV ER 15N 12 ROOF 2X8 ROOF F R PLY ROOF DECKING - -- �a TYPICAL ROOF CONSTRUCTION / BONDARCHUK SHEAtO F 2X8 ROOF "FL ERS @ G"O.C. __ 235N ASPHALT ROOF SHINGLES OVER 15# I2 2XG COLLAR TIES ROOF fEL1 ON 112"PLY ROOF DECKING �j T 3 /- @ i 6"O,C \ / SHEATHING 2X I O ROOF RAFTERS @ 16"O C RESIDENCE TYPICAL ROOF CONSTRUCTION 2XG COLLAR TIES 235#A5PHAILT ROOF 511INGLE5 OVER 15N \\\ ROOF FELT ON 1/2"FLY BOOP DECKING @ 16 O.C. 5MEAT'HING 2XO ROOF RAFTERS @ 16.O.C. TOP Of PLATE -EL-EV +8'-0" r---ice in _- TOP OF FLAP \ ELE"+e - - SECOND STREET MASTER 5LDRQOM NEW SUFFOLK, N.Y. TYF, WALL CON5TRUCTION TY . oA @ e o c wr Mi GTIOM _ TYP. WALL GONSTRU 2x4 KITCHEN BEDROOM - - '� ro 1/2" PLYWODU SHEATIIWG W/TYVEK UNDERLAYMENT 4 ITVEK UNDERLAY{NENI N. R-13 BATi' 1N5UL 2r4 STUDS @ 16"O C. W/MIN. R-13 GATT INSUL I/2"GYP BD FIN. I/2"GYP BD. FIN. FIN FIRST FLOORCr �- TYPICAL FLOOR ON5TKUCTIONS _ .C.T.M. # 1000 - 117 - 7 - 24,� FLOOR FIN15H AS SELECTED BY OWNER _ ELEV +O'.O" J 7x8 CCA D.J. @ 16"O C _ ON. FIRST FLOOR OVER 3/4'1 4 G PLYWOOD EUBFLOOR, ' SCREWED 4 GLUEU'TO 2x8 FLOOR JOISTS A T I G"O C. (TIP) [OUNDATION WALL CONSTRUCTION -- GRADE REVISIONS DATE; 8"POLlRCU CONCREIC WALL ON +1XIe"I,oLACLI USPouREDGaucRETE FOUNDATION WALLGON5TRUCTION q = .. FOOTINv PLACti 1 OM UNDISTLJRBCD SOIL EXISI INC CELLAP. p, m i �--- 8"POURED CONCRETE WALL ON ro n p --- 6"X 16"CONIINUOU9 POURED CONCRETE SLAB CONSTRUCTION FOOTING PLACED ON UNDISTURBED SOIL ' SLAB CONSTRUCTION 4"POURED GONG. 51-AB OVER 6 MIL. POLYETHYLENE VAPOR BARweR ij -1"(OUREU CONI.. SLAB OVCR 6 MIL ON WELL COMPACTED POUROU5 FILL 1 POLYP„TI1nENE VAPOR BARRIER 014 WELL COMPACTED FOUROUS FILL J i 1 BUILDING SECTION 2 BUILDING SECTION SCALE - 1/4" II -O SCALE - 114,1= I -O" 36" ROLL ROOFING AT WOLEAST H NE GENERAL NOTES LB OD DECK.\ / I/I G" SHEET NEOPRENE --- -��-'-� -- T, `I , EACH STRIP TO EX- TEND AT LEAST 12" L CONTRACTOR SHALL CHECK ARID VERIFY ALL CONDITIONS TO THE SITE 'i BEYOND CENTER OF PRIOR TO STARTING OF WORK AND HE 8HALL FAMILIARIZE HIMSELF WITFI 22. ALL 1ODR JOISTS SHALL BE LATERALLY SUP MYR ED BY BR DGI A OR ALLEY THE INTENT OF THESE PLANS AND MAKE WOW AGREE WITH SAME. BLOCKING f INTERVALS NOT FXZEEDING EIGHT FEET / / \ ° 2. CONTRACTOR OR OWER SHALL OBTAIN A BUILDING PERMIT FROM THE 23. ALL FLASHING SHALL BF. ALJ11NiP-1, TO CEILING JOISTS D G"O.0 �-"'� TOWN GR VILLAGE PRIOR TO STARTItYs UIORC.(IF REONIIREDI 24 ALL -- --TO 6E SET AS CATHEDRAL CEILING �/ RAFTERS SHALL BE ANOIORED TO FRAMED WALLS WITH 'HURRICANE _ _ _ CLIPS' * 16'ON CENTER �i _ 101'Of PLAC ° - 1-U, J7Y-P- - "-' UNDERLAY_ 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED AFPROVALS, PEWITS, 25,ALL INTERIOR DOOR$SHALL BE STAIN GRADE W-8' HIGH X -3/8' MENT -EXTRA NAIL IN END CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC„FOR WCRdC HICK X gPDTH A5 NOTED ON 'PLEAT WITH APPROPRIATE HARDWARE. ALL F'ERFOR'ED FROMI A,GENGIES HAVIWs JURISDICTION THEREOF. DOORS SHALL BE FINISHED ASPER OUNER =YI _WALL CONSTRUCTION ° O\ STRIP 4. ALL WORC SHALL CONFORM TO THE NEW 70PoC STATE N FORE FIRE 26. DO NOT SCALE'DRAWINGS, WRITTEN DIMENSIONS yUFE CEDE SCALED /2" PLYWOQCJ SHCATHING VV/TYVEK UNDERLAYMCNI J' 2Y M1 5TL1DS H? G;'O G VVI MIN, N. 3 BATT IN- ',i ri o T ° ° c �� PREVENTION AND BUILDING CODE AND ALL MILES AND REGULATIONS OF THE UIMEN51°N6. ARCHITECT HA5 NOT BEEN RETAINED TY)R ON SITE V"' GYP 6D. FIN ,;-Ick n TOWN OF SOUTHOLD MSPECTION9 AND/OR 05SEFZv,V'IcNs OF- 11-C CONSTRUCTION. 'h ° `9 . E COURSE C4 CONSTRUCTION A CONDITION EXITS WHICH =T. DRAWINGS AND SPECIFICATIONS A$ INSTRJfI'1ENT6 OF 6ERVIGE ARE AND 5IF IN THOF T HE PROPERTY' HE ARCHITECT WHETHER THE PROJECT 4 DISAGREES WITH THAT A5 INDICATED ON THESE PLANS,114P CONTRACTOR SHALL REMAIN T rl ` SHALL STOP WOW AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOR WHICH THEY ARE MADE 16 EXECUTED OR NOT, THEY ARE NOT TO BE TYPICAL F'L_ OOT\' CONSTRUCTION FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL USED CTL ANY OTHER PROJECTS OR EXTENSIONS t0 THIS PPdOJECT EXCEPT / FLOOR FINISH AS SELECTED BY OWNER -� ASSUME ALL RESPOJ5I5ILITY AND LIABILITY ARISING THEREFROM, BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ' OVER.3pi"T d G PLYWOOD SUBFLPOR ARCHITECT, FIN T'lit_�l f1,00R / 5GP•EWED 4 GLUED 1'0 2"8 FLOOR 6. GRADING AROUND NEW CONSTRICTION SHALL SLOPE AWAY AND BLEND INTO ! E.LEV. N O'Q' - - -_ JOISTS AT I G"O.C. (TYE.) \-SII EXISTING. 28. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK ABUTS EXISTING WHERE EXISTING WALLS ARE REMOVED GRAVE ___ AA rr ° T. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-51TE CUTTING OR OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS,PRIOR TO k' TYPICAL �1ALLEY Dh11'11 L 6OURCE5 LOCATED AWAY FROM THE cONStRIJCTION SITE lBORROU/Ep), REMOVAL.OF EXISTING WALLS, CEILIW° BEMIS, ROOF RAFTERS, ETC, FOUNDATION WALT- CONSTRUCTION CONTRACTOR 6HALL BRACE EXISTING AS REHIRED UNTIL NEW HEADER AS o ? -- SHALL 8E CLEAN SAND, GRAVEL, EARTH,OR A MIXTURE OF THESE SPECIFIED 16 INSTALLED. CXiSTING 8" CONCRL-'IE BLOCK,WALL ON CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR ! - -- 8"X 16"CONTINUOUS POURED RBED SOIL ire" INCHES. 29 CONTRACTOR SHALL REROUTE AS R EOWRED ALL EXISTING PLW-BNG, -T- F00TI?IG PLACED ON UNDISTURBED SOIL SH NCxLE RIDGE -RIDGE VENT 6. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED ELECTRICAL,AIR-CONDITIONING, GAS'- P\� SAND OR 'BANKR.IN' GRAVEL FROM SITE OR SOURCE APPROVED BY WITH NEW CONSiRJAND HEATING LUES WHICH MIERFERECTION. _ THE ARCHITECT AND APRTfW3 T BEARING MATERIAL SUITABLE BEARIMATERIAL FOR BOULEVARD A�D THE PURPOSE OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING 3@. ALL 'MICRO=j.AM' LAMINATED VENEER UMBER 70 BE DOUGLAS FIR AS `I SHINGLES' a CAPACITY TO BE TWO TONS FER SO, FT. MANUFACTURED BY TRIS JOIST CORP.OR EQ!IAL. SIZES A5 INDICATED ON _ /7PLY PROOF 9. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A hIMIMUM SOIL WITH MANUFACTUTURERS!NSPEGFIOATTIIONS AND RECOMMENDATIONS_S SHALL BE IN STpjCT ���CE PLANNING s EyAS�rT, P . C . FELT 'PAPER 61-IEATN NCz (TYP.) OF CO E CF 2 TONS PER 5QFT.AND SHALL FIAVE A MINIMUM OF 5-@' 31, ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED ARCHITECTS ENGINEERS 3 WALL, SEC_T'ION P COVER SHALL BE WMFECIN STRONG-Tlk CONECTORS' OR EQUAL AND SHALL BE T @. ALL CONCRETE SHALL BE 2E@@ PSI CONCRETE P 28 DAYS. CAPABLE OF HANDLING LOADS* CONNECTION POINTS INSTALLATIONS SHALL 32$45 MAIN ROAD SCALE - I /4"= I _pl. _ FTE U. DESIGN LOADS: FIRST FLOOR - 4@I'/5F LIVE LOAD BE IN WITH MANLFAGTURERS SPECIFICATIONS AND CUTC1 OGTJE. N.Y. 11935 \ 4 r _ -_. ROOF - 30'/SF - LIVE LOAD SECOND FLOOR - 30-/8F LIVE LOAD 32. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO 541E AND AROUND Telephone CEILING - 3@O/SF - LIVE LOAD ALL OPENINGS. Fax $$1-734-2Ql l 516-538-4090\ SOLID CAP RIDGE 12. DESIGN TIMBER STRESS - DOUGLA5 FIR SOUTH,NO.2 GRADE Fg " 33, PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWCOD BOARD $25 FSI,E = U00o@@ P61. / `'-p RIDGE T ,{� ]'�;�T'7� 7-p B. ALL HEADERS SHALL BE (2)VXW' * 2'X4' WAILS 1 (3)2'XW' WALLS 34. ALL STRUCTURAL STEEL SHALL Be A-36 STEEL AND SHALL BE Internet: www.blvdplan.com T E r ICAL RIDa...9E V Si1V 1 DETAIL a 2'X6' WALLS UNLESS NOTED OTHERWISE. INSTALLED AS PER ALSO. SCALE - N.T.5. - 14.ALL HEADERS SHALL BEAR ON 45<4' POST o 2'X4' WALLS OR 4'Xb' 35. ALL DRYWALL SHALL BE USG NATIONAL GYPSUM GO. !/2' THICK, ' FLAT PAN POST a 2'X6' WALLS UNLESS NOTED OTHERWISE. TAPED AND SPACKLED THREE COATS. TH E PUNS AM 02C A'nbNs Asa WRMU EM or s8gv m ANIpu ABs T® PpG I Y A HGW.aVr PLk"LNG PART P.C. C ALL COMPONENTS SHALL FOUNDATION ANCHORED AND C O FFUCVENT urlgTvcsTmrPs RU.L Na PapSRCUTISp. CONNECTED FROM THE ENTLAERA TO THE ROOF TO PREVENT 36. ALL DRYWALL SHALL, BE PRIMED AND PAINTED (2 FINISH COATS}. COLWIND FO C S- PERMANENT LATERAL MOVEMENT UNDER -// WIND FORCES- 16. , ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE,A6 SELECTED BY ALUMINUM S-I"EP % \ 16. FASTENERS AND wNNEcToRs TO FLOOR BEAMS AND BRACING DATE: 3-27-01 / SHOULD BE OF CORRASION RESISTANT MATERIALS AND SHOW NO 36, ALL FINISHES (INTERIOR AND EXTERIOR)SHALL MATCH EXISTING A6 FLASHING % EVIDENCE OF CORROSION OR DETERIOATION UIHICH MIGHT REDUCE !3F_D Ai 9 /// }�.` CLOSE A6 POSSIBLE. S �a -�-� / / G� THE ABILITY OF THE 9TPo,IC7UR,E TO RESIST WIND EFFECTS. - / -ROOF RAFTER 39. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWER re c�" DR. BY: R W L � � �-' 11 ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL s LTA ' WIND ANCHORS, AND TRU55 PLATES ARE TO BE HOT DIPPED GALVANIZED. _ HURRICANE IG,4NE CLIP NAILED 4@. ALL PLUMBING suALBE INSTwcT CONFORMANCE wi44NEW,YOW, SCALE: AS NOTED I8. GABLE ROOFS SHALL SF_ STABILIZED BY INSTALLING 2x4 INCH STATE BUILDING CODE. THE NEW FIXTURES INTO EXISTING SANfTARY �:"�' ,fir '(I TO RAFTER E PLATE _ BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH GABLE END FOR A DISTANCE OF 8 WET TOWARD THE BUILDING SYSTEM. INTERIOR FROM EACH GABLE END. (2)2'X4° TOP PLATES 41. CONTRACTOR 6HALLDETERMINE WHETHER THEEXISTMG ELECTRICAL CIII{D: J.S. 19.EXTERIOR GLA55 FANELS, WINDOW5 AND DOOR6 SHOULD BE SERVICE IS SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL ME IN SOUND CONDITION, SECURELY INSTALLED AND CAPABLE OF ADRIFT THE DIENER ACCORDINGLY. ALL ELECTRICAL WOW 8HAL4 BE BOARD 4 TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE. OF Fllc'E UNDERWRITER APPROVED. INSTALL A9 PER OWNERS DIRECTION G 2@. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALAFN ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN GRICKeI G 'j/, DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. WALLS F'1210R TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE I` CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS,AND/OR =' TW__ 2L MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING CEILINGS. VERIFY OUTLET,9WTOi ANO LIGH'RIWA L S, PLON6 WITH SII TWO-PIECE CRICKET WITH \ !% MEMBERS AND FIREPLACE OR CHIMNEY MASONRY OWNER PRIOR TO INSTALLATION. LOCKED AND 5OLDERED SEAM 42. EXISTING CONDITIONS INDICATED tI - URE FROM FIELD MEASUREMENTS TAKEN ON 8/1811000. ALL DIMENSIONS ARE BASED UPON VISUAL OBSERVATIONS. ARCHITECT MAKES NO REPRESENTATION A6 PR^OJECT Njl$ R y HEENUMBERCHIMNEY LASjVWITH CRICKET TO THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ' TfII[JRIrICANE CLIP DETAIL CONSTRUCTION NOT VISIBLE ON ABOVE DATE, C'<kL 20 1- 05 /� .„. ....._."...,..-.•.�..�-v....,,...w..�..�......-���.v�.........�.e�m,,,.......ewe..,.."...,....o......o.,M,..,e�....o..=•„.�.�..�,.,r.,. N.T.B. "t I �I 7� N651 IN G _0 ADI Irl 2)X4 WALL STUD v I G" O.C. „ alb: ? , / ° �� y II IVJN q;�P11AL"( 4) 10. 3' - s Ile" R- 13 BA1� wsuLATION �RNc�vnr - ,n o THE � � �R Q �: I I _" GYP. BD. 3 COAT �- rACE lIT —ql 7 P-, : t�N�f� AND SPACKLE ��J ! ! " N5,REBPFr IG" O.0 VERT .- . I/2" Gf,`1X PI_Y1NU. SFIEATFIINC� ��` � j �yPIN EX15rING FOUND Y N i`•_E IDE ��. _i 0. I' 1 .� GRpur 5OUD W1 rfOXYGROU EW 5LAE3C1Y,F. 2 L.00A4'IDM{51 ' lrl ON GRADE 2X4 P AT[ ;{ + orJ SEC I n�I - � ' S ,! 1 . ALUM TERMITE SI11EI_D LII 3/4" T � G PLYWOOD FLOOR, WTING GARAGE 5LA5 ' �Im n'd15rIeL) PLR. �I 2X8 FLOOR JOISTS C./l NEW �E SU / � 16 REMAIN 1V Li V�� IJ V�a d''����^. . f' I 'I A; R- 19 FIBERGLASS BATT _ INSULATION CnNT. SILL SEAL jlr,l PINISIIED GRADE U nL L covr 1-11 �. � I J "' LL ?_ X 8X 6 CCPIM ASILLPLATE VWj p 77-7-7 --�—_ U2" ANCHOR BOLTS_ o r. I III'I II . MIN (n I 36 0 of F II' I 8'-O' O.C. MINI O" FROM ° r! t eI ! CORNERS EACH 'Al - III I CXISTINC. 5 r n . r L BITIJMiNOUS W.CRAWLSPAtE lu DAMPRUOPING l l II 'i , , ',:. i 2" P.C. SLAB OVER C MIL. ai I sTOKr 3ts.L,r� = AS PER Ofit NEL( CM�IANGILS 4-26-01 i NFsu-el,lcr sFP POOTING A5 REQUIRED I,, . ro NEW CFAWL 5PACE o ! POLYETHYLENE VAPOR. N of OCON51"FLO'NEW CaLo I , I,-CRAWL'3FAGE a.N ' L i',I I!!II T A5i'E2SOLfl'H(li„l) 632-(?1 I 41._ FACKPILL Ill I 1 ' BARRIER 2 EN{Yii�t#CE , I VENT i.o In n- i,. x i0 4 3 Ir) s VC© I I ,- - . .. .. - : r - q BUILDING DEPT. - 8 X 1 6 CONT. P.C. FTC.G. ' '' n - --0NAERPINeXIsrINGPoorudG i li,', !I ;l:',,I , 1 0„ t ASPN,itl'IF.LD 2-�-02 ” . � ° _ pY>• P 3. I ^I 93° I ' I `�n� flRN'E.CWI(d5'Y I ' AS NECE65ARY, FOR NEW j ' I ' , II �I,'I II, lam ° I� I� _ILII - CHANGES z IRON TE CON5TRUC1rON .'I , _� 101 6"2' I , �°'� I' � l I ,III II Ij II! I I i li -I 6" WELL COMP. POUROUS FII_I_ 0 11 y J 3 \ u �Gt(iglM"5�A - -PINf 'F3API}�BOUOG TO III " .. I I ( _ �VWI' VCN'f - G ; GROUT 5O�1DW)rl GRWur', ' FO(1511NG �� O ' caNr raCUT AccesS Y . 2 OGAnONs) W cR WL-sACE �I� ; TYPICAL, CRAWL SPACE DETAIL " I KING STREr'T 9 1 AREA'TO NEW CRAWL” E d �, -. - � II_ E rx15TING 2xe r.J. ��� � �I SCALE - 3/A — I -OIL � � srgce L I I, 2xB GCA D.J. (,-, U PIN EXI5TING FOUND.TO NEW Wl + PLOT hL .�'� b 4+J 16'1q'C. '• I - !•u N5 R.t'E7AR @ 'I G'Cl VERT. " !EPDXY GROUT l I P GROUP SOLIU'N (1YP e La'GATIONS) uNoeRPIN rxlsr roT NG T' LXISTING G F I DATA ssAaY NG . 4 1 I I .NPW G^RAWL SFA S I �c � FOR Q f G"O.C. r Exi rTING 3xb F.J. I ZONING KFQILIIREMENI5 p l5 O.C. AS `TP 100-244 r .j a ' GoNS[RucYIaN �I$ I 101 AREA MIN I k U' I II I �I� �� � � exL5fiINGGRAWLS�ce, I � I I I I � a EXIPTING CELLAR , pp I &a OCA(J.J EXI5T NG t!k12x4 GIRM I I I TO tl REMOVED I, D FILL u X10 COMPACTED . .� 1 m U1ING ofd ERRIALS -r .._.. I EXISTING Px6 F J' a jr . L � 19 O.C. A. MAT :. I Nc -. 7 - T,b' .. as V 7 T 1J� V LLQ V A1�I) f ,� I � � PLANNING EAST ., P . C , " 11 I 3 irze9ra w .T.§teGLileE a . n I' ARCHITECTS ENGINEERS [NP.IItS I ,, - - I GOWMNTO.ItE5r ON. ,- 1 --CPA i'0"P'C, Pw G .4 'f f' AL11\I 1',L °I I N q -I - ( I '1 t'II bill , lV I1 1 LL I – I - 1 I� Illnnl� I i7 I I 1 11 TING , i IN -0cF,�d � B. COMPACTED BACKIFILI_ %dal lull ; Ir yah - 10 '.1 �t� . ' .I II jl .; I .II IIS I N� iA! � I� I I "I � I, :' . ` .. . NI � °— j II I III I _ I n, � L j I_ l II III I, � fl, llrlr`T'ILI�L `,�,IW hL,nIl11�,LL I�I ,z,'1 Ili 1' i :.� I, ;I � K�. , ' � IY:'AI Ip NI. VP, I"I'I:i 1 VI 'I ,r I 'kI Iln VIII IIl M1I IF IdAf N - V. I 111 ILII INIIIIIA' I IUUII 'VI11 k,., . y I l I I JfIL VA11 N1 \1111 Itr !1 LILI Illl d-IIP , Il,vl ,.d II I " I.� 11n „I , ,ld 1 11 r �./L�iL-LAN ' 1 Q I.• 1 II y 1 S 1l,li: A` A°)`I'IJI; 1 1 _ l4%;/�t�+ - I{�m='. I 'w I III' '6 , ' .I III .� I I I `I1 _ " I sem C1ICl1: d. I 5, 1 I,'1.Ir 1 I' I ' - IILII If1 1 �il 1vlII 1411.) 1 'I .. I , 1111 I'd I IN ALL IBNCa {r IQTFtI'AI�P PJCI . N���, I'1 , III 111 III t}tJiI�buNS A'$1,° �P1EI):POR GUMPI N pD NE1 WAK IJ il, :1 1 I it III I. ' ILL �) '1,16 .-..,..__..._..._.."_ ?,I I + II,"PhI(I PROJECT NLIIII SHEET NII'IPCB I� 20105 1 , ' rI .W - 4. yr 1.,6:, WINDOW EXTERIOR AOOR3CHEDU LE - IADDTIONS DE5CRIP110N .- ROUGH OPENING _— REMARKS . - ' ' WIN NO. Of • _ MIGNATION WINDOW5 I � � � � T�, ' RAS'�C�!!�+ _S � AI, � as"PosT ( A . 5 TW24310-2 4'- 11 13/ 1G" x4'- 1 1/4" TO -THE - ' - - - „ . TO FOUND. -� 2'-G 1/8" x 4'- 1 11411 6 f TW24310 ��' TW24210 2'-G 1/8" x3'- 1 I/4" , N RESIDENCE nna�tER I j - - - - -- - - - - - - FENCE _ 4` 0 into I r D I FWHGOG8APLK G'-0" x 0-81. y ro:� a - k`� I P' � �� lit m� `kOf ' I I E 2 FWH21G85 21- II�'x 6' 8" j w HARD wlRrcb,' cL cr I - - - -- - - - -- - --' - - -- - - - - _1 s«LL I aia^ Mo rao F 1 FWGGOGSR G'-0" x G'-8" DP R m SECOND STREET 1 _ ARlunnp y�_ _ I UfV�L',R16iGE 5' 1 1 4" X 2' 0 8" Hi T OF ROIJO!I OPENINC, 15 FON �7�+{tT SUFFOLK, t 5TRUCY, NEW 4J G 1 AFFWG02 - 3/ 1% 5HOUIDEROrWIHDOwoNL; N.Y. ✓vI I 4 Icdr _ - ��, ' �lxaros v e) �O ° ��� C{o� w�, H 8" x 5'-0 3/8° N — - ' r4 � a � I I1 I I I I 2 CW15- 2-47! TO FlkINU j N II -�' 177 TW20210 2 2 I/8 x 3 1 1 /4 e 4'xG'POST j - - S.c.T.M. # 1{�Of - 117 - - 24 I TOPOUND. AI0 - 1 - - _ J I A2 12 4' 2 1/4" x 2'-0 5/5" T I . 'I. 'I i2N8RR ,fG:Or, al - - PE11St0NS D_1fi5'; L m� - ffzBCJ+ rp}-16`O C, �Id \ - - CAST IRON MING Q 11 �� L 'S �! _ EVAUfffAN 10 VATIYSTAND 50N 1 inl 3'-8 (` . I O'-0' b,¢GOR - _ --.-- -- -___ A5 PER OWNER CHANCES ` 4-2G-(1I OAD AS PER NOYSEC1aDE )� _ Id I �� __ 8101 26 �f - f 5TtR,OMy� AS PER SMT PLD 6.22-01 ( ED OM I Ha� o 1 _I I � .- � � � � I BI1,LL.I,�INCr'DEPT. �� � I �� aHrdpoM t m I • �n A$ PER FIELD -5- s q2 CHANGES � 11 26 I , rT Zel-I", ! glfRlCR it — i T CX15T.WINDOW I I � CEDAR GIRDER � - _ n9E@61A95 PPN WIfL00R �i ._ �� (2)2x1b 7D BE BLOCKED TOFt7U : ORIfN W/5E 11,5TLTHNf NDOW I A"x6f Pp81'' I I Oi WfA4HER URNN T0 5E INSTALIfU q 2.5 K.R. G"O.C. q w ! '� .� I i, 12 `I 'YY - 3-2 10 --'v- - - - I, .D SER TO BCKITChi "1 I I 1 k.fllrp a 1' ! b c _ 7x8 C.Je ® I G'O,C, '�' - I - CAioli0Y, DR EJRYER'. � X40 EtttRIOR �� I b� 4111J In{,� T I .I:� i 'I j cont To CON5�fG:l1CT �)��� OTHCR9 � ' I I_I ��. � . - .,,, li - -- �. 1 -iJq _ �t 1 w' _ . '1y' �i4 C 14M1FC ._ { '91"P - Ib.ti, r tl 1 4 .I 'GAVE RIiWAILl AT ED E OF A5R gOAORlEH TO AG1' , LS'-!-1 .. _ _ ._ . . _ _ _ _..,.' iv1 Iii l' 'xll ' I AS RAILING l IT � ,,A. QI 2:r6 R R @J I G �� �."�`T(I s) CATHFoRAL I PLUMBING SCHEMATIC t� 4x4 POST 10 � I rf 2x8 6 16 di- .. ICING / r_ I 1 _ 8x8CJ x. 16 O�.q.` I j RI�q. - I � U 22 y 1 i II,� r (2}2x 10 CEDAR GIRDER � ' � TOR MAIN' I fi u I II ':\i- I I CJC1911 GHIMNFX I II . , I' I'. I G'�t" a;o a t I �'+t I r; m. 1 r,r�I ,nPl� -I If - :la .v,' I. tori-, !I i II "NALPwAEEwTN gC4d oT�wAmesgARE COUJNTNATEND KR,p 1 G O C - ! �, - BOULEVARD 2x8 C..f, I'f;' OC -If 1 11 M"(A 11 ,1it11uc P 1 iILf y. Iu4 L. i iqq� w w 1�i ,Al tl: nlllll TPLANNING, EA' T, RC , OI I�k ". ,r 2xB 1218 �a IG'OC. 0� ' _ _ 91 "i uI - r ���,I ARCHII'ECTtiS ENGINFEI S, LIVING POOM ro�l it' pl' I j I I:n, Wnl . I+u .-1'' I :: �t I 4'i"' I f IIf)l'(IB. N.Y.3p " V'I'I I I '.'.II !P P11 rI iiAl :vr',:III v .; r o: - -II I� . _.I Pili :htillf4 Y. ':ID II L' I, /U TIP 11 It 1 1 it li T.II ;I 'TALI. III' ;Jdl III .':;, ', ISI 1 1l' It r lE7L11'Lr , bdti 1 of I1 I i '. 0{ l .)!I,tl i:SR' d0'J4} I t'1 164 POST TO j I III I !"" lila I' ,r L ' -�r '•..i'I , L -1$11 yA H91YCMICF6Lu7IIOR ' ftF5tONIbJ'Uttl14.211�N x9121WCR6WAlRR !,:I'! .;, 1 ', I 'I: It I' ;'+I I LI' + I lllf il'f Sf fx'W 1f1 U1_ Y)1t111.1 ^ry I IJTI lid 11, I_ 11 A 1 'HIES IUNh Ap VIIf1A lill"i MI IW If UWF.N1h of "I';MrN 1'1:1: AND AIM ITUL NitPR6"1 �PY l{(AIA.e:Vdk71 fTM1NNilrt,' PAST Pt . . 1 iN1rNNta AOLN11 Witt'"l16 I FI"ALt l T4yry. IT 'I'I . ISI P1 J, alr � 11, rAl4r- 0 1 37-11lr� I ,Alfr ji� r I't - / JI . It' ' - ill 1� 11 "� .'�ELC+ . PLAS1f - 1 ',Ibl , (r"+I L:',i�l ! 'I. _ LI ! � � S �J yy .I III:I 5CALE: R "' ' I ^01' .. lif ,,I' Fad: S. - - A � '}q - it], „ , � -'� + I - !'+111 1',�. '1 -{ il y r i . 'PTtOJT;CT 'Nt1MT38R S1Ik.RP� NCtM1J B. , k, • i I O 105 I