Loading...
HomeMy WebLinkAbout27557-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28533 Date: 06/21/02 THIS CERTIFIES that the building ALTERATIONS & ADDITION Location of Property: 55 VILLAGE LA ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 5 Lot 9.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 30, 2001 pursuant to which Building Permit No. 27557-Z dated AUGUST 31, 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 ADDITION, ALTERATION AND ATTACHED TWO CAR GARAGE ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EDMOND L PAPANTONIO & WF (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PENDING 06/14/02 PLUMBERS CERTIFICATION DATED 04/30/02 KING PLUMBING & HEAT. INC Authorized Sig ture 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. 27557 Z Date AUGUST 31, 2001 Permission is hereby granted to : EDMOND L & WF PAPANTONIO 55 VILLAGE LANE ORIENT,NY 11957 for . ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 55 VILLAGE LA ORIENT County Tax Map No. 473889 Section 018 Block 0005 Lot No. 009 . 001 pursuant to application dated APRIL 30 , 2001 and approved by the Building Inspector. Fee $ 347 . 00 Auth zed S ' nature ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OFSOUTHOLD BUILDING DEPARTMENT TOWN HALL WaA La "I " 765-1502 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 I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certifica of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing" land uses 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupanc_ 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 Date._ fAz 7c,.2— New New Construction: Old or Pre-existing d� ✓ �g dam: (check one) Location of Property: __ 57 r v �, ©C �Ei✓ 7- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section _ /� Block Lot cJ, Subdivision Filed Map. Lot: Permit No. 2 7 r>7 Date of Permit. Applicant:_40,9�Gcr4 ep 7�r+�a-�v�+-f t-�Er ✓6 E t�/C� Health Dept. Approval: N/,09 Underwriters Approval: Planning Board Approval: V,4.9 Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 2-3'. 00 o,, 73� Applicant Signat e FFO(,rc Town Hall,53095 Main Road Z P.O. Box 1179 Fax(631)765-1823 ,j. �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: L9/0 2� Building Permit No. � `7 5 Owner: c lease print) Plumber: r&P q Pd 14 L C (please print) I certify that the solder used in the water supply System contains less than 2/10 of 1% lead. rr (Plumbers Si tore) Sworn to before me this day of 20-C)01-� Notary Public M&eCounty CLAIRE L GLEW Notary Public,State of New York No.01GL4879505 Qualified in Suffolk Cout►i�6�s1 Commission Expires Dec.8, TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET J VILLAGE DIST. SUB. LOT (D ,P Esc FORMER OWNER E ACR. . t� r, / 5 I Q-SveS -01(yec- W TYPE OF BUILDING U Ss E L .4 6 Jf 4r1+d Swiloat I I n RES. b SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS O0 1 S [� 1 .' ? AC , C, is e o f .' 8 ¢44eD IJF fso a o Sa b a /I Z 72 ' z�{ ���55000. p Z'o C.L.1'(�NAu.T��1 icss VCl F 4600 �'o0 50©0 SQoo 9 za 25$0 AGE BUILDING CONDI ION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD / K House Plot �-w BULKHEAD Total DOCK WWA IS ■■■!A ■ �!!�■■■■■■■■■■■■■■■■ ■ ■■■li■�■ loll■■■■■■■■■■■■■■■■■■ in in ■■m■■■■ IMM■■■■■■■■■■■■■■■■■ ■■■■■■■ INN■■■■■■■■■■■■■■■■■ ■■■■■■moi■■■■■■■■■■■■■ ■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■ Foundatio :. rBasement Ext. Walls i Rooms I st Floor Dormer -- . s . . . r ' BUILDING PERMIT REVIEW CLIECK LISI Applicant/ Date Owners Name: �rcP�n �� ` wp� Reviewed: -2A-J701 Architect/ Date Engineer: Submitted: O SCTM 4: pp� OistricC 1,000 Section: 0 Block: —S-- Lot: —/ Project / L / Subdivision Location: % I/ (-Q, � a^,�,�rl� _ Name: Sin&le 8-, separate Required N p certlficalion: (Yes/Nol Req- Req. Zoning District _ II,01 size: D J`rr0 Acrual: ( (Lor covesg vv^� '{/ _ / I n>poseI Req. / R r r Req. / tl'ront Yard Pro' 'Se /e c Yard ._ p� r Proposed:/.�_I [Rear Yard_ PfopoSCd�b ( �^Lor Project Description: ,4GENCN,RER MITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes: — - J r� ;7s IJ G o ` a 7� a �� 3 s�7 y� O 1 Fax (516) 765-1823 H x Town Hall,53095 Main Road Telephone(516)765-1800 !� P.O.Box 1179 Southold,New York 11971 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION TO: Southold Town Building Department FROM: Southold Town Landmark Preservation Commission DATE: August 8, 2001 RE: 55 Village Lane, Orient Tax # 18-5-9.1 The Southold Town Landmark Preservation Commission has reviewed the plans submitted for the proposed addition to the builicing located at the above noted property. The Commission approves the submitted plans. Thank you. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ INAL [ ] FIREPLACE HIMN Y REMARKS: DATE INSPECTO I ' I / � 1 I r• r j�` � �/ jig - %_�' I r � t i % '-1, _ ,� i Imo; s FORM NO.3 TOWN OF SOUTHOLD r ..`-'_•'r�__ ._a� �R_?.� BUILDING DEPARTMENT TOWN HALL SOUTHOLD,NY 11971 TEL:765-1802 {l ^ , _ BUILDING PERMIT APPLICATION CHECKLIST: E Do you have or need the following,before applying?: i-" Board of Health? �/ B 3 sets of Building Plans Survey +✓ Checker3st4 Septic Form i+ N.Y.S.D.E.C._Trustees Examined 0.7 0 200/ 3a3 -a�/ Approved O ,20-9—/ PERMIT NO. 02��7m'c�cb� Disapprove a/c Build• g Inspecto APPLICATION FOR BUILDING PERMIT Date_ -0 , 20o 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 sale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or al'Ieas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for.the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. . /�J/9 G /f D N 9� O N I • Q N o�C.tom/N b Cd.�� (Signature of applicant or name, if a corporation) O o / vx c,x/.Fiv T /v 9S 7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Gam,✓. C 0 7-A Y C 71D Name of owner of premises EO ^eo .V,v Td,., ,o (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer .Co Jr (Name and title of co orate 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: .e- House Number Street Hamlet County Tax Map No. 1000 Section /d Block S Lot 9./ Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 7 / ,q b. Intended use and occupancy 1.9r9iL 3. Nature of work(check which applicable): New Building Addition '� Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost so 0 0 0. o o Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage,number of cars 'Z- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner TAa o IS 11. Zone or usP district in which premises are situated .eGJ ieei lri,09 L- 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded Will excess fill be removed from premises: YES NO 14. Names of Owner of premises A".4.�re.w.o Address ss v., cx-c-9rbfPhone No. Name of Architect snfA.•w C-e c v ff...,frc Address Phone No Name of Contractor Address Phone No. 3 z s z- 15. 15. Is this property within 300 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, indicate scope of project, to scale,with distances to property lines. 17. If elevation at any point on property is at 10 feet of below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) 1<4^-1 3'1, , being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the e o r riezyc-To. t (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. Sworn to bef a me this 34 ay of 2W 40 HORNE Notary Public Notary Public.State of Now York Signature of Applicant No.4957 364 Qualified in Suffolk County r'nm ^,ia mn Prnirac RAov 99 i . < i r __r n21 ,1-1 � SURVEY OF PROPERTY ' -5 2092 A T ORIENT TOWN OF SOUTHOLD I_ L0MAIN ROAD (S•R• 25) SUFFOLK COUNTY, NEW YORK 1000-18-05-9.1 s 86.54'20' E SCALE: 1 "=30' 146,11' DEC. 12, 2001 CONCRETE SI W K �1b I I Sao- I ~ IK r. 220 — tLF" 24.0' � o ti 2 STY. 16.4' 19.0 ti ti 15.0' 24.0' U) mQ�CRETE BLOCK FaMDATIQV A 240' rQi m 14.0 5.0'; GRAv �v 3 2.6 '^ in 22.0' E: DRlVEVAY % 04 o GAR, 40, i WOOD DECK A' .2' 5.1'W 3 •ti� OvERHq WAY ER D I i tib � 18.a b 2 I GAR O N 66•S9�O. a N S 89.53'20' V 81,16' �- w N/0/F F. J, TABOR ON •~q tSOF NEh, ✓(j1.1 ^ ti �S�P��d 1.Me 9,r �ws 3tG�, 496Nb , S S LIC. ND. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION IIECUNIC 'S-7777Y17RS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (631) 765 - 5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P. C], BMX 909 HEOEON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF @=MONUMENT AREA=23,510 ST, 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 0=PIPE SDUTHOLD, N,Y, 11971 0 1 — 2 6,? WHOSE SIGNATURE APPEARS HEREON. MAIN ROAD I o aay 44 EXIST. FRONT YARD o RMQ, D. FRONT YARD f m in pn Z NY K 0) 'amu k u/ _____________ _ � EXIST Q ✓, k9 PORCH _ EXIST 2 STORY FR. HOUSE pROppr,�ED/ Q r t r N �U / /j,,,,,,,,,,,,,, j ~ f" /NEW 6ARAbE mw �,ti-/ �� 55 VILLAGE LANE PROPOSED NEW ADDSTION Av If copper tubing is used EXIST. � PORCH ' for water distributing (Z r system; piping shall be ,,� MM4 ISI ti EXIST GRAVEL DRI NE Of types K or L only F N or ✓y / j UNDERWRITERS CERTIFICATE Eiy "W i r------------- EXIST. REQUIRED FI I� L GARAGE SITE AREA=23,509 SQ FT. C^ ALLOWED COVERAOE(20%) =4, 102 SQ. FT. ✓ h BUILDING ENVELOPE EXIST. HOUSE COVERAGE��=�2, 585 50P�... FTTT. PLUMBING �y EXIST. GARAGE COVERAGE '1 ALL FLUB LINES NEED I- A ✓ I�••I 50 REAR YARD I� Fy TOTAL EXIST. COVERAGE I =2, 965 5 FT. &WATERORECOVED TESTING BEFORE COVERING r__1 II I, ALLOWA5LE ADDITION=1 37 5Q. FT. �I Zr I� PROPOSED ADDITION= 970 SQ. FT. ' r AND/OR SU7F . GO . TAX MAP THERMALSHOCKPREVENTING TO 1000— 1 8-5 PART OP c DEVICES N.Y. T TE BUILDING .Y. STATE BUILDING CODE. �EFED ARC PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE SITT I'LA� CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SCALE: 1/10" • 1'-0" SUPPLY SYSTEM CANNOT EXCEED 2/10 of 1% LEAD. e OF NENJ y SUSAN R. PROVIDE SMOKE-DETECTING GARDNER, ALARM DEVICES ARCHITECT AS TO PART,721.1 238 IEA57 22N➢D ST. N.Y.S BUILDING CODE. NCI W ''®DRUB, N'Y Il®®Il® N . Y . . EU I I_1n I NG GODS NOTES 320.725.4086 _ KEY TO SYMBOLS LIST OP DRAWINGS dna-g��-���� �Att NEW YORK STATE ENERGY COPE NOTES A-1 SITE PLAN, ENERGY CODE CALCULATIONS, 114®® 'YQDUJNG9 lB®A➢D TO THE BEST OF MY PROFE55IONAL JUDGEMENT, KNOWLEDGE, AND RELIC-F TO THE BEST OF MY PRC'JF-eS:ONAL JUDGEMENT, KNOWLEDGE AND BELIEF, /�,\ ELEVATION / SECTION LIST OF DRAWINGS 6 KEY TO SYM50L5 QD➢BQ�I'N7, N� IlIlBDFng THIS PROJECT IS IN COMPLIANCE WITH THE REQUIREMENTS OF TH I5 PROJECT 15 IN GCOMPLI ANGE WITH THE REQUIREMENTS OF �AA\��/ A-2 GENERAL NOTES AND SPECI FlGATl ONS OM-323-2723 SUB-CHAPTER 5 OF GHAFPTER I-STATE UNIFORM FIRE PREVENTION AND atii'Q-323-®DOO IFAAT ARE IN COMPLIANCE WITH THE N.Y. STATE ENERGY CODE. BUILDING CODE AS FOLLLOWS. PLAN, SECTION OR DETAIL A-3 FOUNDATION AND PRAMIN6 PLAN A- ADDITION SHALL COMPLY WITH. 1 . LIGHT AND VENTILAITION OF HABITABLE SPACE ARE IN GOMPLIANOE A-4 CONSTRUCTION PLAN PART 7614: BUILDING PE5I6N BY ACCEPTABLE PRACTICE WITH SECTION "712. '1 . o-, DOOR DE516NATION A-5 ELECTRICAL AND LIGHTING PLAN A-6 ROOF PLAN DO NOT PROCEED WITH COMPLIANCE WITH TABLE 5-1 R-VALUE OF INSULATION, GLAZING AND DOORS 2. LIGHT AND VENTILATION FOR NON-HA5ITA5LE SPACE ARE IN _ — — — - OBJECT ABOVE A-7 NORTH ELEVATION FRAMING UNTIL SURVEY COMPLIANCE WITH 56ECTION 712. 2. A-5 SOUTH ELEVATION OF FOUNDATION LOCATION B. OPENIN65 FOR EMER26ENGY USE ARE IN COMPLIANCE WITH SECTION 114. 1 . - - - - - - - OBJECT REMOVED A-9 EAST ELEVATION HAS BEEN APPROVED. I TYPIOAL EXTERIOR WALL: -- CEDAR CLAPBOARDS: R= .95 NEW PARTITION, 2 X 4, W/ I /2" b.W 5 EA. SIDE A-10 SECTIO NGn zj 2 X 4" WOOD STUDS 9 16"O. G. W/ (5/8" F.G. WHERE REQUIRED) A-I1 SECTIONS PROVIDE '/iHR. FIRE 1 /2"GDX PLYKOOD: R= 92NEW 2 X4 6W.B , BATT INSULATION RATED SEPARATION TO HIGH DENS. IN5UL:R= 15.00 ol,WmmoNWNMO'JNo�ORiJlyl . . 1 /2" GYP.BOARD: R= . 45 PART. (f) (1) OF AIR SURFACE: R= b8 PROVIDE OPENINGS FOR � mwmw"m�n„o�t�wmmrmMm ExIST. PARTITTON w/NEw INSULATION N.Y. STATE BUILDING CODE. TOTAL R VALUE OF WALL R= 18 o0, R=16 REQUIRED EMERGENCY ESCAPE AS NEw CoNcRETE GONSTRUG7ION REQUIRED BY PART. 714 OF 2. TYPICAL NEw RooF/cEILIN6 N.Y. STATE BUILDING CODE. OCCUPANCY OR ASPHALT 5HIN6LE5: R= .44 USE IS UNLAWFUL 1 /2 'GDX PLYWOOD: R= . 70 RE\/15I DATE GE: R= . 55 WITHOUT CERTIFICATE 4/25/ 1 5 AIR 5PA 6-1 /2" HIGH DENS IN5UL. R= 22. 00 4/23/01 1 /2"GYP.BOARD R= . 45 OF OCCUPANCY ISSUC- AIR SURFACE. R= . 62 TOTAL R VALUE OF ROOF R= 25.06, R-19 REQUIRED C a AE°mR0 ED a NOTED 3. TYPICAL NEW FLOOR CONSTRUCTION: - /' �J „II,� B 3/ g P pa-7�J`$ SITE PLAN DATE: Z WOOD FLOORR= .46. FEE, I D 3/4' PLYWOOD: R= '70 l�G// NOTIFY BUILDING DEPART�I�EEDMM'I�r AT AIRSPACE. R= bo (( 765-7602 9 AM TO 4 PM FOR THE m 6-I /2" H16H DENS. INS. . R= 22. 00 W'Y'JL U AIR SURFACE. R= . 92 ,11,] / 1 FOUNDATION -INSPECTIONS: m rv_I .// 7 FOUNDATION - TWO REQUIRED z R POURED CONCRETE TOTAL R VALUE OF FLOOR R= 24 55, R-19 REQUIRED 2. ROUGH - FRAMING & 3. INSULATION FRAMING & PLUMBING m 4 GLAZING SHALL HAVE A VALUE OF R-I . 7, MIN. 4. FINAL - CONSTRUCTION MUS RE COMPLETE TRUC IO C.O. o ALL CONSTRUCTION SHALL MEET p 5. ENTRANCE DOORS SHALL HAVE A VALUE OF R-2.5, MIN THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY ry CODES. NOT RESPONSIBLE FOR F DESIGN OR CONSTRUCTION ERRORS UNDERWRITERS CERTIFICATE d o REQUIRED v GENERAL NOTES AND SPECIFICATIONS N. STAGGER ALL SPLICES A MINIMUM OF 32 INCHES. E. WOOD FLOORS SHALL BE FINISHED WITH ONE COAT SEALER,FOLLOWED 1.0 GENERAL REQUIREMENTS O. BUILT UP BEAMS SHALL BE SPIKED TOGETHER WITH TWO(2) 16d NAILS AT BY ONE COAT HIGH GLOSS POLYURETHANE AND 2 COATS OF 1.1 WORK HEREUNDER SHALL BE GOVERNED BY TIS',NEW YORK STATE 2.0 EARTHWORK& SITEWORK: 16" O.C. SATIN FINISH POLYURETHANE,ALL PROPERLY "SCREENED" OR ,NEW YORK STATE ENERGY A. PROVIDE EXCAVATION AND BACKFTLL, INCLUDING NECESSARY ROCK AND P. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SANDED BETWEEN COATS. POLYURETHANE SHALL BE A SOLVENT CURED, FIRE PREVENTION AND BUILDING CODE CONSERVATION CONSTRUCTION CODE, NEW O R TOWN CODE,THE EXCAVATION AND TRENCHING,AS NECESSARY. SPANS INTENDED FOR USE ON THE GRADE STAMP. ALL PLYWOOD SHALL V.O.C. COMPLIANT FINISH. CONTRACT DRAWINGS AND SPECIFICATIONS,AND ANY OTHER B. TRENCHES SHALL BE TO PROPER GRADES,WITH POCKETS AT FITTINGS TO BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING PROVIDE FULL BEARING FOR PIPES AND CONDUIT. THICKNESS: 6.6 STAIRS: APPLICABLE REQUIREMENTS. CONTRACTOR SHALL PAY ALL REQUIRED FEES AND OBTAIN ANY NECESSARY PERMITS,APPROVALS,INSPECTIONS AND C.BACKFILL TRENCHES AND LOW AREAS WITH CLEAN EARTH SAND, FLOORS: A. STAIRS SHALL BE PREFABRICATED UNITS WITH WHITE PINE OR CERTIFICATIONS AS APPROPRIATE TIMES DURING AND AT THE COMPLETION CAREFULLY TAMPED UNDER AND AROUND PIPING. BACKFILLL S BE ROOFS: 1/2/2"" POPLAR STRINGS AND OAK TREADS AND RISERS. OF THE WORK. PLACED IN LAYERS AND PROPERLY COMPACTED WITH VIBRATORYORY WALLS: 1/2" COMPACTORS TO 95" DENSITY AT OPTIMUM MOISTURE CONTENT. Q. ALL PLYWOOD SHALL BE GLUE NAILED TO FLOOR JOISTS USING AN APA 7.0 THERMAL AND MOISTURE PROTECTION 1.2 THE PREMISES IN WHICH THE WORK IS TO BE PERFORMED MAY CONTAIN D.TOPSOIL SHALL BE KEPT SEPARATED FROM OTHER EXCAVATED APPROVED ADHESIVE(B. F. GOODRICH PL400 OR EQUAL). UNKNOWN ENVIRONMENTALLY HAZARDOUS SUBSTANCES AND OTHER TOXIC MATERIALS.FINE GRADING SHALL CONSIST SOF LEVELING AND GRADING OF R WHERE THERE IS NO PLYWOOD SHEATHING,PROVIDE DIAGONALS AT ALL 7.1 THERMAL INSULATION: HI MATTER.NOTICE IS HEREBY GIVEN THAT PROPER PRECAUTIONS AND SUBGRADE AND PREPARATION FOR RECEIPT OF EXTERIOR GRADE FINISHES. EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. A.BATT TYPE INSULATION: GH DENSITY, SPUN FIBERGLASS INSULATION, PROCEDURES SHOULD BE TAKEN WITH REGARD TO ANY ENVIRONMENTALLY THE SUBGRADE SHALL BE CLEANED OF FOREIGN MATTER AND (1" X 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD WITH KRAFT-FACED BACKING AND FASTENING LAPS COMPLYING WITH HAZARDOUS SUBSTANCES. DEBRIS OTHER THAN EARTH OR SAND BY RAKING. LAWN AREAS SHALL BE CROSSING WITH 2- l Od NAILS.) ASTM C665, TYPE H, CLASS C;WIDTHS TO MATCH SPACING OF FRAMING, FINE GRADED TO A DEPTH OF SIX INCHES(6")BELOW FINISHED GRADE. S. CHIMNEYS: STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC AS FOLLOWS,UNLESS OTHERWISE INDICATED: 1.3 CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS AND FLOOR LEVEL UP. STAGGER ANY SPLICES A MINIMUM OF 321NCHES. CHIMNEY (1)AT 2 X 6 EXTERIOR WALLS: R:21, 5" THICK. METHODS AND SAFETY PROCEDURES. WORK AND ALL CONSTRUCTION SHALL BE FACED WITH 1/2" APA GRADED PLYWOOD GLUE NAILED TO (2)AT 2 X 4 EXTERIOR WALLS: R:15, 3 1/2" THICK. f 1 OPERATIONS SHALL BE PERFORMED WITH STRICT ADHERENCE TO STUDS. INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT (3)BETWEEN GYPSUM BOARD CEILINGS AND ROOFS:R:30, 10" THICK. I ly MANDATED SAFETY PROCEDURES,AND IN STRICT CONFORMANCE WITH ALL FOUR WALLS. (4)BETWEEN ROOF RAFTERS IN ATTIC SPACE: R:30C 8 1/4" THICK ^ ,t^ GOVERNMENTAL STANDARDS,AND BUILDING DEPARTMENT T. WHERE BEAMS ARE CANTILEVERED,THE FAR CONNECTOR SHALL BE INSTALLED WITH A VENITILATION BAFFLE SIMILAR TO "OWENS � '� k REGULATIONS. 3.0 CONCRETE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. MIN.,UNLESS OTHERWISE RAFT-R-MATE ATTIC RAFTER VENTS." ,=, FSI Vv NOTED/ (5)WITHIN JOIST SPACE BELOW FIRST FLOOR: R:25, 8 3/4"THICK WITH 'm' m" 3.1 MATERIALS: I� R� 1.4 PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL U.LIVE LOAD SCHEDULE: PERFORATED 3 SIDE POLY-WRAP. ^ mm FLOORS,ROOFS,WALLS AND ADJACENT PROPERTY AS CONDITIONS REQUIRE. B. INSULATION SHALL BE INSTALLED WITH VAPOR BARRIER TOWARD THE I� ^ ti A. CONCRETE STONE CONCRETE OF MINIMUM COMPRESSIVE STRENGTH OF ROOF: 30 PSTAmk L5 PROVIDE,MAINTAIN,AND PAY FOR TEMPORARY SERVICES NECESSARY 3000 PSI AT 28 DAYS. SECOND FLOOR OR ATTIC: 30 PSF WARM OR HEATED SIDE OF THE CONSTRUCTION. `. F �Fl �y TO PERFORM THE WORK. WHERE EXISTING FACILITIES ARE B. CONCRETE FOR EXTERIOR WORK SHALL BE AIR-ENTRAINED. FIRST FLOOR: 40 PSF C.WHERE PIPING IS INSTALLED ADJACENT TO OR WITHIN EXTERIOR WALLS, Fy a '�' AVAILABLE FOR USE, THEY MAY BE UTILIZED SUBJECT TO CONTRACTOR C. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO MAKE SURE THAT INSULATION IS BETWEEN SUCH PIPING AND EXTERIOR w BEING RESPONSIBLE FOR PROPER MAINTENANCE AND CARE. ASTM A615,GRADE 60. WELDED WIRE MESH(W M)SHALL CONFORM TO 6.2 EXTERIOR SIDING AND TRIM: WWALLS.WL ASTM A185. A. CLAPBOARD: WRCLA WESTERN RED DEDAR PLAIN BEVEL SIDING C^ 1.6 PROVIDE NECESSARY PROTECTION TO PROTECT THE SITE DURING THE CLEAR V.G.HEART,KILN DRIED SIZED TO MATCH ORIGINAL CLAPBORAD. 7.2 ROOFING: COURSE OF WORK HEREUNDER. PROVIDE CONTAINERS AND REGULARLY 3.2 INSTALLATION AND WORKMANSHIP: INSTALL BACKPRTMED WITH ROUGH SIDE OUT. A. "ARCHITECTURAL" FIBREGLAS MAT,MINERAL SURFACED .r � mw CLEAN THE PREMISES TO PREVENT ACCUMULATION OF DEBRIS. B. TRIM BOARDS: WRCLA WESTERN RED CEDAR, 545, CLEAR GRADE KILN DRIED. ROOF SHINGLES,WITH"ALGAE GUARD",UL CLASS "A" FIRE 1 A .CONCRETE WORK SHALL CONFORM TO ACT 301, "SPECIFICATIONS FOR C.WOOD TRIM SHALL CONSIST OF 5/4 X 4 KILN DRIED WHITE PINE CAREFULLY AND WIND LABEL,40 YEAR WARRANTY, INSTALLED IN ACCORDANCE WITH 1.7 COORDINATION: CONCRETE FOR BUILDINGS",AND ALL RECOMMENDED PRACTICES SET IN PLACE WITH FASTENERS SET AND FILLED. MANUFACTURER'S RECOMMENDATIONS TO MATCH EXISTING, 1 0 ^ ,� A.PROVIDE I FULL TIME, COMPETENT, SUPERINTENDENT AT THE SITE. CONTAINED THEREIN. D.FASTENERS: SPLITLESS, RING OR SPIRAL SHANKED SIDING NAILS WITH B.DIMENSIONS INDICATED ARE TO FINISHED SURFACES,UNLESS B.FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING TEXTURED HEADS,NO. 316 STAINLESS STEEL. 7.3 WATERPROOFING AND DAMPROOFING: F" ^y L� r OTHERWISE INDICATED.WHERE DIMENSIONS ARE MARKED WITH A CAPACITY OF 4000 PST. BOTTOM OF FOOTING ELEVATIONS SHALL BE A. WATERPROOF THE EXTERIOR OF FOUNDATION WALLS WITH A COLD PLUS OR MINUS (+) SIGN, SUCH DIMENSIONS ARE GENERALLY FOR ADJUSTED AS REQUIRED IN THE FIELD. 6.3 FINISH CARPENTRY: APPLIED LIQUID MEMBRANE SIMILAR TO: "PECORA DURAMEM CONVENIENCE,AND SHALL BE SUBORDINATE E THE OTHER WRITTEN C. SLABS ON GRADE SHALL BE 4"CONCRETE REINFORCED A. PARTITIONS,CEILINGS, SOFFITS,AND OTHER ITEMS SHALL BE V-50G" OR "SONNEBORN HYDROCIDE LIQUID MEMBRANE DIMENSIONS OR CONDITIONS. WITH 6 X 6 W 1.4 X W 1.4 W WM ON 10 MIL. POLY.VAPOR CAREFULLY LAID OUT AND CONSTRUCTED AS INDICATED. 5000", .APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S C.LAYOUT AND VERIFY CONDITIONS SO THAT WORK WILL AGREE WITH BARRIER ON 6" CRUSHED STONE. B. PROVIDE NECESSARY BLOCKING, TRIM,AND ACCESSORIES TO RECOMMENDATIONS OR AS REQ'D BY LOCAL CODES. THE LINES,LEVELS AND DIMENSIONS INDICATED ON THE D.REINFORCING MARKED "CONT." (CONTINUOUS) SHALL BE LAPPED PROPERLY SUPPORT FINISH SURFACES, AND FOR BLOCKING AND B.PROPERLY PROTECT WATERPROOFING AGAINST TEARING OR ABRASION, DRAWINGS.NOTIFY THE ARCHITECT,AND REQUEST INSTRUCTIONS, 40 BAR DIAMETERS AT SPLICES AND CORNERS,AND SHALL BE HOOKED OR ESPECIALLY DURING BACKFILLING OPERATIONS. D THERE IS ANY DISCREPANCY BETWEEN CONDITIONS ENCOUNTERED EXTENDED 40 BAR DIAMETERS AT NON-COINTINUOUS ENDS. TOP BARS SUPPORT FOR BUILT-IN ITEMS. EI ARC IN THE FIELD AND THOSE INDICATED ON THE DRAWINGS. SHALL BE LAPPED AT MID-SPAN,BOTTOM]BARS AT SUPPORTS. C. WOOD TRIM AND OTHER SIMILAR ELEMENTS SI CONSIST OF NEW WHITE �5 �� a ��Rp hal D. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT AND LOCATION E.PROVIDE CLEARANCE FROM FACES OF CONCRETE TO REINFORCING AS PINE OR POPLAR CAREFULLY SET IN PLACE WITH FASTENERS SET AND FILLED. 8.0 WINDOWS FOS FOLLOWS: STANDARD DOOR AND WINDOW TRIM SHALL BE l X 4, SQUARE CORNERS, A. WOOD DOUBLE-HUNG WINDOWS (WDH):MARVIN WOOD OF PIPING, FIXTURES,OUTLETS,ETC. THE CONTRACTOR SHALL ARY MODIFICATIONS IN THE LAYOUT WORK THAT MAY (1) SLABS: 3/4" UNLESS OTHERWISE NOTED. DOUBLE-HUNG"E-Z TILT"WINDOWS WITH 7/8"WIDE PINE, MAKE NECESSARY (2) FOOTINGS: 3" D.DOOR FRAMES SHALL BE PROPERLY AND SUBSTANTIALLY FASTENED "SIMULATED DIVIDED LITE' MUNTIN BARS WITH FOAM SPACERS,IN BE REQUIRED A SUIT ACTUAL FIELD CONDITIONS. THE ARCHITECT INTO PLACE,WITH PROVISIONS FOR NECESSARY BRACING AT HEAD. SIZES AND CONFIGURATIONS INDICATED,WITH STANDARD 5/8" CLEAR SHALL UI NOTIFIED PRIOR TO SUCH MODIFICATIONS. E , 4.0 MASONRY E. PROVIDE NECESSARY HARDWARE AND CONNECTORS AS INDICATED, OR INSULATING GLASS, FULL-SIZE WHITE ALUMINUM OF NE UM INSECT SCREENS WITH �G PROPER COORDINATION BETWEEN THE VARIOUS DRAWINGS AND NECESSARY TO PROPERLY COMPLETE WORK, CHARCOAL FTBERGLASS MESH,WHITE JAMB LINERS,WHITE HARDWARE E. ITIS ESSENTIAL TO PRI PROPER EXECUTION T THE WORK THAT `N SPECIFICATIONS BE CONSISTENTLY MADE.WHERE DRAWINGS 4.1 MATERIALS F.BUILT-IN WORK SHALL BE CONSTRUCTED OFF-SITE,AND SHALL BE INDICATE ITEMS OF CON WORK T DIAGRAMMATIC FORM, SUCH DELIVERED AND INSTALLED INTO THE WORK IN SUBSTANTIALLY AND NO SASH LIFTS. PROVIDE CT FACTORY APPLIED FLAT RA AND IN, 3 RI INDICATIONS SHALL BE SUBJECT D WRITTEN DIMENSIONAL A. CONCRETE MASONRY UNITS SHALL BE HOLLOW,LOAD BEARING UNITS COMPLETE COMPONENTS. BUILT-IN WORK SHALL BE CAREFULLY AND WIDE. WINDOWS SHALL BE FACTORY PRIMED ON EXTERIOR AND INTERIOR. INFORMATION PROVIDED ELSEWHERE OR MADE IN THE FIELD. CONFORMING TO ASTM C90, GRADE NLU NEATLY INSTALLED, PLUMB AND LEVEL,WITH JOINTS TIGHTLY BUTTED. R WOOD AWNING WINDOWS (WAWN): MARVIN WOOD AWNING B.MORTAR SHALL CONFORM TO ASTM C270, TYPE S. G. GLAZING USED IN THE WORK SHALL BE CLEAR 1/4" SAFETY GLASS, WINDOWS,WITH 7/8"WIDE PINE, "SIMULATED DIVIDED LITE" SUSAN B. MUNT1.8 SUBMIT FOR THE ARCI-BTECT'S REVIEW: 4.2 INSTALLATION AND WORKMANSHIP UNLESS OTHERWISE INDICATED. INDICATED N BARS WITH FOAM SPACERS, IN SIZES AND CONFIGURAWHITETIONS ARCHITECT A. A PROGRESS SCHEDULE OF THE WORK,INDICATING COORDINATION INDICATED,\MIH STANDARD 5/8" CLEAR INSULATING GLASS, GLASS S38 R TBCT AND SCHEDULING OF THE CONSTRUCTION. A.WORKMANSHIP SHALL CONFORM TO NC;MA SPECIFICATIONS. FRAMED ALUNllN[JM INSECT SCREENS WITH CHARCOAL FIBERGLASS MESH, 6.4. GYPSUM BOARD WORK: NES CEA�T , and .an B. "PRODUCT DATA" OR CATALOG CUTS FOR MATERIALS AND PRODUCTS A.PARTITIONS, CEILINGS, SOFFITS,AND OTHERMATERIALS SURFACES INDICATED WHITE JAMB LINERS AND WHITE HARDWARE.PROVIDE COASTAL HARDWARE. NEW ➢,®➢BffS, ISN ,➢�®94p INCORPORATED IN THE WORK,PRIOR TO ORDERING OR FABRICATING 6.0 WOOD AND PLASTICS TO BE CONSTRUCTED OF GYPSUM MATEffiALS SHALL BE CONSTRUCTED PROVIDE N FLAT CASINGS, 3 TE WIDE, WINDOWS SHALL BE FACTORY SUCH MATERIALS AND PRODUCTS. IN ACCORDANCE WITH "U S.G. GYPSUM CONSTRUCTION HANDBOOK." PRIMED ON EXTERIOR AND INTERIOR Att C. SHOP DRAWINGS OF PREFABRICATED AND COMPOSITE ASSEMBLIES, 6.1 FRAMING: B. GYPSUM BOARD SHALL BE EQUAL TO "U.S.G. SHEETROCK" C.WINDOODOWS, GLIDING WINDOWS (WGL): MARLIN WOOD GLIDER HOD �&vQS8D8DA4 � AD PRIOR TO START OF ORDERING OR FABRICATION OF SUCH ASSEMBLIEST A.LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE 1/2" THICK,UNLESS OTHERWISE INDICATED.USE 5/8"FI2ECODE MUNTIWINDOWS,WITH WIT7/8"H WIDE PINE, "SIMULATED DIVIDED LITE" 99®® 'YOURM ➢6 W D. SAMPLES OF FINISHES FOR FACTORY OR PREFINISHED ITEMS. SURFACED DRY(EXCEPT STUDS,WHICH SHALL BE KILN DRIED)AND SHALL GYPSUM BD. WHERE REQUIRED BY CODE.(GARAGE SEPARATION) INDICA BARS WITH FOAM SPACERS,IN SIZES AND CONFIGURATIONS ®Q80-N2, j2Y➢' 99�8n� E.WARRANTIES AND GUARANTEES,AT THE COMPLETION OF THE WORK. INDICATED,WITH STANDARD 5/8" CLEAR INSULATING GLASS,WHITE CONFORM TO THE FOLLOWING SPECIE AND GRADE: C WATER RESISTANT GYPSUM BOARD ("GREEN BOARD") SHALL USED X34"�°�n'0�g°�� RAFTERS AND JOISTS: DOUGLAS FIR-LARCH#2 IN BATHROOMS,KITCHEN AND LAUNDRY. WHITFRAE ALUMINUM INSECT SCREENS WITH CHARCOAL FIBERGLASS MESH, (Bu�4=o'�a,33=®®®® �i,L�$,( 1.9 SOME ITEMS WILL BE PURCHASED BY THE OWNER IN ORDER TO EXPEDITE BEAMS, GIRDERS AND HEADERS: DOUJGLAS FIR-LARCH 41 D. CEMENTICIOUS BACKER UNITS ("CBU",ANSI AT 18.9)SHALL BE WHITE JAMB LINERS AND WHITE HARDWARE. PROVIDE 5/4 FLAT CASINGS, THE WORK, OR PURCHASED BY THE CONTRACTOR UNDER A"CASH STUDS AND PLATES: DOUGLAS FIR-LAIRCH, STUD GRADE INSTALLED BEHIND WALL TILE AND SHALL BE SIMILAR TO 3 1/2" VIDE. WINDOWS SHALL BE FACTORY PRIMED ON EXTERIOR AND ALLOWANCE." SUCH ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH B.WOOD FRAMING INCLUDING DETAILS FOR BRIDGING,BLOCKING, "U.S.G. DUROCK INTERIOR CEMENT BOARD." INTERIOR. BY ARCHITECT. MANUFACTURERS'DIRECTIONS.ARRANGE FOR AND COORDINATE DELIVERY FIRESTOPPING, ETC., SHALL CONFORM Ti0 THE LATEST EDITION OF THE E. EDGE MOLDINGS SHALL CONSIST OF METAL CORNER BEADS, 1-1/4" AND ACCEPTANCE OF ALL SUCH ITEMS AND STORE AND PROTECT THEM AS "NATIONAL DESIGN SPECIFICATION FORT WOOD MINIMUM WING,AND CASING BEADS, SIMILAR TO: "USG DURABEAD" OTHER MATERIAL FURNISHED BY CONTRACTOR. CONNECTORS,FITTINGS CONSTRUCTION"AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN AND "USG NUMBER 200" TRIM. 9.0 FINISHES AND INSTALLATION MATERIALS NOT SUPPLIED WITH ITEM SHALL BE ACCORDANCE WITH TIE NFPA "MANUA,L FOR HOUSE FRAMING." F. WHERE GYPSUM BOARD IS RUN OVER EXISTING SURFACES,LAMINATE TILE WORK SHALL COMPLY WITFI: "TCA HANDBOOK FOR FURNISHED HEREUNDER. ITEMS PURCHASED BY THE OWNER OR UNDER A NAILING SHALL BE IN ACCORDANCE WITH APPENDIX C OF THE BOCA CODE. BOARD TO SUCH SURFACES WITH APPROVED ADHESIVE. 9.1. CERAMIC E: "CASH ALLOWANCE" INCLUDE: C.FACTORY MANUFACTURED,LAMINATED WOOD FRAMING G. METAL EDGE BEADS SHALL BE TIGHTLY INSTALLED,WITH ARISSES A. CERAMIC TT A. CERAMIC WALL AND FLOOR TILE MEMBERS SHALL BE'LVL'MICRO-LAM BEAMS AS MANUFACTURED NEATLY AND CAREFULLY FORMED AND MITERED. BEADS SHALL BE CERAMIC TILE INSTALLATION." B CERAMIC E SHALL BE PURCHASED BY THE OWNER AND INSTALLED BY B APPLIANCES BY TRUS JOIST CORPORATION. GLU-LAMS (GLUE LAMINATED TIMBER BEAMS) RUN IN ONE LENGTH, WITHOUT INTERMEDIATE JOINTS. CONTRACTOR C. PLUMBING FIXTURES SHALL BE IN CONFORMANCE WITH APA,AND AITC SPECIFICATIONS AND H. GYPSUM BOARD SHALL BE PROPERLY TAPED AND COMPOUNDED WITH C. FLOOR TILE SHALL BE SET WITH LATEX PORTLAND CEMENT D. TOILET ACCESSORIES SHALL BE MANUFACTURED FROM DOUGLAS FIR,ARCHITECTURAL "USG READY MIXED SPACKLING COMPOUND",FINISHED SMOOTH AND T E.LIGHTING FIXTURES APPEARANCE GRADE WITH A MINIMUM[BENDING STRESS OF 2,400 PSI AND A READY FOR PAINTING,WITH JOINTS INDISTINGUISHABLE AND MORTAR IN ACCORDANCE WITH: "TCA: F113". F.GARAGE DOORS MODULUS OF ELASTICITY OF 1,8000,000'PSI. SURFACES AND ARRISES CLEAN AND SHARP. D. WALL TILE SHALL BE SET WITH LATEX PORTLAND CEMENT MORTAR ON CEMENTICIOUS BACKER UNITS ("CRU", ANSI AT 18.9) 1.10 MATERIALS AND PRODUCTS USED IN THE WORK SHALL BE NEW AND D.FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED 1. JOINT COMPOUND SHALL BE APPLIED IN AT LEAST THREE DELIVERED TO THE SITE IN THE MANUFACTURER'S PACKAGING,UNLESS GALVANIZED STEEL JOIST OR BEAM HANGERS,MINIMUM 18 GAUGE, SUCCESSIVE APPLICATIONS,LEAVING A SMOOTH SURFACE READY IN ACCORDANCE WITH: "TCA: W244." F OTHERWISE INDICATED. IDENTICAL OR SIMILAR CLASSES OF ITEMS INSTALLED ACCORDING TO MANUFACT'URER'S RECOMMENDATIONS. FOR PAINTING OR OTHER FINISH. E. TILE JOINT LINES SHALL ALIGN ON ALL SURFACES,AND ALL w E. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICRO-LAM BEAMS OR I JOINTS BETWEEN CEMENTICIOUS BACKER UNITS SI-TALL BE TREATED ACCOMPANYING TRIM PIECES SHALL BE PROPERLY INSTALLED. REV I 5I ON5 S EL, T THESE MEMBERS 1/2" CLEAR BELOW TOP OF FRAMING WITH LATEX CEMENT MORTAR AND+ACI-DUROCK INTERIOR TAPE+ SEACI- F. GROUT WALL TILE WITH GREY LATEX/PORTLAND CEMENT GROUT. USED IN THE WORK SHALL BE FROM A SINGLE MANUFACTURER. 4/23/01 BER, 9.2.PAINTING: TO ALLOW FOR SHRINKAGE OIF FRAMING LUMBER. ISSUE DATE F. WALLS SHALL BE 2 X 4 AT 16" O.C.AT THE INTERIOR AND 2 X 4 AT 6.5 WOOD FLOORING AND FINISHING: a 1.11 REMOVALS: " AT THE EXTERIOR,UNLESS OTHERWISE NOTED. A. WOOD FLOORING: TONGUE AND GROOVE, QUARTER-SAWN No. 1 GRADE RED A. THE ENTIRE WORK AREA SHALL BE PREPARED AND PAINTED. PAINTING A.PROPERLY DISCONNECT,REMOVE AND LEGALLY DISPOSE OF EXISTING G. RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW; OAK 3/4 X 2 1/4". SHALL C. ONE PRIME COAT FOLLOWED BY TWO FINISH COATS. PAINT SHALL w CONSTRUCTION,AS NECESSARY. WHERE REQUIRED INSTALL ADDITIONAL STUDS. BE V..O.C. COMPLIANT BENJAMIN MOORE PAINT IN FINISHES AND COLORS NOTES Z B.WOOD FLOORS SHALL BE SANDED IN ATHREE-PASS OPERATION, SELECTED BY ARCHITECT. B.REMOVAL WORK SHALL BE PERFORMED TO NEAT LINES AND SO AS TO MINIMIZE H.PROVIDE CROSS-BRIDGING, OR SOLID]BRIDGING OF 2"X 8" MEMBERS. FINISHING WITH EXTRA-FINE PAPER. SANDING SHALL BE DONE IN LINE DAMAGE TO EXISTING WORK WHICH IS TO REMAIN. AT 8'-0" CENTERS THROUGHOUT. BRIDGING FOR SPANS UP TO 14 FT. WITH THE GRAIN OR AT A MAXIMUM ANGLE OF 45 DEGREES. C. ITEMS INDICATED TO BE SALVAGE SHALL BE CAREFULLY REMOVED AND PROTECTED. PROVIDE 1 ROW. BRIDGING FOR SPANS OVER 14 FT.,PROVIDE 2 ROWS. C. SAWDUST SHALL BE SWEPT AND VACUUMED AFTER SANDING AND I0.0 SPECIALTIES ro D.DEMOLISHED ITEMS SHALL BE PROMPTLY REMOVED AND THE PREMISES KEPT I.USE DOUBLE STUDS AT ENDS OF WALL AND ENDS OF WALL OPENINGS. IMMEDIATELY REMOVED FROM THE BUILDING AND PROPERLY DISCARDED. BROOM CLEAN. I USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE D. PRIOR TO AND DURING APPLICATION OF FLOOR FINISH,PREMISES SHALL 10.1 . TOILET ACCACCESSORIES: BEAMS ARE NOT DESIGNATED. BE PROPERLY VENTILATED. A. TOILET ACCESSORIES SHALL BE PURCHASED BY THE OWNER 'm K. LAP ALL PLATES AT CORNERS AND AY INTERSECTION OF PARTITIONS. OR PROVIDED UNDER A"CASH ALLOWANCE",AND INSTALLED AS L. UNLESS OTHERWISE NOTED,PROVIDE EIEADERS OVER ALL OPENINGS AS NECESSARY,IN ACCORDANCE WITH MANUFACTURERS' FOLLOWS: RECOIMMENDATIONS. ,ellll'¶IR,, °o INTERIOR WALLS: 2 -2 X 1 O B. MEDICINE CABINETS SHALL BE PURCHASED UNDER A "CASH 'UIIII�IU' ry EXTERIOR WALLS: 2-2 X l0 ALUOWANCE." Agld = M. AT THE ENDS OF ALL BEAMS,HEADERS!AND GIRDERS PROVIDE A BUILT C. CLOSET ACCESSORIES: UP OR SOLID POST WHOSE WIDTH IS AT]LEAST EQUAL TO THE WIDTH OF HANG RODS: 3/4" IPS,CHROME PLATED STEEL PIPE. THE MEMBER IT IS SUPPORTING AND WHIOSE DEPTH IS 4"AT INTERIOR o WALLS AND 6"AT EXTERIOR WALLS. f r1 Cl.r � � � � � 4w .K rr �1 ~ ldftl ! IU � C � F 6' 21 ' -11 " i ' � pm Adak Jf. m6 - - — — ;V a cAqo- - - - - - - - - - - -- - - - - - - - - - O - - - I — — - - — — - - L.. (2� ±1 HDR �o5Tl pq tsse, yJ� — - - - — — - - — �.• � � P OF NE`N � ° ° � � m ® :. ��o IL• SUSAN� l� CHNCRII, AR Z ® AIICHITI;I;T mr, 4 — — — — — ND.W b'63K➢ N1Y ➢4D®➢4D J ry --L2Il2=A 447=ffiQ923 — — — — — — — 20.725. 4996 Q�ASS2) 14"L L DR - - - - - - - - - - - - - - � — 99®® b'4D➢1NGq ➢8®AOD Q83t-323-060CD 74 AMffi L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I : J - - ` J 3' _14° 3. _ 4" 21 -i l .. REV tstoNs 3112' -6" 214" 511 64 64 I55UE DATE x a a FOUNDATION a PI,OOIi PLAN AND FRAMING PLAN m 1/4"•T0" N N N �V F I K O V O II � r; f r� � 4wvt w 'Row z AI Affik MW r 1 low R D_ � F , R X 16' -6" q' -0" 22' -0" rc Al 41 ISI r w � r 1 : ✓ O ^I I� p ^ � IZ� I��I Z� w tt1 6 � — — — — — — — — p„...��'„ �"*«,.,� - 1 6' -O”W X 7' -O"H ROLL-UP DOOR a„ DINING ROOM _ ' 4" GONG. SLAB ON GRADE PSTCH 1 /4" : 12" �PORCH ,,....,.�.,.` - SS R p ONT HALL pl� e O+ BGA R,Ney TF Ell IN01 IhI�m01WGIM010ID � OMD ")IIiI. 0� �fM�WfA ___—'WWtl�00101�0�MIMWWMNMVIIO�ph lil 'MW i�00 — -�1N RE ASTM RXIIST OO OF NES ----� _ J iii LA /BROOMS Z - W Z r l m,o Ask LIZ NOW lmw r-1 " ti FAW AW �C MEN Imw i F � � AI ✓ rr U m6 iV 16' -O"W X l' -O"H ROLL-UP DOOR I ® ® I I _ DININ6 ROOM 4" GONG. SLAB ON 6RADE PITCH 1/4" : 12" L PORCH CD ARO \\ ��V\y sed a GAaory //�0� I O $ AFF / f RE ASTMIR IR IST \ O OI J f OF NE`s I I - {�- LAUNDF�/BROOM5 Z 5TORA6E STORAGE ? \KI TGHEN � — O[ BEADED BD GEILIN� — — �" / \ III I SUSAN 1S. -- ' _ 0 iL---0--- I I — , - - _ J — � , - - _ , - - � , - - _ — _ __ AISI:HITECT I r) A ��rD RAVT 92NUD 9 T. ` 5ERVIGE HALL New S omm, I SI 90090 LIVING ROOM ;>o NEW GARAGE �tl�=Q4A43=8ntl$°�a`3 MO Id DUM I80AID - / IN6 AREA ORREMNT, N'Y- - - - - - - - - - - - - - - - - - - - - - O 11119D8nd — — — — — — — — — — STORAGE 031I-39,3'2723 O -g6 5TAIN 6L. SHOW' R - - - - - - 8- - - - - - _ _ _ _ �5 - - - - - - - - - - FXT 0 -60 BUILT-I 4 TUB -2KEY TO ELECTRICAL SYMBOLS PORCH 0 5WITGHIN6 DEVICE- ROCKER SWITCH $3 5WITGHIN6 DEVICE- 5 WAY SWITCH ID $u 5WITGHIN6 DEVICE- DIMMER © ❑O ® ® 0 5WITCHIN6 DEVICE- S WAY DIMMER I - bFI GROUND FAULT RECEPTACLE F ❑X ® DUPLEX RECEPTACLE 425/01 DUPLEX RECEPTACLE ON SEPARATE CIRCUIT I55UE DATE TELEPHONE RECEPTACLE w aGABLE TV RECEPTACLE ELECTRICAL AND FLOOR PLAN b THERMOSTAT LIGHTING PLAN GEILIN6 MOUNTED LI6H7IN6 FIXTURE a O GEILIN6 MOUNTED RECESSED LI6H7IN6 FIXTURE N WALL MOUNTED LI6HTIN6 FIXTURE GEILIN6 MOUNTED SMOKE DETECTOR 0 WALL MOUNTED SMOKE DETECTOR �p WC� 0 J - O W f r ^� lr moo A t� yr v � 0v , 04 � Oak MOM � ^ � - - - -� Imw rr � 6w qw 1.. % ter m � '�_' - - - - - - - - - - - - - - - - - - - - - � EXIST PORCH ROOF 3 �G\y;F,P eDc ROH PlFO / o – – – – – – – – – – – – – – – – – – J— N - - - - - - - -Z - - - - - - —— — — �- Z IL � 9/e Nq 1535 {�� ILZ O3IL Q - - - - - - - - - - - - __ - - - - - - - - - - OF NE } RC1 0021 W oo RI D6E- - � EXISTIN6 ROOFS N H W J V n Z Wp' '" RIDGC- q SUSAN B. RID6E RIDGE - - 0. - - © UI N GABBNEB, ABCUITECT Wo r N_ J tr 2 Z 0. 2t2-,647-8023 _ - - - - - - - - - - RU-725-4994 1PAM - - -- — — — F OMHBITT, fps( HB57 - - --I- - -- - — 633-321 EXIST "FLAT" PORCH ROOF NEW ROOF IDI NEW ROOF PITCH DOWN O PITCH DOWN - - - - - - - - _ 9: 12 912 �--- -- - - - - - - - moi- � - � -1 NEW "FL. T" ROOF]/ J REVISIONS H 4/25/01 w I55UE DATE F z J K BOOF PLAN FLOOR PLAN ro 1/4"W-0" z N N F 2 K d O U pow ✓1 r mmo ^ N I Z� ^I I� mm AW no 'm' ANN moo FC �' � NEA EXI5TIN6 ISI 4w A ✓ r l or �.r EXI T. GHIMNEY aiERE3 ARC ❑❑ �y �N 9 GAR, y/T it NEW 9: 12 GABLE ROOF W/ ASFHALT 5H I N6LE5 9/. Na i sy5� y0 TO MATCH EXISTING ❑ f OF NEQJ NEW 9: 12 TABLE ROOF ❑ W/ ASPHALT SHINGLES ROOF �� ❑ FF- - SUSAN R. TO MATCH EXISTING ❑❑ ❑❑ GARDNER, _ ARCHITECT 235 IiAWT URI qT. _ mmlw ''®IRIS, N'Y U®®U® 992-6,67-8823 ED UIl®® ®UJFV�� ®AID �1�TTT ®I�I(L�NI% N'Y 4UU57 JLJ❑ LJLJLJ I-ME-F�I �O-H�STA._LAT=ro — ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ 032-323-0000 FAA 0 r K J NORTH ELEVATION REVISIONS 4/23/01 x 155JE PATE a 1/4"•T0" NORTH ELEVATION z a m a N O N I- K } d O U W f r� r� N P64 ,low I'll EXI5TIN5 NEW d m" F on "W •� F C ✓ rl C ❑❑ - D ARC B GAp, y�f NEW 912 &ABLE ROOF W/ ASPHALT 5HIN&LE5 \ TO MATCH EX 15T I N6 y 0 9 F OF 5NE`�ypQ- NEW 9: 12 ROOF W/ ASPHALTT 5HI SNiIN6LE5 TO MATCH EXISTING NEW CLAPBOARD SHIN6LE5- T'I'P. SUSAN It. ❑❑ (BACK PRIME PRIOR TO INSTALL) GARDNCD, ARCHITECT SSE I3A%u 262ND 4'Q. NO;w 1YDMK, wy 90090 1 x 4 TRIM- TYPICAL 2U-4,67-5I25 �4�^3°�8D-�4SDSD$4 �A3S �❑ �d�� 9900 WOUNG15 I GADD 019HENU, NY I tC33fl- 23-g2390ffi7 493$323.0000 IF AM x 5 GORNER$OARD- TYPICAL WN K F K JJ Q 1 REVISIONS SOUTH ELEVATION 4/25/01 x ISSUC- DATE a SOUTH RLEVATION z a m m a m q� J f r1 AW � �1 � IRW M~ `i = I� !y Now r r-1 Aft M" h NOW rhe -dwMM � r1 -d� � � 96. �2 � ,�F,RED R0 �y N 6 GAR y�l T N° 1535 y�Q' — ❑ F OF NE`N n❑❑ �� ED �n �I SUSAN B. I:Ali11NER, LL1 ARCHITECT 235 EAglr 22MED S Q. NEW W03M, M-d UDOW — — M,-4 47-53SS — �4��g°�ffi=d4iDiD� EAFS H00 WOUNG5 BEAID ❑❑ ❑❑ Sin-323-0000 IFAm LILI — I 6RADP m K F ID R' J J Q F REVI5ION5 w 4/23/01 SL'QTION (; LAST I.LLYATION I55UE DATE a CY "•r-o^ 1/4"•t'•0" EAST ELEVATION AND SECTION a m a N N N null JI�I'II'I✓ r 'UC rc 0 0 0011 ZE f r1 P64lqw 11w mw rAM, no wLL evxxu r�LL encr�++i w r-1 Awqw AW h Ono ODoLIM KITCHEN ELEVATIONSlqw 00 EXI5TIN6 NFA ED ARC / ❑❑ \ T ^ i NE y0 `c OF NE X61-61 p Z'rK�2 ��I�J1D, EXI5TIN6 BEDROOM G'�1� �� / X� �o5'I ((I PI—LiASUSAN 11. GARDNER, 1611 2?(�D � �(pII ARCHITECT ffl � n E�� �aqvr 22MoD WT. �Q NO3W SfO➢8U4, NS( IlOOIlO F±L- M1 NEW ATTIC W 2Il2.72rD-.4400 4 D•AM _— oiL 12 NON-HABIT. 2�q�I21�v� R-22 FIBER6L 55 It`�" "" — 1 UDD 'YOUNG& MOA➢D SPACE BATT I N5UL OKIO U', Nd IlIlO5'7 BEADED BD. CEI LI 6 EX I5TING KITCHEN /D � j6tf�-C'. -- - (T—VI r a$�Il-323=®®®® SAS 3K12 �(6 N EXIST. STAIR NEW ,kd,RA6F�/I' W1:11:11:1 EID= DOE] DDEI K CHIMNEY FOUNDATION 1 ` STAN ' T 2xfD��ht SIO � �6'4 �,C GRADE : IFILL W/ RAW CONCRETE CRAWL SPACE W/ WELDED WARE MESH — EXI5TINS CELLAR 5" GONG. SLAB 4" GONG. SLAB _ m 9 31 6 + __-----J-------------`--`------J ---J----`-------`---`-J-------- _`_________________________ } REV I5IONS 4/25/01 EX157 FOUNDATION I55UC- DATE K a NEW 4REINFFOU GONG --- FTS d FOUNDATION Z --------------- -- - LONG. SECTION SECTION A ( 2) # 4 BARS CONT. ( TYP ) a 1/V W-0" N N I N K O J f r� 00.0 P6, Ask O ." ".� �; AW / ` rte P h i w % � ✓'i 0 ! FEEO wr mw n..i �� ."�•� to: Rww ,�EflEO ARC GAlo R/T� N � l a 15351 y04� F OF NEW i SUSAN B. GARDNER, T ARCHITECT FF 235 A9T 22ND qT. 2xg f6° NEW AT VENT ( I') I� IR7w well, mw 110040 UNI NHAB I TABL- M-647-5823 SPACE 20-YS5 6 89 6 7AK PN TO GLERE5TRY AS ATTIC LEVEL IlIl®® 'YQDUINGS II8®ADD 0HURRU, ISI HOW Ip cI0 PI RESTOP rR azt-323.0000 YAK L 5 HALL CLOS. BATH k MAX. 2 -O DRESSING AREA 0 GE LVL- IST FLOOR LEVEL 2K BUILT-IN TUB GROUND LINE J Q B ' GONG. SLAB B" GONG. SLAB r r 8 31 a I REVISIONS 4/25/01 ISSUE DATE z SECTION' C sRCTlov 0 0 ry m rc 0 U z r 1 lel w o Pig 'qw � a ,�. 1;•I ti V� Adak Mml f .••I o o 4w ; o � r h 6 -- ' -O"W X -1' -O"H ROLL-UP DOOR "W ti ~ r l � � DINING ROOM li 4" GONG. SLAB ON 6RADE PITCH 1/4" : 12" [ALL PORCH I� ^y �^ rw I II a I I II II eo � II LABRANI LA f O -___ STAIR 1., 70I I. 6AR44E OPENER 2 � BED °AoCy�T REPAIR EXIST � O IP RANITE V _ L-- - _ \ - �6 6 _ �! LA R(A;HROOMS FUTURE STORAGE KITGHEN i eLoc ?ro T5o I. +/ 1 �f_�<I6 q "______-- 13 _,Z 5/8'5 G 6W � ry d A o L. ii EAS OF COUNTER JJ�� IR I li -_ AB, eELow C � 3'-0'a5'-8' II II 6ARA6$ OPENER I 9TF Na 1535 y0 -- --- — BEADED BD GE I L I NG - bRANI TE 6RAVITE _ II II ry m II III II 3'X 6' FR05T &L POGK'T OR 'III 1 _ I OEN EKED ON WINDOW ruw.cca, I I NEW 6ARA6E LIVING ROOM - r. a° `� _ li li SUSAN B. m B N 1/2" T 71m GA1111NE1i, ARCHITECT 2 1�� 4"-5"' 4'-4" 4'-4"+/_ POTTI N6 BENCH O - - AS 6ELON RANI GRA ITE — _ MATCH EXIST TRIM �' — m BVXIW `t 2M r o wSmv1. -- Nva m)ALI HIMR91H b�_01, 2 — — — B1EW yallYa, MV 90090 �--- %2-6167-5823 TART® EDGE OF TRIM o' LL -------- 902.72 -6994 soK °�9°�=9�ffi-�4D09S; 7AA _ �• O" MIN FROM PROPERTY LINE GRAN I T I LE FLOOR TUB _---__---___ -----------------------------------------------® Iewim awa 42 41 rn"m a.nro a on-323-000000 FAA " I 5 TTIN5 AREA ' PORCH 2 ab'-b" • pZ w - - ® ®� bo ty FLOOR PLAN REVISIONS 1 /16/02 w / ISSUE DATE � 7/4"•T-0" � K CONSTRUCTION PLAN w z a m m a w _ I FFR 52002 �I'/!+ Aml N R O U 000 ✓1 r 2., 0 I� TYP. BASE CABINET TYP. UPPER CABINETTM .r ✓ KITCHEN ELEVATI \'S 24" 24 C _4� / AA r "" pr-o"I !1Utz � 010 am FX15TIW W-h D ARC BARO y�l tx tr (2) 12" LVL RIDGE BEAM y OF NEW 2 X 8 ® I6 SUSAN 13. EXISTING BEDROOM 2 x 10 ® 16" GAli11NC6, ARCHITECT ISM RAOIr MIRRID q'Q. Ml NEW 'YORK, Md ROM M-16,87-5623 • n ENEW ATTIC 111111112 x 6 ® 16 20-225,1 YAT, � 4 X 4 PO T NON-HABIT. 4 X 4 POST TO R-22 FI5ER6LA55 9Il®® ®Q)Nw5ROAD SFAGE (2)q.5" LVL BATT I NSUL BEADED BD. CEILING 2 X 10 ® I6" 2 X 6 0 I6" 3 X 12 ® I6" ��Il-���-®®®® ��tt EXISTING KITCHEN - -_ 5/5" F. G. C� STAIR W o = ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ Ll IL I III I I —I � o - n 0 - II - - — — 2 X 10 0 16" 2 X 10 0 16" — L CH I MNEY FOUNDATION GRADE J EXIST. .. STAI ,',FILL W/ RAW CONCRETE CRAWL SPACE 4" GONG. SLAB 8" BLOCK FDN. W/ WELDED WIRE ME EXI5TIN6 CELLAR . .i 3" GONG. SLAB 6 8" m _—___—___—_____�, '• .� ---__________ ---------- ___- ------------- - �� �• a REVISIONS I /16/02 EXIST. FOUNDATION ISSUE DATE a —___—___—__ _.___ ___—________ CONCRETE FOOTING WITH ____—_____--_________-_—__ ________________________________ (2) # 4 BARS CONT. (OPT.) z LONG. SECTION SECTION KITCHEN ELEVATIONS m N J 1/4"'1'-0" x rc a 0 O