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HomeMy WebLinkAbout30671-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31083 Date: 08/03/05 THIS CERTIFIES that the building ALTERATIONS Location of Property: 490 NORTHFIELD LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 3 Lot 4.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 28, 2004 pursuant to which Building Permit No. 30671-Z dated SEPTEMBER 29, 2004 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 ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JUDITH A PEREZ & SANDRA KRAC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 96738C 07/25/05 PLUMBERS CERTIFICATION DATED 08/02/05 VIN BORDASH Authorized Signature Rev. 1/81 Form No.6 t TOWN OF SOUTHOLD BUILDING DEPARTMENT _ I TOWN HALL I 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY `f�' qty �tn (� 1� rn This application must be filled in by typewriter or ink and submitted to the Building Departr4gt;will the yiT f I U :1u, JUL LutA A. For new building or new use: 1. Final survev of property with accurate location of all buildings, property lines, street , and unusual r}giifal,R( ! topographic features. - ---p—� 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2!10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.0(), Additions to dwelling $25.(1(1. Alterations to dwelling$25.00, Swinuning pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $5200 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date.New Construction: _ ✓ Old or Pre-existing�B+uilding: (check one) I -/ Location of Property: 490 Ivo r S 1`t cw L_ tit e 1 ko I d House No. Street Hanuet Owner or Owners of Property: U d &k �r e Q t'j __ Sin� Suffolk Countv Tax Map No 1000, Section COG _ Block b o 3 Lot e�)o q . p 0Z Subdivision Filed Map. Lot: Permit No. 3 o - I Date of Pemut. _Applicant:_ _ Health Dept. Approval: Underwriters Appro�aL Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $,,,167, O U 3 �pplica S gna ure 'P q c 0 o8'3 Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number 7/25/05 375 Dunton Avenue 96738C East Patchogue, New York 11772 (631)266$642 Issued To: Judy Perez Street: 490 Northfield Lane Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: Dynatron Mechanical Contracting Lic.# 2581-E Was examined and found to be in compliance with the National Electrical Code. CJ Commercial ❑ NV Defects ❑ Pool ❑X let Floor X❑ Indoor ❑ Basement ❑ Hot Tub 7( Residential ❑ Det Garage ❑ Attic ❑ 2nd Floor KI Outdoor ❑ Addition l I Survey 8wltohes RaopMota RNI U►es Opt Haters AIC Pant 20 20 20 10 2 1 Dishwasher WntleNAmps Orpr/Amps Oven RangslAmps Miamwoves 2 1 1 401 Furnace Oil Gore Circulalora smoke Detector hell Trans/oflner 5 Meter Amps Phase UWOH Jamul Television CO Delecter INS1 Bldg. Permit: 30671 Other Equipment Oamp sub panel ugo S urdi President 6 l — „ Inspector: John McMahon III .m �iAallnaon: 07/gi/F006 — — Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �a »u - �gUFFO(,�coG Town Hall,53095 Main RoadOy �� Fax(631) 765-9502 P.O. Box 1179 �O! �QQ Telephone (631)765-1802 Southold.New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: d V Building PermitNo. (���(� f^ -Z- Owner: (Please epprint) /� e Plumber: A/ �6�e i�l/1 S/ (Please print) I certify that the solder used in the water supply system contains less tha 2 10 of 1°o lead. (P m ers1 ure) Sworn to before me this i day of U U , 20 Notary Public, 'QF— County A-00 UI:900o — MeOry /walk. Stw% of mew York jida 4719340 • Suffolk County pMm"qp Lyaw a umb 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. 30671 Z Date SEPTEMBER 29, 2004 Permission is hereby granted to : JUDITH A PEREZ PO BOX 988 SOUTHOLD,NY 11971 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 490 NORTHFIELD LA SOUTHOLD County Tax Map No. 473889 Section 079 Block 0003 Lot No. 004 . 002 pursuant to application dated SEPTEMBER 28, 2004 and approved by the Building Inspector to expire on BCH_ 29;---2-0.96 _ Fee $ 150 . 00 1 th - zed Signature ORIGINAL Rev. 5/8/02 [;I_-; i�tit�C�� i c,-FII ii a ffK L Lei� 8 Jul 2005 ' I I )!11 14 2005 Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-1179 Aft: George Gillen, Building Inspector Dear Mr. Gillen: I am writing regarding the Final inspection for permit number 30671. t hereby certify that the two concrete foundation pads and the venting of the cathedral ceiling were completed according to Town of Southold Building Codes at 490 Northfield Lane, Southold, NY 11971. If I can be of further assistance, please feel free to contact me. Yours truly, �5,;Vk AIDC �\y OST 6 RD h/TF rBromley s� OI3545 9TFOF NF%N�O 242 WEST 27 STREET NEW YORK NY 10001 TEL 212 620 4250 FAX 212 620 4502 E-MAIL bremleyCbromleycalderimm W!e www hrnminvr lrinri nnm 3 0 � 71 Z- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [,>OINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: © tom DATE 7- T os INSPECTOR �� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] Rpt" PLBG. 1 [ ] FOUNDATION 2ND [p-T'INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 �� �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] R N PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ - *INAL [ ] FIREPLACE & CHIMNEYS[ ]/FIRE SAFETY INSPECTION REMARKS: l G�C� ��10�c'.j�cl'-✓ /i DATE ✓ �� 6 INSPECTOR ter.- v o�*OF Sooty' ��OUNT101lly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L°:` IV.IZ4 01 DATE 3 r / os INSPECTOR ✓// '`� �^_ 36 671 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: " an 02- � DATE - ' INSPECTOR�• TOWN OF SOUTHOLD PROPERTY RECORD CARD - 3- .z OWNER 1 STREET // VILLAGE DIST. SUB. LOT ORME OWN R N E �rw+� ACR. 1 vJrr� N1�CtcbP S TYPE OF BUILDING W RES. (7 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS L !'f! !^G Pt..�^ire. p ••l � ,, i ,�.Y _ T / iJ` a/e F J a, 55Uv U DING NDI�II /ia y3 � � /!9,4.9 0 '/�c= 1�Q p� HZOC� LrU adz J /s//�s B/° /YoF3/ �cns/r t%<rE /<pGear ✓\'"LC�iy 137YA NG Tillable 1 S/G��G d�, /� /yY C<n5�i. ao �r Tillable 2 3 / _7 - QC-fZ o� ✓erdF�k EG 02 _ Tillable 3 L2L �S ,F '`� r �yP Woodland 1 /6 —� �� —1"1 CCi�? ec 3'7 �0 _ Swampland FRONTAGE ON WATER 7 0/ k p,-T) Brusfiland FRONTAGE ON ROAD 7- House Plot DEPTH BULKHEAD Total '" DOCK I COLOR r '. TRIM � -- y,4 T - i �f I M1 i /cTy f Bldg. z X 447• _ //alp ` Foundation /D/C Bath Dinette i 'e sion I Z 3 _ -4 o 2� I '3 2� Basement / Floors Q K. t 3sion 13 x I I = 3 �3) 3 y� Ext. Walls Interior Finish S/ LR. tension Fire Place �/a Heat / DR. r 1 o J ✓s f34 "Type Roof pe A Rooms 1st Floor BR. rch Recreation Room Rooms 2nd Floor FIN. B. oc11 hD 5�3 �43} -0 31 Dormer 'e'BY 7 x i3 = 2911 �3 Z Driveway arage atio tal q3 FIELD INSPECTION REPORT DATE COMMENTS t FOUNDATION(1ST) x ---------------------------------- - C FOUNDATION(2ND) X/-0 F o � 0 a ROUGH FRAMING& PLUMBING CPC INSULATION PER N.Y. STATE ENERGY CODE a l ; � r l� d FINAL ADDITIONAL COMMENTS C� 04- Olt N_o Z / gym z m e ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 SEP 2 a 4 sets of Building Plans TEL: (631) 765-1802 - Planning Board approval FAX: (631) 765-9502 i Survey ww,w. northfork.net/Svwhi)ld/ PERMIT NO. 306 1Check Septic Form N.Y.S.D.E.C. � // Trustees Examined 20 �1 Contact: Approved 1121 ,204— Mail to: Disapproved a'c —_._. rr Phone: X03 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT - - SQA 1 O 20 Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. .APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of 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. \ (Signature of applicant or name,if a corporation) o, (Mailing `CZE (Mailing address of applicant) to L% State whether applicant is owner,, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder q � �� COY—\-h rtnc� U f Name of owner of premises ; U I Yl t1 - �ec e 2 Gall e� S n,11 Alt G ( a.L (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 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: LA Ok O %,-) gA �. `.-o.Yl 2 -S. o House Number Street p� Hamlet q County Tax Map No. 1000 Section 1 Block 3 Lot Lid 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 b. Intended use and occupancy E-k N(.(y 5A csr\ SS.A.> Q h W S11. 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units <Qp e, Number of dwelling units on each floor p(\e If garage, number of cars 1;4- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. {� 7. Dimensions of existing structures, if any: Front 1'\ -A1 -Ah Rear y j7 I Depth '�LA' q tt Height \O;k,' Number of Stories 0,f\e Dimensions of same structure with alterations or additions: Front Rear 4-1 I t Depth W 2 i a" Height \ Number of Stories an e 8. Dimensions of entire new construction: Front t f -4 7 tr Rear �J � al l Depth "a� Height Number of Stories Ol\ e A-p,<&e- 9. Size of lot: Front LA� Rear D I Depth CAW 3 ao IF) 10. Date of Purchase \\—\b_�� Name of Former Owner W oG, 11. Zone or use district in which premises are situated Resi '\s:mV c� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO'\4 13. Will lot be re-graded? YES_NO_Will excess fill be removed from premises? YES NO �v?�kti k Qere z 96•Qsox.4W 14. Names of Owner of premises 5c.,n�ro, (Lr v. c- Address Sa A',-) Phone No.g65- NL (-j Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES\NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF_ � o� J being duly sworn, deposes and says that(s)he is the applicant (Name of individ igning contract) above named, (S)He is the tnA o f (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 efore me 's dag-bf__Sf�y 20 otary Pu 'c Signature of Applicant PATRICIA CORWIN Notary Public,Stale of New Yoh / Na.01005017852 C�alified inSuNoIA CAeflt) m-�ssi.n fapuee Sept 13, � BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 9 /x/04 APPLICANT F �A� - DATE SUBMITTED: -j��.J&/04 SCTM#DISTRICT: 1,000, SECTION: � BLOCK: 3 , LOT: q-Q SUBDIVISION: 'W.4 ADDRESS:.1jo AneW &-.a /„a_ CITY: ` �Nh�� ZONING DISTRICT: +— CONFORMING?-/IJO — BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 4919 -Z/C/0 Z-1 3 g l , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE:-6, 36 REQ. LOT COV. �4°�, AC LOT COV. REQ. FRONTOP. FRONT RFS SIDE AC IDE REQ. REAR PROP. REARy REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Acachtlelss ESTIMATED PROJECT COST: T/ENGINEER: 86)mg Y WATER FRONT? "ey DESCRIPTION: PANEL # A e FLOOD ZONE: X BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES of TO (BED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y orf SEPTIC CERTIFICATION: Y 0(5 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES orDTE: _ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE _/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES 060- DTE: _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES oko NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) ES NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ASF)- (_ SF)= SFX$ =$ +$ +$ _$ 2. ( SF)- SF)= SFX$ =$ +$ +$ _$ 3. ( SF)- SF)= SFX$ =$ +$ +$ _$ FINAL TOTAL: $ `� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%:Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS:Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) O�Og�fFO��-�o 0 COD r Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 AIj01 0� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT September 16, 2004 TOWN OF SOUTHOLD Shore to Shore Renovations A/C Perez 409 Canoe Place Road Southampton,NY 11968 To Whom It May Concern: Please take notice that your building permit application, dated September 10, 2004, for a permit for additions and alterations to an existing single family dwelling at 490 North Field Lane, County Tax Map Number 1000-79-3-4.2 is being returned as incomplete and cannot be processed until the following amendments are made: 1) Compliance with the most recent New York State Building Code for Residential Construction. We have included an information package to help you and your design professional to understand exactly what is required on each set of building plans. Please feel free to resubmit the application when you have addressed the above referenced issue. If you have any questions,please feel free to call this office at 631-765-1802. Respectfully Yours, Southold Town Building De artme NEW 5a"x14" PSL RIDGE BEAM GENENCI NOTE WEDGE TIGHT TO UNDERSIDE OF --- CALCULATIONS DETAILS AGRANNUMENTRAND 5102 '- EXISTING 2x8 RIDGE PLATE. USE % HARDWOOD SHIMS, AS REQUIRED. _ _ 4 WHET r GI DGALGI i 5101 --- ---- ' THE ABOVE RiAY RE DISCLOSED OR GIVEN OR DR i u r x, EGN— �� �� NCHDREaxw.nh�PC --'' ANCHOR CONSULTING REMOVE CEILING JOISTS NEW W12x35 TRANSFER GIRDER °1^'^� �^^° T: F :- : T AND WALL AFTER RESUPPORTING ROOF gI'xI' TS 3"xYXX" COLUMN ON NEW RIDGE BEAM IIr TS 3"0"1 COLUMN, TYPICAL 6 � 7 � 5102 ,`• , 1 House Framing Section 1 House Framing Section 2 /oF^'E -- ,\ e SF 9�sml02 LAR ,,� oa za oa co,,,i,,,GeoN a O ` L-P::a;LT)' m m a os Progress — \ u V . EXISTING CEILING JOISTS BEYOND TO REMAIN. IDEAL Krac Residence T S 3"x3"vY" e�on,lav 11111, IGELAGN �iP znz Ylrk zNY 10001 Newyork,NV 10001 p 2050 3 i ziz212 Tz6oae612z EXISTING COLUMN 5102 IN BASEMENT BLOCK TIGHT naeaw�� 10 ADJACENT _ � 'Il ' f ♦ FRAMING, BOTH SIDES UCLA miaon i Y2 GAP PLATE TRAGNor ML � I I 3/a"0 A-325 THRIT BOLT, ILE "M' BOTH SIDES F,an,,,,g seam A,,oPmil: STEACIN.LANE 3 House Framing Section 3 4 Eave Connection Detail S1 O 1/4"= p_O�� 1" — 1w" ".P�o��"PPA OAK WEDGES, AS REQUIRED REMOVE PORTIONS OF SILL PLATE AND SIMPSON CCO5E COLUMN CAP RIM JOIST INTERFERENCES AT COLUMN, — THIN GASPING ANA TH I °ANI THE SPOI FOR AILLOG THEY ° 11 HILTI HY750 EPDXY BOLT SYSTEM PRODUCED FOR THE POI PROJ CC AND COLECO )PLO 'HIT' BOLT EACH SIDE US D By ANY PERSON,OAS OR GOTH.SAIN 5" EMBEDMENT INTO TOP „ OF FOUNDATION WALL p� nDIRECTION OF ANCHORCONSULTING,P= Y" BASE PLATE OVER NON- i -_-_--- SHRINK GROUT LEVELING PAD.. ANCHOR CONSULTING EXISTING FLOOR JOIST — "m A-d25 THRU-BOLT •.• ".••.� 21 1 2.21.7.1. a TYPICAL 1/4 Y{ BASE PLATE d ;Y « Base Connection Detail t 2 ,,Q.. A _ EXISTINGJOy I5T5 az 082404 C°nsVucbon Ridge Connection Detail 1/4 YN,F Ol 071404 PF°°Fe=a 1 _ ,_D„ 4" I MIN i i i Krac Residence CUT BACK EXISTING GIRDER AND RE-SUPPORT ON NEN CAP PLATE I u. 84mNC Yca,m°Aanimsis x44 West rrm S."" EXISTING GIRDER BEYOND NOTCH BOTTOM EDGE AS REQUIRED. New Ymk,eY loom ° 312 6204150 GUSSET, BOTH SIDES NEW h" CAP PLATE i414PON 4GON JA EXISTING CAP PLATE CALE Yz" GUSSET PLATE 1/4 oT in 04 VERIFY EXISTING COLUMN SIZE TYP OATS AND NOTIFY ENGINEER 1/4 °""`"""T CIL COLUMN REINFORCEMENT MAY BE REQUIRED "s""" Famms o°iPlm A-IA Column Connection Detail S102 UrFIC-F PAOH /�. F TIT PEE ECTNO SEEPROSTRUCTURALDRAWINGS 5101-2 FOR RIDGE BEAM, COLUMNS & Nf ETI� ,a HEADER BEAMS. COORDINATE FIELD CONDITIONS WITH OWNER & ARCHITECT. 242 WEST 27TH STREET COORDINATE SELECTION AND DETAIUNG OF PLUMING FIXTURES, NEVA YORK CITY 10001 APPUANCES, HARDWARE, CABINETRY, WOOD FLOOR, NEW WINDOWS & TEL 212. 620. 4250 DOGRS, PAINT, WITH OWNER FAX 212. 620. 4502 PROVIDE WALL BASE & TRIM, DOOR & WINDOW CASINGS TO MATCH WWWBROM EYCALIDAflI00M EXISTING. ALTERNATE WINDOW; UWNG ROOM CEILING: SHEETROCK OVER EXISTING RAFTERS. COORDINATE WADI OWNERS. DETERMINE IF FURRING IS REWIRED FOR LEVEL INSTALLATION. 4�' 3_O3.t FLOORS THROUGHOUT: REMOVE DUSTING CARPEF. PROVIDE NEW 5'-0" 4 1'-0• HARDWOOD FLOORS. COORDINATE WITH OWNERS. BATHSADJ. SH EXISTING EXISTING EX. WOOD POOL 12 LA /—LOWER STORAGE CABINET PATH SURROUND ® GRADE / ADJUSTABLE SHELVES ABOVE; COORDINATE AUDIO REQUIREMENTS EX. DECK APPROyE. D AS NOTED GL PATH OWNERS. _ 26X80 3080 cFi, DATE: Z _ 5 P 9�T 2,12- EX. LIVING _ NOTI Y BUILDI. ., = r TMENT AT 765-1802 8 APA TO 4 F obi rOR THE ALIGN PARTITION WITH STEEL COLUMN FROM RIDGE TO ELECTRIC KICK HEATER FOLLOWING INSPECTI INS EDGE OF ENDOW TRIM. STEEL HEADER ABOVE. 1. FOUNDATION - aO REQUIRED FOR POURED C6' RETE STEEL BEAM IN GWR 3'-0• HIGH COUNTER OVER 12• DEEP 2. ROUGH - FRAMING PLUMBING STEEL PIPE COLUMN EACH LOWER CABINETS 3. INSULATION END OF BEAM. ENCLOSURE ABOVE. 8'_0• NEW RAIL TO MATCH ORIGINAL TWE. 4. FINAL - CON`.'TF',I ICTIOPI MUST 1/5102 EXISTING BE COMPLE IE =OR C.O. EXISTING DECKING _ ALL CONSTRUCTION SHALL MEET THE — — _ REQUIREMENTS OF THE CODES OF NEW EXPOSED LAMINATED WOOD RIDGE �� �� - 6bxw YORK STATE. NOT RESPONSIBLE FOR 2/S102 BEAM ABOVE: SEE S-DW'GS. o Oj 2/5101 DESIGN OR CONSTRUCTION ERRORS. 2/S101 ALIGN DINING 4 COMPLY WITH ALL CODES OF SINK GARBAGE NEW OUTSWINGINC PATIO ODORS NTH YORK STATE & TOWN CODES 12X15X8 'pHANraM SCREEN'. AS REQUIRED AND CONDITIONS OF DW 24 SI17XNK24X8 D SOUTHOLD TOWN ZBA 12• DEEP KNEE SPACE. �/� NEW SLIDING ENDOWS. SET SLIDING / "� J KITCHEN _ WINDOW CHANNEL FLUSH TO SOUTHOLD TOWN PLANNING BOARD DW 24 r O COUNTERTOP. SET HEAD AT UPPER ❑ SOUTHOLD TOWN TRUSTEES CABINET UNDERSIDE. �+ N.Y.S.DEC 12• DEEP LOWER CABINETS. ,I I ONEW J A I ZONE � — SUSPENDED UPPER CABINETS `1 F��Q� ,� A COOKTOP EX. SWIMMING POOL O A.. WITH DOWN LIGHTING 36 CENTERED OVER COUNTER. COMPLY WITH CHAPTER 46 WINE za FLOOD DAMAGE EX. PORCH I SOUTHOLD TOWN CODE. TION i�j"- ALIGN I ME I Sl PS STEEL PIPE COLUMN ALIGNED WITH EXISTING LALY COLUMNI :c Q ❑ OCCUPANCY OR ALIGN IN BASEMENT BELOW. BUILT 1 WAL TIGHT TO COLUMN. A 3/5101 3/5102, / 15R RFF DBL 30 0 PANTRY 3 /5101 USE IS UNLAWFUL F WITHOUT CERTIFICATE 27xeo c OF OCCUPANCY PATCH & REFINISH AT r?, 4- • NEW TILE & WALL FINISH OVER REMOVALS, TYPICAL EXISTING WAUS ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE UNIT SFoww uNlr seaWER ❑ CODES OF NEW YORK STATE. EX. BR 3 30%54 36X38%42R VANITY F FINISH OPENING 1" SHORTER m / 19/22/2004FOR & Y NARROWER THAN DOOR •"i 125CFM BATH T UNDERWRITERS CERTIFICATE ISSUED FOR BD REVIEW LEAF TO BLOCK LIGHT & BATH Z EXISTING DECKING REQUIRED 0/7/2004 SIGHT OF CARRIAGE. RE-USE EXISTING w 18x20 weVIC OOR. MAJOR BATHROOM & KITCHEN REVISION _� 8/17/2004 CLOSET D _ CERTIFICATION OF / DEMO ENTRY CLOSET, ADD UPPERS ED IONS COOKTOP, REVISE KITCHEN WINDOWS TO Q -*„ 1-3 28X80 EXISTING NAILING &CONNECT EXIST. REQUIRED. SLIDERS, REVIDE PRSFU V N WALL/CLOSET, EXHAUST GRILLE TO ONE OF NEW DECKING OVER NEW LIN _20%80 2._4" ROOTOP FAN UNIT. SLEEPER FRAMING. E%ISL LINEN/MODIFY CLOSET, SHORTEN WC, ADD z 26%FULL " PLUMBER CERTIFICATION KICK HEATER, REVISE REMOVALS PLAN NEW DECK SIPS 70 MATCH ORIGINAL TWE ON LEAD CONTENT BEFORE ACCORDINGLY CCUPA CERTIFICA SOLDERTU�D�NWA ERY 7/22/2004 I SUPPLY SYSTEM CANNOT MEASURE 2 EX. BR 1 EYCEEU 2;10 OF 1% LEAD. EX. BR Irnsu sama 2aDu� KRACREREZ HOUSE a� SOUTHOLD NEW YORK •i FRAME OVIR OPENING. PROVIDE F PLUMBING FLAMEOUT SCREEN AT UNUSED &WATER LINES NEED ALL PLUMBING WASTES xw�c WINDOW. TESTING BEFORE COVERING FLOOR PLAN DUSTING NEW WINDOW TO MATCH EXISTING. maEaW 0428 xu¢ 1147 = 1'-0" onAxx By MG ops 7/27/2004 „J\cc.cU Hly�/, i 013545 ' 9T O OF PI E\V Al wxeFa PaOy ��. REMOVALS NOTES '-"-'�D'-"-' �a REMOVE & DISPOSE OF ALL DEBRIS IN A SAFE & LEGAL MANNER. 242 WEST 27tH STREET PROVIDE TEMPORARY SHORING & BRACING IN AREAS WHERE NEW YORK CITY 10001 BEARING WALLS, POSTS AND COLUMNS ARE TO BE REMOVED. TEL 212, 620. 4250 REMOVE SHORING IN CONJUNCTION WITH INSTALLATION OF NEW FAX 292. 620. x$02 HEADER BEAMS, RIDGE & COLUMNS. SHORE BOTH SIDES OF RIDGE IN UVING ROOM TO PERMIT INSTALLATION OF NEW RIDGE BEAM AND REMOVAL OF EXISTING ROOF COLLARS. WMAMM UEYMOAR.00M WEATHER PROOF ALL WALL OPENINGS MAD IN EXTERIOR WALLS. CLEANLY CUT WORK TO BE REMOVED FROM SURROUNDING FINISHES __ TO REMAIN. REMOVE BATHROOM & H' CAP PLUMBING UNDER FLOOR. F, `'r,-J L SHORING &BRACING------ REMOVE EXISTING WALL; / PROVIDE TEMPORARY s � (1/ -------------------- 11 CUT-BACK DECK FOR r NEW STEPS. I - REMOVE EXISTING SLIDERS — & CUT OUT WALL FOR NEW 1WNDOWS. REMOVE EXISTING GWW CEILING _ ___ ,_--_.____- REMOVE EXISTING DECK — - -"------- BOARDS GRADE FRAMING - -- - TO REMAIN. REMOVE KITCHEN & CAP -- - PLUMBING UNDER FLOOR. --"'-:------- -- �____ - „ ti r REMOVE BATILROOM & CAP PLUMBING UNDER ' FLOOR. p y ------- 9/22/2004 �,& CLOSET - ISUED FOR BD REVIEW DOOR. • • 4 .. "----..s-- .. �r ....--- 9/7/2004 MAJOR BATHROOM & KITCHEN REVISION / 8/17/2004 DEMO ENTRY CLOSET, ADD UPPERS COOKTOP, REVISE KITCHEN WINDOWS TO SUDERS, REMDE REF/OVEN WALL/CLOSET, ADD NEW 6' REPL SLIDER, ADD HALL UNEN/MODIFY CLOSET, SHORTEN WC, ADD KICK HEATER, REVISE REMOVALS PLAN ACCORDINGLY 7/22/2004 MEASURE ' xExsoxsA`�s 4'-D' KRAC+PEREZ HOUSE SOUTHOLD NEW YORK REMOVALS PLAN WINDOW CUT-WT TO MATCH ADJACENT EXISTING UNIT. lu m ap 0428 1/4' = 1'-0' wuxxm MG 7/27/2004 q�9p 073545 4\F Qr A2 NUM#R P?k c 11 F NQKIIVG SCWSULS (AS PER AF&PA WFCM TABLE 3.1) ®E NOTES CONSTRUCTs®N KEY SR OF SYMBOL DESCRIPTION M ROOF VENT. ROOF VENT. 1. ALL WORK SHALL CONFORM THE NEW YORK STATE BUILDING CODE FOR RESIDENTIAL n n n a JOWDEOMFrION COI�AONNAILS BDXWARS MIL SPACING CONSTRUCTION. T1, �� O ROOF FRAMING ROOF 2. ENERGY CODE: THE PROPOSED WORK IS UNITED TO SELECTIVE INTERIOR RENOVATION TO ISM E%ISTNG WALL ON CONSTRUCTION TO REMAIN. J RAFTER TO TOP PLATE (TOE-NAILED) 4 - BD 4 - 10D PER RAFIER 11 1 AN EXISTING SINGLE FAMILY HOUSE. EXISTING WALL ON CONSTRUCTION TO BE REMOVED. 242 WEST 27tH STREET CEILING JOIST TO TOP PLATE (TOE-MATTED) 4 - W 4 - 100 PER JEST 3. DESIGN CRITERION CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) N/A (FIAT ROOF) N/A (FLAT ROOF) EACH LAP KITCHEN BATH 1 BATH 2 BATH 3 NEW YORK CITY 10001 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) N/A (FLAT ROOF) N/A (FLAT ROOF) EACH LAP 3' WAND SPEED: 120 MPH EXTERIOR BEARING STUD WALL: 2XL ONSULATED NTH WORD STUD RENOVATE EXISTING RENOVATE EXISTING NEW 3" RENOVATE EXISTING BEARING FRAMING 016" D.C., FULLY INSULATED WTH R19 TEL 212. 620. 4250 COLLAR TIE TO RAILER (FACE-NAILED) N/A (FIAT ROOF) N/A (FLAT ROOF) PER TIE SEISMIC TNG:CATEGORY. C BLOCKING TO RAFTER (TOE-NAILED) 2 - BD 2 - 100 EACH ENO KITCHEN BATHROOM BATHROOM WEATHERING: SEVERE FIBERGLASS BATF INSULATION. FAX 212. 620. 4502 1-1/2" 1 /2" FROST UNE DEPTH: 3'-0' RIM BOARD TO RAPIER (ENO-MATTED) 2 - 160 3 - I6D EACH END / r_,�2•• (-I __ EXTERIOR FINISH: MATCH EXISTING OINFILL WALLS. WT♦IIII �i��RI COM WALL FRAMING / I TERMITEWINTER DPROTEC ON: MODERATE/HEAVY INTERIOR FINISH: I/2" GYP. BD. UNLESS OTHERWISE NOTED. DECAY CATEGORY: MODERATE/SEVERE MOISTURE RESISTANT GYP. BD. IN BATHROOMS & KITCHEN. TOP PLATE TO TOP PLATE (FACE-NAILED) 2 - 16D' 2 - 16D� PER FOOT I I I I I I NEW I I I FLOOD ZONE HAZARD: PER FEMA MAP UNDER RENEW TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16D 5 - 160 JOINTS - EACH SIDE NEW SINK SINK I I LAV LAV N LAV INTERIOR BEARING SND WALL: (1) LAYER 1/2" GWB EA. SIDE OF 2X4 SND TO SND (FACE-NAILED) 2 1 160 2 1 160 24' O.C. I I I I 4. WOOD PILES SHALL BE PROVIDED IN COMPLIANCE W/ 1808.2 AND FEMA REQUIREMENTS. WOOD STUD BEARING FRAMING 0 16' O.C. HEADER TO TOM PL TE TO STUD (E - 1 - 4 16' O.0 ALONG EDGES NEW _ EXISTING TUB TO TOP OR BOTTOM PLATE TO SND (END-NAILED) 2 - i6D 2 - 4W PER STUD DW ' DW WC I I NEW WC :,BE REMOVED,& 5. DESIGN LIVE LOADS - PER TABLE R301.4: , BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDMST 2- CAPPED DECKS: 40 PSF OR BLOCKING (FACE-NAILED) 2 - 16Du 2 - 16D'a PER FOOT EX. 2" I SHWR. 2' SHWR. 2" ROOMS G OTHER THAN SLEEPING ROOMS: 40 PSF ® WOOD POST OR PILE; SIZES AS SHOWN. "-----------' SLEEPING ROWS: 30 PSF EX. 3" 3" 3" - STAIRS: 40 PSF BEAM, GIRDER, HEADER OR UNTEL SIZE & TYPE AS SHOWN. PROMDE FLOOR FRAMING EX. C.O. 2" LTEX. 2" 3" C.O. GUARDRAILS & HANDRAILS: 200 PSF �-� MIN. 2' END BEARING WITH DOUBLE STUDS UNDER PLATE. VERIFY JOIST TO SILL, TOP PLATE OR GIRDER (TYLE-NAILED) 4 - ED 4 - 1W PER JOIST C.O. EX. 3" EX. 2" EX. 3" C.O. THAT POINT LOADS ARE SUPERIMPOSED OVER MIN. (3) FLOOR JOISTS 2 - ED 2 - 1W EACH END - - 6. DEAD LOADS: SHALL BE THE WEIGHT OF ACTUAL MATERIAL & CONSTRUCTION (PFR W/ DOUBLE STUD PLATE, STEEL BASE PLATE AS REWIRED. BRIDGING TO JOIST (TOE -- CLAUSE R301.3) REINFORCE FLOOR JOISTS WTH BRIDGING AND BLOCKING AS REQUIRED. BLOCKING Hl JOIST(TOE-NAILED) 2 - Eb 2 - 100 EACH END TO EXISTING SEPTIC COORDINATE DETAILS WTH ARCHITECT. BLOCKING TO SILL ON TOP PLATE (TOE-NAILED) 3 - 16D 4 - 160 EACH BLOCK 3 - 16D 4 - 16D EACH JOIST EX C O SYSTEM. 7. GROUND SNOW LOAD PER MAP D PER AS 45 PSF LEDGER STRIP TO BEAM (FACE-NAILED) CONVERTED ROOF SNOW LOAD PER ASCE 7 = 32 PSF JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - BD 3 - 100 PER JOIST �-i >D SMOKE DETECTOR BAND JOIST TO JOIST (END-NAILED) 3 - 16D 4 - 16D PER JOIST EXISTING SINCE SNOW LOAD IS LESS THAN 70 PSF THEREFORE, PER R301.2.3, CONSTRUCTION BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - I6D' 3 - 16D PER FOOTHOUP E PROVISIONS OF CHAPTERS R5, R6 & RB APPLY. . IMF SHEATHING l G°'LNJ SII ° NG G� S ` UAG A 3 n� S 8. EXISTING SCUMMING POOL COMPLIES WITH THE PROVISIONS OF RESIDENTIAL CODE. NOTES N.T.S. 1. DIMENSIONS i0 FACE OF FINISH SURFACE UNLESS OTHERWISE SHOWN. STRUCTURAL PANELS 9. EXISTING POOL BARRIER: IN THE FORM OF A PERIMETER SECURE THE RESIDENTIAL CODE INTERIOR ZONE BD 109 6- EDGE / 10 FIELD INCLUDING: 2. COORDINATION: COORDINATE FIELD CONDITIONS AT VARIANCE WITH THE DRAWINGS, PLAN PERIMETER EDGE ZONE BD 10D 6- EDGE / 6" FIELD - HEIGHT: MIN 48" LAYOUT, 2 DIMENSIONS EPC., ITEMS CONTINGENT ON SITE CONDITIONS, LIGHTING + ELECTRIC - OPENINGS: SHALL NOT ALLOW PASSAGE OF 4" DIA. SPHERE FIXTURE LOCATIONS, TRIM & CABINET DETAILING, ETC., WTH ARCHITECT. DIAGONAL BOARD SHEATHING 1'X6" ON 1"XB' 2 - ED 2 - 1W PER SUPPORT - SELF-CLOSING GATE COMPILES WITH AG105, SECTIONS 1-7, 1'%10" OR WDER 3 - BD 3 - IOD PER SUPPORT AND FURNISHED WTH A CHILD-PROOF LOCK. CEILING SHEATHING GYPSUM WALLBOARD 5D CODERS 5D COOLERS 7- EDGE / 10' FIELD WIND REGION NOTES GENERAL NOTESWALL SHEATHING STRUCTURAL PANELS BD 1W 6- EDGE / 12' FIELD 1. APPLICABLE WIND REGION CLASSIFICATIONS; 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR AND SHALL PERFORM ALL OPERATIONS NECESSARY TO COMPLETE THE WORK SHOWED ON, CALLED FOR FIBERBOARD PANELS WIND REGION: 110 MPH WIND REGION PER FIG. 1609 OR REASONABLY INFERRED BY THESE DOCUMENTS. THE CONTRACTOR SHALL USE 7/18• 6D' - 3' EDGE / 6" FIELD WND-BORN DEBRIS REGION: PER DEFINITION 1604.2 ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPOSURE CATEGORY: B, PER 1609.4 EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMIUAR WITH THE 25/32' 6D' - 3' EDGE / 6' FIELD IMPORTANCE FACTOR: CUSS I, PER TABLE 1604.5 SPECIFIED REQUIREMENTS, THE CONDITIONS AT THE SITE AND THE METHODS NEEDED FOR GYPSUM WALLBOARD SD COOLERS 50 COOLERS 7' EDGE / 10' FIELD THE PROPER PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL COMPLY WITH ALL HARDBOARD BD 8D 6' EDGE / 12' FIELD 2. EXISTING MEAN HOUSE HEIGHT IS LESS THAN 33 FEET. ALL NEW GLAZING IS LESS THAN MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS AND SPECIFICATIONS. ALL WORK PARTICLEBOARD PANELS ED BD SEE MANUFACTURER 30 FEET ABOVE GRADE. SHALL BE ACCURATELY AND NEATLY FABRICATED, ASSEMBLED AND ERECTED. DIAGONAL BOARD SHEATHING 3. OPENING PROTECTION FOR NEW OPENING: GLAZED AREAS OTHERWISE CONSTITUTING 2. VERIFY ALL DIMENSIONS AND ALIGNMENTS IN THE FIELD AND NOTIFY THE ARCHITECT IN 1'X6' OR 1'%8' 2 - BD 2 - 100 PER SUPPORT 'OPENINGS' (AS DEFINED 1609.1) ARE EXEMPT FROM 'LARGE MISSILE TEST' COMPUANCE THE EVENT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1'X10' OR WDER 3 - 8D 3 - 1W PER SUPPORT (PER 1609.1.4.1) WE TO 16.4.1 EXCEPTION 1; WHEREIN ALL OPENINGS FITTED WTI PRECUT STRUCTURAL WOOD PANELS COMPLYING WITH 1689.1.4. ARE EXEMPT FROM THE 'TEST' 3. THE WORK SHALL COMPLY WTH LATEST REQUIREMENTS OF THE NYS BUILDING CODE FOR FLOOR SHEATHING REQUIREMENTS. RESIDENTIAL, NATIONAL ELECTRIC CODE, NATIONAL FIRE PROTECTION ADMINISTRATION, FEMA, AND ALL APPUCABLE LOCAL CODES AND ORDINANCES, STRUCTURAL PANELS 3A. WOW STRUCTURAL PANELS SHALL BE MINIMUM 7/16' WTH A MAXIMUM SPAN OF V OR LESS ED 10D 6' EDGE / 12' FIELD 8'-0', AND SHALL BE ATTACHED IN ACCORDANCE WTH FASTENER SCHEDULE TABLE 4. DEBRIS SHALL BE DISPOSED OF IN A SAFE & LEGAL MANNER. GREATER THAN 1" IOD 16D 6' EDGE / V FIELD 1609.1.4 AS FOLLOWS: 5. THE CONTRACTOR SHALL APPLY FOR, AND BEAR THE COST OF, ALL REWIRED WORK DIACONAL BOARD SHEATHING PERMITS AND INSPECTIONS. 1"X6' OR 1'X8' 2 - BD 2 - 1W PER SUPPORT FASTENER SPACING 1'X18" OR WDER 3 - QU 3 - 1W PER SUPPORT 6. THE JOB SITE SHALL BE MAINTAINED IN A SAFE AND ORDERLY MANNER: REFUSE AND FASTENER PANEL SPAN CONSTRUCTION DEBRIS SHALL ON COLLECTED AND STORED IN A CENTRAL LOCATOR AND 1 - NAIUNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHR; ON-CENTER TYPE 2'-0" 2'-0' 4'-0' 6'-0' DISPOSED OF ON A TIMELY BASIS. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, OR LESS TO 4'-0' FO 6'-0' TO 8'-0' SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL 21/2' 16 c�'ks®P� ®� ®�� PER FOOT. WOW SCREWS 16" 16' 12' 9' SCO 3 - CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS 21/2' /B CONSIIW RENOVATION OF EMSTING KITCHEN AND BATHROOMS & (1) NEW BATHROOM CONSISTING OF: WOW SCREWS 16" 16" 16' 12' - SELECTIVE INTERIOR REMOVALS - RENOVATED KITCHEN AND BATHROOMS 3B. ALL STRUCTURAL PANELS SHALL BE PRE-FIT, PRE-ASSEMBLED, WITH FASTENER - NEW RIDGE BEAM UNDER EASIS11NG RIDGE OVER KITCHEN & DINING AREA: LOCATIONS MARKED, AND STORED IN A READILY ACCESSIBLE ON-SITE STORAGE LOCATION, SEE STRUCTURAL DRAWINGS. ALONG WTI ALL REQUISITE FASTENERS, TOOLS, MOUNTING INSTRUCTIONS. - NEW KITCHEN/DINING AREA DOORS TO EXISTING PORCH. NEW BATHROOM 1 WINDOW - EXTEND WOW SWIMMING POOL SURROUND AT GRADE - UGHTING, ELECTRIC, CABINETRY & PAINTING IN AREAS OF WORK CABLE SUSPENEDED UPPER CABINET. NOTE: THERE IS NO NEW FLOOR OR INCREASE IN FLOOR AREA UNDER THIS APPLICATOR. -PAN Y �� - - REF [ABI UPPER CABINET. REF o SET SLIDING TRACK N FLUSH TO COUNTERP7a i UNDERUGHTNG. 490 N I�yLFl _D E COUNTY TAX MAP 1000-79-3-4.2 WINE \DW / ` J USE & OCCUPANCY: EXISTING SINGLE FAMILY WOOD FRAME HOUSE \ / " 9/22/2004 DRAWER HEIGHT: EXISTING 13'-0'4 FRONT GRADE TO EXISTING RIDGE ISSUED FOR BD RENEW KITCHEN NORTH KITCHEN WEST FLOUR AREA: 1667 SF, EXCLUSIVE OF PORCH Asa:nom (NO CHANGE) _ 5 213-21- .E 2y_ .E WWnv+PERE HOUSE 10SOUTHOLD NEW YORK P� , I PRUE4T N41E suDEa-- M7DER PANTRY \ ZONING NOTES, SCHEDULE, RISER DIAGRAM, PLOT M' PLAN & INTERIOR TO F%/ATIr)KIQci mn[crF 0428 surf 1/4" = 1'-O' Dw �. ITimE 8' ortArx er MG ws 7/27/2004 .,L40.8�' EMST nKITCHEN SOUT -m N fl.38T 50.E -__146.80' ` l - ° MC HEN ELEVATIONS DAYTON DRIVEPLOT PLAN �s p oo e o Po BASED ON SURVEY BY 9 OI35A5 �' ANTHONY ABRUZZO R.LS., rOF NE� °'� DATED 10/5/2000 OF NEy A3 xuem -4 PROJECT NOTESi. SEE STRUCTURAL DRAWINGS S101-2 FOR RIDGE BEAM, COLUMNS & HEADER BEAMS. COORDINATE FIELD CONDITIONS WITH OWNER & ARCHITECT. W WEST 27TH STREET COORDINATE SELECTION AND DETAILING OF PLUMING FIXTURES, NEW YORK CITY 10001 APPLIANCES, HARDWARE, CABINETRY, WOOD FLOOR, NEW WINDOWS & TEL 212. 620. 4250 DOORS, PAINT, WITH OWNER. FAX 212. 620. 4502 PROVIDE WALL BASE & TRIM, DOOR & WINDOW CASINGS TO MATCH WMBROMLEVIONXIMM EXISTING. ALTERNATE WINDOW, COORDINATE WITH OWNERS. LIVING ROOM CEILING: SHEETROCK OVER EXISTING RAFTERS. 5-0- 4 . -9. DETERMINE IF FURRING IS REQUIRED FOR LEVEL INSTALLATION. FLOORS THROUGHOUT: REMOVE EXISTING CARPET. PROVIDE NEW HARDWOOD FLOORS. COORDINATE WITH OWNERS. BATH3 AD1 Sli EXISTING EXISTING EX. WOOD POOL ;H 12 LAY LOWER STORAGE CABINET WITH SURROUND Q GRADE PROVIDE NEW CONTINUOUS 'COBRA' RIDGE VENT ALONG EXISTINGRIDGE i Zs WC ADJUSTABLE SHELVES ABOVE; COORDINATE AUDIO REQUIREMENTS CL WITH OWNERS EX. DECK 26X80 34X80 F= EX. LIVING ILL! _LL ALIGN PARTITION WITH STEEL COLUMN FROM RIDGE TO ELECTRIC KICK HEATER. EDGE OF WINDOW TRIM. STEEL HEADER ABOVE. 3'-0" HIGH COUNTER OVER 12" DEEP STEEL PIPE COLUMN EACH STEEL BEAM IN GWB LOWER CABINETS END OF BEAM. ENCLOSURE ABOVE. Lu 1/S102l —NEW RAIL M MATCH ORIGINAL TYPE. EXISTING EEXISTING/ Ila DECKING 2/5102i i I 36X80 c I> 2/S101 2/S101 /SIO ALIGN DINING GARBAGE C) SINK NEW OUTSWINGING PATIO DOORS NTH .12X15X8 'PHANTOM SCREEN'. DW 24 SINK L0 17X24X8 C NEW SLIDING WINDOWS. SET SLIDING lf DEEP KNEE SPACE. D WINDOW CHANNEL FLUSH TO KITCHEN COUNTERTOP. SET HEAD AT UPPER ❑ DW 24 CABINET UNDERSIDE N cn ui 12' DEEP LOWER CABINETS. NEW SUSPENDED UPPER CABINETS COOKTOP El q) EX. SWIMMING POOL NTH DOWN LIGHTING 36 CENTERED OVER COUNTER. —L" TYPICAL COLUMNS- 3"0 SCHED 40---N m [T] STEEL, FROM NEW FOOTINGS M VANE 24 UNDERSIDE OF NEW HEADER UNDER co EX. PORCH NEW RIDGE BEAM. m m NEJ ST�S ALIGN 0 r; N 10 AU % C> 3/SlOI 3/8101 CA' PANTRY cn CL 15 30 TYPICAL FOOTING: 2-6*0 X 12* NEW TILE & WALL FINISH OVER DEEP 3000 PSI CONCRETE W/ 3 X 1-1/4!' X 11-718r 4V4 BARS EACH WAY. MICROLAM, IHRUI-BOLTED. EXISTING WALLS. 7/6/2005 REVISE NEW RIDGE BEAM, HEADER & SUPPORT COLUMNS TO AS-BUILT UNIT SHOWER TILED SHOWER EX. BR 3 *c, 48X34 CONDITION, ADD RIDGE VENT CD -cm BENCH 9/28/2004 CURB REVISE BATH 1+2 LAYOUTS/SIZES FINISH POCKET DOOR OPENING- BATH 2 NARROWER/SHORTER THAN t % 9/22/2004 25CFM -Cr 1 V-6* EXISTING DECKING ISSUED FOR BD REVIEW DOOR LEAF. cli 1 2! VMC SINK T T -H ATH 9/7/2004 RE—USE EXISTING PED, MAJOR BATHROOM & KITCHEN REVISION SINK L 1-3 Ll CLOSET DOOR. we 8/17/2004 Lm SO I I LLLV (7 DEMO ENTRY CLOSET, ADD UPPERS @ %st /CEIUNG EXHAUST TO EXISTING COOKTOP, REVISE KITCHEN WINDOWS TO 2OX80 LIN U ROOTOP FAN. LINE OF NEW DECKING OVER NEW SLIDERS, REVIDE REF/OVEN WALL/CLOSET, cl L_rl' 2-4" SLEEPER FRAMING. ADD NEW 6' REPL SLIDER, ADD HALL EXIST. LINEN/MODIFY CLOSET, SHORTEN WC, ADD 77777771 - 26XFULL NEW DECK STEPS TO MATCH KICK HEATER, REVISE REMOVALS PLAN F= ORIGINAL TYPE. ACCORDINGLY cn 2, 7/22/2004 EX. BR 2 EX. BR 1 MEASURE fF '0 /A 7 26XFULL "USE KRA(;+PEREZ Hur cn :7 SOUTHOLD NEW YORK FRAME OVER OPENING. PROVIDE BLACKOUT SCREEN AT UNUSED WINDOW. MUCT UK EXISTING I I FLOOR PLAN NEW WINDOW TO MATCH EXISTING. im PRosa 1 0428 SME 1/4' = 1'-0* ago fff MG DAlE 7/27/2004 ZL) AIR?n C .Ro tp oz,-154", OF Al wim