Loading...
HomeMy WebLinkAbout31268-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32198 Date: 02/12/07 THIS CERTIFIES that the building ADD Location of Property: 38910 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 15 Block 8 Lot 30 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 20, 2005 pursuant to which Building Permit No. 31268-Z dated JULY 12, 2005 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 TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5667 DATED 3/10/05. The certificate is issued to RICHARD SCHETMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0018 02/01/07 ELECTRICAL CERTIFICATE NO. 2084571 05/11/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 06/27/06 KING PLUMBING l ut ri d SigKature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ott�^ hnv) This application must be filled in by typewriter or ink and submitted to the Building Department with e�� A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead, S. Commercial building, industrial building, multiple residences and similar buildings and instailations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features._ 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swirruning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 2. Certificate of Occupancy on Pre-existing Building - $100.00 Businesses $50.00. 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Conunercial $15.00 Dale. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 (`� 9 / 0 L1 2, �� — �?� 11,7 -7 House No. Street _ Hamlet Owner or Owners of Property: High Suffolk County Tax Map No 1000, Section _ I S Block _ D 8 Lot _ 3 Q Subdivision Filed Map. Lot: Permit No. 3 Date of Pei mit. Applicant:_ Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate —_Final Certificate: (check one) Fee Submitted: co-bece A4 _)tc �v Applic t Signatur COesai9� 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. 31268 Z Permission is hereby granted to: RICHARD SCHETMAN 160 HENRY ST APT 9A BROOKLYN,NY 11201 for : Date JULY 12, 2005 CONSTRUCTION OF AN ACCESSORY BUILDING AS APPLIED FOR PER ZBA & CONDITIONS at premises located at 38910 MAIN RD ORIENT County Tax Map No. 473889 Section 015 Block 0008 Lot No. 030 pursuant to application dated JUNE 20, 2005 and approved by the Building Inspector to expire on JANUARY 12, 2007_ Fee $ 577.80 ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by DOROSKI ELEC. INC P.O. BOX 781 CUTCHOGUE, N.Y. 11935, Located at 38910 MAIN RD ORIENT, NY 11957 Application Number: 2084571 Section: Block: Lot: RICHARD AND CAROL SCHETMAN 38910 MAIN RD ORIENT, NY 11957 Certificate Number: Building Permit: 2084571 BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, addition, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 11th Day of May, 2006. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment 0 Fluorescent Outlet Sensor 1 0 General Purpose Carbon Monoxide Appliances and Accessories 0 General Purpose Switch Electric Heater Baseboard 1 0 1.0 KW Electric Heater Unit 3 0 3.0 KW Air Conditioner 1 0 30 Amps Panels Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 1 150 18 Wiring and Devices Outlet 36 0 Fixture Fixture 35 0 Incandescent Fixture 1 0 Fluorescent Outlet 49 0 General Purpose Receptacle 29 0 General Purpose Switch 15 0 General Purpose Dimmers 12 0 Receptacle 7 0 GFCI seal Disconnect 1 0 60 amp Air Conditioner Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by DOROSKI ELEC. INC P.O. BOX 781 CUTCHOGUE, N.Y. 11935, Located at 38910 MAIN RD ORIENT, NY 11957 Application Number: 2084571 Section: Block: Lot: RICHARD AND CAROL SCHETMAN 38910 MAIN RD ORIENT, NY 11957 Certificate Number: 2084571 Building Permit: BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, addition, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 11th Day of May, 2006. Name QTY Rate Ratine Circuit Type seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Building Permit No BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Ow 3/aGBK Owner: / (Please print) Plumber: �S„✓S �/. ,�J. vt lead. Please pri Fax (631)765-9502 Telephone (631) 765-1502 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this day o 200 Notary Public, � County (Plumbers, lure) RARBARAANN RUDDER Notary Public, State of New York No.4855805 Qualified in Suffolk County Commission Expires April 14,0 Va W • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Ow 3/aGBK Owner: / (Please print) Plumber: �S„✓S �/. ,�J. vt lead. Please pri Fax (631)765-9502 Telephone (631) 765-1502 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this day o 200 Notary Public, � County (Plumbers, lure) RARBARAANN RUDDER Notary Public, State of New York No.4855805 Qualified in Suffolk County Commission Expires April 14,0 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 10, 2005 ZB Ref. 5667 — RICHARD SCHETMAN Property Location: 38910 Main Road, Orient; CTM 15-8-30 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 67,654 sq. ft. parcel has 215.10 feet along the south side of the Main Road and 301.72 feet along the easterly side of a private road. The lot is improved with a two-story, single-family frame dwelling and accessory structures, all as shown on the December 12, 2002 survey, updated December 17, 2004 by Joseph A. Ingegno, Land Surveyor. BASIS OF APPLICATION: Building Department's November 23, 2004 Notice of Disapproval, concerning new construction, a part of which is proposed as an unheated for an enclosed porch, and part that will add a new heated bedroom area. The reason stated for disapproval by the Building Inspector is that the porch addition creates a non -conforming building, which is either an accessory building exceeding the 18 ft. height limitation and located in a nonconforming front yard, a non - permitted yard under Section 100-33, or it is designed as a second dwelling unit, a non -permitted use under Section 100-131 A. The new porch construction isunheatedand separates the proposed new (heated) bedroom area from the remaining heated areas of the existing dwelling. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant proposes a new garage, attached to this single-family dwelling only by an enclosed, unheated porch area, rather than as heated space, and then adding bedroom floor space, as shown on the December 13, 2004 preliminary first floor and second floor plan A3 -R (date stamped received by ZBA January 10, 2005), the December 13, 2004 Al -R site plan, and the December 13, 2004 diagram A2 -R of exterior elevations. REASONS FOR BOARD ACTION On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2,— March 10, 2005 ZB Ref. 5667 — Richard Schetman CTM ID: 15-8-30 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants propose a new two-story addition for use as a two -car garage with storage on ground floor, and bedroom space on the second floor, linked by an unheated screened porch. The new construction will be 39.3 feet from the front lot adjacent to the private road (on the west side), at its closest point. The dimensions of the two-story construction is proposed at 43'3" by 21'3", attached by a 5.7' by 19.2' single -story screened porch. The alternative granted requires construction of an L-shaped area with radiant heated space, at least 5.7' x 8' in size, and limiting the height of all construction to a maximum of 20 feet from the grade shown on the 12/17/04 survey (prepared by J. Ingegno) for the building. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property has frontage along two roads, defined under the code to be front yards, and the code requires a minimum front yard setback of 50 feet. 3. The variance granted herein is not substantial. The relief is minimal and provides for a height limitation of 20.5 feet from grade, instead of the code limitation for an accessory structure of 18 feet from grade. 4. The difficulty was self-created and is related to applicant's needs to design an addition in the front yard. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Orlando, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the December 13, 2004 preliminary first floor and second floor plan A3 -R (date stamped received by ZBA January 10, 2005), the December 13, 2004 Al -R site plan, and the December 13, 2004 diagram A2 -R of exterior elevations, for use only as a single-family dwelling (and not as a second dwelling unit), with the following CONDITIONS, and 1. That the plans be revised to show an L-shaped area with radiant heated space, at least 5.7' x 8' in size, and limiting the height of all construction to a maximum of 20.5 feet from the grade shown on the 12/17/04 survey (prepared by J. Ingegno) for the building; and 2. That a second kitchen or second dwelling unit is not permitted; 3. That prior to issuance of any certificate of occupancy, an inspection by the rage 3,- March 10, 2005 ZB Ref. 5667 - Richard Schetman ' CTM ID: 15-6-30 Zoning Board of Appeals shall be made with a written record confirming that the above conditions have been followed. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5- Ruth D. Oliva, Chairwoman{l /lq/05 Approved for Filing X30 ; 2 APPEALS BOARD MEMBERS EDF Sout, �� Mailing Address: Ruth D. Oliva, Chairwoman � OgO Southold Town Hall Gerard P. Goehringer 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 James Dinizio, Jr. u+ ,e Office Location: Michael A. Simon �� i� Town Annex /First Floor, North Fork Bank Leslie Kanes Weismanl ycoum 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net o' ZONING BOARD OF APPEALS TOWN OFSOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 In accordance with ZBA Condition 42, inspection was done by Chairwoman Ruth Oliva related to ZBA jurisdiction on #5667 (Schetman): Radiant heat in 5x7 floor does exist (ZBA condition #1). There is no kitchen. Bathroom is shown on 12-13-04 plan (Ref. ZBA approval); no second dwelling unit was created (ZBA condition #2). Dated: July 26, 2006., �& . U( JUN�u Ruth D. Oliva, ZBA Chairwoman JUL 2 6 i 765.1802 BUILDING DEPT. NSPECTION [pTOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: 73 ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. vQ- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION t REMARKS: <_ DATE 91).' ).Jar INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU ATION IST [ [ IF UNDATION 2ND [ [ FRAMIN STRAPPING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE / INSPECTOR 31 " P,,,Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ 1 FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEST1 [ ] FOUNDATION 16 [ • T ROUGH PLBG. [ ] FOUNDATION 2ND [ FINS [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE "HIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 312-,� p�2 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:5��'v�'f'i��� CC DATE Z 0INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [=FINAL ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: LNC DATE � 0 INSPECTOR FIELD NSPECTION REPORT DATE COMMENTS i r FOUNDATION (1ST) OQ u ------------------------------------- --------------------------------- FOUNDATION (2ND) FOUNDATION - ------ -- - - - - z k)3 o ROUGH FRAMING & 1� - y PLUMBING - NI -jt - r INSULATION PER N. Y. STATE ENERGY CODE -- - - - - -- C7 D s Z FINALLS- /fS ADDITIONAL COMMENTS J'A5 PDA Z -6A Sibyl —&N iN*echiClYA 1s—c:fv3fed __— a%i° 6�Q ,z - 0 o - - --- - 2 m X 1 m 0 z r -- — - u o _ y Od TOWN OF 30UTHOLD BUILDINd DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. '31 a6B' 2 - Examined Examined 7 /� ,20 { Approved , 20 Disapproved a/c Do you have or need the following, before applying? Board of Health V 4 sets of Building Plans V Planning Board approval V Survey ✓ Septic Form N.Y.S.D.E.C. Contact: TO/MGkANIn Mail to: tiPGI:KNb A n 20__7 / Building nspector JUN 2 3 2005 APPLICATION FOR BUILDING PERMIT Date 10 7V H F, 20 05 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or drandne ''as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing cogul o s,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 160 +JSWX'( 3T, At.-rqA M00K. y" NY 1120 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder N Name of owner of premises RICRO5 C H1r tmki�4 � cA-o i< k-1 M S,o4 V-rmAlq (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 r Other Trade's License No. 1. Location of land on which proposed work will be done: 3$910 rnA<lu r_a , op-tE'u-r House Number Street Hamlet County Tax Map No. 1000 Section L 5 Block Q $ Lot Subdivision_ Filed Map No. (Name) Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 W 61. E IFA M I VY b. Intended use and occupancy �h M 1 LJ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost j� 300, 000 Fee 150 C,F/2T.) (To be paid on filing this application) If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 7- ¢RoPosE4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 61. 4'C hl.) Rear (.1. u'( 5) Depth 51. Z 6 W) Z8.6 ( E) Height t6.S' , sT. Mr -Aµ) Number of Stories Z fprr trims t+ouSE+ I StoKY 5uµ �.00M Dimensions of same structure with alterations or additions: Front 5.9 �( K) Rear 5•-4 (-S) Depth Z5.2'(-F4w) Height t2.2'(MPAµ) Number of Stories 1 8. Dimensions of entire new construction: Front Z 1 . *S ( 14 Rear 2.1.25'( 5) Depth 43, 3'(, E 4 W ) Height __ ( MSAVA) Number of Stories Z 9. Sizeoflot:Front ?1rj.10�C N)Rear 212.S1l (5) Depth 30(.12(W)I335.00`6I-) 10. Date of PurchaseiZ- /)�v Name of Former Owner fN\ '� T �y �n 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re -graded? YES_ NOWill excess fill be removed from premises? YES_ NO—�L FtCRA,R.vS&RSTAAN 16tRrr14RY5rT,APT4A 14. Names of Owner of premises CMkoL� K41% 5rktr9M0Mdress 5M0KV0JN (11201 Phone No. Ilk, 'KI. 3368 Name of Architect 44#,t PANb AjPtMrMc-rvRE PcAddress 5526'WA AAY6+t1411ehoneNo 212, 60-5-131115 Name of ContractorWWAAM M. BEBI; butweRs Address N ROOLZ Phone No. 631. '434-. 66$l 6VTel, 06o1s, Wr Irt-5s 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOEL * 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 ) IZIy:4 'k Pp 5 CHE1'MIt N being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the O W l'li'E R (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 before me this c?af1Q. day of z 20 of Nototan,li BARBARA: ZAJAC. Notary Public .7SA8W11tate 91�v ovitii ad ut Kegs Coun in NiW AMCbI _O Y Com�EM 0.9 1 '-Signature of Applicant 552 Broadway MAIN ROAD (N.Y.S. RTE. 25) 6th floor N Yk i w 0 NEW EXPANDED b I SCREEN PORCH 54'-6 3/8" 48'-10 3/8" 9'-0 318". 29'-10" ew or NY 10012 I t 212 925 DISAPPROVAL 9390 212212 p 925 w I 9391 W www hellandarch EXISTING HOUSE corn EXISTING DECK I 88'-0" I EXISTING <A2/3 POOL EXISTING SCREEN PORCH NEW ADDITION NEW GRAVEL DRIVEWAY 0 m PROPERTY LINE I KIM / SCHUMAN RESIDENCE Ooco Kim and Richard Schetman 160 Henry Street, #9A Brooklyn, NY 10201 I 2 November 2004 1"=40' SITE PLAN Al 20AU MA ra CSTAT E) 1GLE_ - — N-ro 49 4a ' I I N r. a 62' -- 3 WtE W. HO, � SlO2Y l ly Iv ao EH WPLL ' I I BRICI[WALK �. F V � yRICK PRO � SEPTIC TNJK 1',/�/1I N eicrsr �I. �-a5svccu a p a� s 01 Zi B2AWNER MAP GI Cit )FT JP Ar GI[IEt.I TOWN OF a7U7HOLw' NY, m 212.51 � w8.9T� gmu+ 'I m SCALE -!O I" O•MONUMENr O, PIPE w. 4�n u�k nmrmem NMM kpMn6 vgeM1 N"Y� bbd m. •.mrnn.i[nnrm m.a wa•ryW M1aMM.F GUARANTPEC TO SOVTt.p �U 4AVIN35 BAz,IIC 4 i l_r I/ TO j,e 7;:!,.0 AK IfxA_' SNC. A5 :_Jf<VFYF'✓ vCT. bi W$y SUFF.CA. TAX UC I.A'JL=v <vI.YG:<:-GIU1-N i ................................................................... TRANSMISSION <ESULT REPORT ....................(DEC 14 '04 10:21AM)................. SOUTHOLD BUILDING 631 765 9502 ............................................................................................................................................................................ (AUTO) ..................... DATE START REMOTE TERMINAL TIME RE- MODE TOTAL PERSONAL LABEL FILE TIME IDENTIFICATION SULTS PAGES NO. DEC 14 10:20AM 212 925 9391 00'33" OK ES 01 020 ....................................................................................................................................................................................................................... E)ECM >)REDUCTION S)STANDARD M)MEMORY C)CONFIDENTIAL #)BATCH D)DETAIL $)TRANSFER F)FINE P)POLLING Nov 22 2004 5:15PM HELFRMD RRCHI-IFCTLRE 212 925 9391 PRELIMINARY SECOND FLOOR PLAN PRELIMINARY FIRST FLOOR PLAN .3 552 -Broadway 6th floor Now York NY 10012 — :YY;"11VA t 212 925 9390 1 212 925 9391 W WWw. helfandarch corn SCHUMAN RESIDENCE Richard Schetman & C000 Kim 160 Henry StreK *9A Brooklyn, NY 10201 22 November 2004' 118' = V-0' PRELIMINARY FLOOR PLANS 'Dec 13 2004 5:03PM HELFAND ARCHITECTURE 212 925 9391 /2141 QC4 p.2 552 Broadway MAIN ROAD (N.Y.S. RTE. 25) sthfloor TOWN OF SOUTHOLD J PROPERTY RECORD CARD OWNER STREET r VILLAGE DIST. SUB. LOT lMarkR�Iatc+eT( FORE WE (�jEll d E ACR. tV+dd/� M rc(vJrv—r tn1'F S W'^Py-i ef14e, rc-trc:{ 18YC 1N t e r TYPE OF BUILDING RES. _-SEAS. YL. FARM COMM. CB, MICS. Mkt. Value', LAND IMP. TOTAL DATE REMARKS D G 2 8400 3 a lz - L ✓U6� t 1-�10v rj1©bP� Fi`a0b 3 T QI � a �# ��, Izoo ?5©o 9 200 a 26 ?4 ' l� ql . BP `� evcY i n -- 12-2-7-F403`/-.1Gt(reli ID S�ketrvnat) x%,75,006 1 14 a bund- I 11(n 104 P a o Tillable +bJ� Y FRONTAGE ON WATER Woodland FRONTAGE ON ROAD J Meadowland DEPTH - ' a House Plot tY' BULKHEAD \ Total UILDING PERMIT APPLICANT: SCTM# DISTRICT: 1,000, SECTION: IS , BLOCK: BUILDING PERMITS OPEN/EXPIRED: PRE CO .- Y 0- -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZ. DATE REVIEWED: � /ice /0p- DATE 0p DATE SUBMITTED: LOT: SU SUBDIVISION: _ZONING DISTRICT: - CONFORMING? c_ N BP -Z / C/0. Z !� . , INF&' 'BP -Z / C/0 Z= , INFO NOTES: LOTS FROM JAN.1997100-25. Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: .doe- ACT. LOT SIZE: 0�-,-V REQi LOT COV. �`�. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ; ACT. SIDE REQ. REAR PROP. REAR Q. HEIGHT PROP. 11EIGHT PROJECT DESCRIPTION: epk,sT ()-p- ESTIMATED PROJECT COST:k WATER FRONT? &/o DESCRIPTION: BULKHEAD? Alo DISTANCE? _ SUFFOLK COUNTY HEALTH D PT: 6 or NO, (BEL TOWN SEPTIC RECEIPT: Y or kAPTIC CERTIFICA NEW YORK STATE DEC: PRE -DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: or TOWN ZONING BOARD APPROVAL:�990 . O TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o O PANEL # FLOOD ZONE: X #): DTE: r111 /_2�- PERMIT 'ION: Y orlo\ DTE: / / PERMIT #: DTE: // PERMIT # DTE: a/ /O / �67 PERMIT #: DTE: / / PERMIT #: NEW YORK STATE CODE COMPLIANCE (SEE PAGE 12): YES or NO NOTES: STRUCTURE: FOUNDATION: SF FIRST FLOOR: / 3 5� SF SECOND FLOOR: Qty SF OTHER: SF TOTAL: ..2-2-79 SF \66 7 INIT OTHER TOTAL FEE FEE FEE o�o17G$ S}114 -16L/ �U ( SF)- ASF)= SFX =$ +$ /j -V +$ _ $ .SW ea ( SF)- (SF)= SFX $ =$ +$ +$ _ $ ( SF)- ( SF)= SFX $ =$ +$ +$ _ $ _ eo FINAL TOTAL: $ ��� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Gronihd Sh6 hoad ' 4 - . _ Wind Soeed: 120MPH " • ''_ Seismic Design Category: B' ' Weathering: Severe Frost Depth: 36 Termite: M= " Decay:.S `M` )esign 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 Im PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 17 251 I- • 0 HOLE •� M1� � 1 RIs n q sMME I,pL15C — �A Is _ NOTE I. ELEVATIONS ME REFERENCED TO AN ASSUMED DATUM EXISTING ELPXATIONS ME SHOWN THUS�MiP AIt - nYi rt�m 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO A BEOPOOM HOUSE IS 1,000 GALLONS. I TANK, B' LONG. A' -Y WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A I TO A BEDROOM HOUSE IS 300 RP It SIOMALL AREA, 3 POOLS. DEEP, BEla. PROPOSED EXPAMSIUN POOL ® PROPOSED LEACHw4 POOL ® PROPOSED SEPTIC TANK a. THE LOCATION OF TAEIES AND CESSPOOLS S 06 HEREON ARE FROM FIELD OBSERVATIONS AMD/OR DATA OBTAINED FROM OTHERS. PROPOSED -SEPTIC SYSTEM DETAIL _ — pOT III xraE] - --- ---FURTHEST LEACHING POOL OFA 3 POOL SYSTEM r ur lLH YY - 1 / mu ,I A u�' SEPTIC_ I4Mt-CLl . A w. •my bort.®wu,¢ n i ®r .nam rwv w tt ,. OF HEALTH SERVICES MTRUCTION FOR A4 iE4ttlY5-LED= Lu A.rc ue ee.omi C�'r1S0 rnua¢ I> wa1 OVER W E 8Y T' FOR LE TEST HOLE DATA SURVEY OF PROPERTY i1F i I .r��, Nl NCP _�] GEIL`LILN'LL ru M^KMREa ]n. ]OOii 1 SITUATED AT / n ORIENT 1 � a ( A p _v TOWN OF SOUTHOLD To o,An wio v 1 SUFFOLK COUNTY, NEW YORK EDLL. LAA E DurrE IIISEPx c DRE'PE r S.C. TAX No. 1000-15-08-30 I `rvr _als� Um - I a SCALE 1-=50' .�- '1 DECEMBER 12, 2002 APPROVED Iri _C� DECEMBER 17, 1001 UPDATE SURVEv IANDAR, 18. 2005 ADDED SPOT ELEVATIONS C1,"Il' WON', mL,.11 YeHfgE SMALL RVn EEHRUARv 28, 2005 REVISED A$ PER S.C.D n 5 NOTICE APRIL 18. :005 REVISED EXISTING SEPTIC SYSTEM IDCATONS �' v" AREA = 67,65193 sQ. IT s „L£ :AL1P E TALTO KA1CV Y 1.553 ac. NOTE I. ELEVATIONS ME REFERENCED TO AN ASSUMED DATUM EXISTING ELPXATIONS ME SHOWN THUS�MiP AIt - nYi rt�m 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO A BEOPOOM HOUSE IS 1,000 GALLONS. I TANK, B' LONG. A' -Y WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A I TO A BEDROOM HOUSE IS 300 RP It SIOMALL AREA, 3 POOLS. DEEP, BEla. PROPOSED EXPAMSIUN POOL ® PROPOSED LEACHw4 POOL ® PROPOSED SEPTIC TANK a. THE LOCATION OF TAEIES AND CESSPOOLS S 06 HEREON ARE FROM FIELD OBSERVATIONS AMD/OR DATA OBTAINED FROM OTHERS. PROPOSED -SEPTIC SYSTEM DETAIL _ — pOT III xraE] - --- ---FURTHEST LEACHING POOL OFA 3 POOL SYSTEM r ur lLH YY - 1 / mu ,I A u�' SEPTIC_ I4Mt-CLl . A w. •my bort.®wu,¢ n i ®r .nam rwv w tt ,. OF HEALTH SERVICES MTRUCTION FOR A4 iE4ttlY5-LED= Lu A.rc ue ee.omi C�'r1S0 rnua¢ I> wa1 OVER W E 8Y T' FOR LE TEST HOLE DATA Land i1F i I .r��, Nl NCP _�] GEIL`LILN'LL ru M^KMREa ]n. ]OOii 1 T- AD I i In/lJ ! n I• 1 � a ( A p itl C To o,An wio v NOTE I. ELEVATIONS ME REFERENCED TO AN ASSUMED DATUM EXISTING ELPXATIONS ME SHOWN THUS�MiP AIt - nYi rt�m 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO A BEOPOOM HOUSE IS 1,000 GALLONS. I TANK, B' LONG. A' -Y WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A I TO A BEDROOM HOUSE IS 300 RP It SIOMALL AREA, 3 POOLS. DEEP, BEla. PROPOSED EXPAMSIUN POOL ® PROPOSED LEACHw4 POOL ® PROPOSED SEPTIC TANK a. THE LOCATION OF TAEIES AND CESSPOOLS S 06 HEREON ARE FROM FIELD OBSERVATIONS AMD/OR DATA OBTAINED FROM OTHERS. PROPOSED -SEPTIC SYSTEM DETAIL _ — pOT III xraE] - --- ---FURTHEST LEACHING POOL OFA 3 POOL SYSTEM r ur lLH YY - 1 / mu ,I A u�' SEPTIC_ I4Mt-CLl . A w. •my bort.®wu,¢ n i ®r .nam rwv w tt ,. OF HEALTH SERVICES MTRUCTION FOR A4 iE4ttlY5-LED= Lu A.rc ue ee.omi C�'r1S0 rnua¢ I> wa1 OVER W E 8Y T' FOR LE A. ingegno Land Surveyor 1 Ville OIL— - s'I'Uct'OR "..t AD I i In/lJ ! n I• 1 � 322 RO l AVENUE ( y. on j 79e y � } y0 q._ p{� 1 1 1 8fi EDLL. LAA E DurrE IIISEPx c DRE'PE VATS 511 05 �f -05-00/ • ,AJ. IY H S EF. {Yo. AOIEs OI NAP N01 REARING I `rvr _als� Um - LTO 10E S I MF 1µD SURVf LP'$ INkFp YAL UR 1 fl.L SHALL NGS C,JH51f4RfL '1 APPROVED TO RE A n RE . Vam ,R,E coR• _C� C1,"Il' WON', mL,.11 YeHfgE SMALL RVn N TO rMf FOR THE TOTALFIBAXIMUi1PP��{��.���E�M �' aa s „L£ :AL1P E TALTO KA1CV Y TZ� 5,P 1• IN L �� FROM OA7 E OF APPROVAL NOTE I. ELEVATIONS ME REFERENCED TO AN ASSUMED DATUM EXISTING ELPXATIONS ME SHOWN THUS�MiP AIt - nYi rt�m 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO A BEOPOOM HOUSE IS 1,000 GALLONS. I TANK, B' LONG. A' -Y WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A I TO A BEDROOM HOUSE IS 300 RP It SIOMALL AREA, 3 POOLS. DEEP, BEla. PROPOSED EXPAMSIUN POOL ® PROPOSED LEACHw4 POOL ® PROPOSED SEPTIC TANK a. THE LOCATION OF TAEIES AND CESSPOOLS S 06 HEREON ARE FROM FIELD OBSERVATIONS AMD/OR DATA OBTAINED FROM OTHERS. PROPOSED -SEPTIC SYSTEM DETAIL _ — pOT III xraE] - --- ---FURTHEST LEACHING POOL OFA 3 POOL SYSTEM r ur lLH YY - 1 / mu ,I A u�' SEPTIC_ I4Mt-CLl . A w. •my bort.®wu,¢ n i ®r .nam rwv w tt ,. OF HEALTH SERVICES MTRUCTION FOR A4 iE4ttlY5-LED= Lu A.rc ue ee.omi C�'r1S0 rnua¢ I> wa1 OVER W E 8Y T' FOR LE NYS LIC ND Joseph A. ingegno Land Surveyor 1 Ville OIL— - s'I'Uct'OR "..t AD I i In/lJ ! Fax (631)727-1727 w t' IVA� 43 40' µ,NG PNEP v50') 322 RO l AVENUE VNAUTHOPUEO OLTERAIJN UR ADDOGN TO TNrs (% rs A vW. y. on j 79e �y(LL 0 Ail 1209 1 ASI ,209 U M( NEW YORk S' "fi r EDLL. LAA E DurrE IIISEPx c DRE'PE VATS 511 05 �f -05-00/ • ,AJ. IY H S EF. {Yo. AOIEs OI NAP N01 REARING `E USAN LTO 10E S I MF 1µD SURVf LP'$ INkFp YAL UR fl.L SHALL NGS C,JH51f4RfL '1 APPROVED TO RE A n RE . Vam ,R,E coR• C1,"Il' WON', mL,.11 YeHfgE SMALL RVn N TO rMf FOR THE TOTALFIBAXIMUi1PP��{��.���E�M ARE ON NLPMED. AND HISFHF BEHALF mf {�E�� ERE -mooms „L£ :AL1P E TALTO KA1CV Y iRES THREE YEAF2$ TII IOM L TE HIR - LENLWC ISSKr LS THE ENKAAN, AND �,RYFIC S DE .„E .END NG FROM OA7 E OF APPROVAL ,V,ION .CRIIKA,IONS AM M'Ir 1RWYERAHIV NSFE rHE EKISTEMCE OF FIGHT Of WA,S AND/OR EASEMENTS OF RECORD, If MY, NOT SHOWN ARE NOT GUARANTEED. NYS LIC ND Joseph A. ingegno Land Surveyor Tlc uvry )..Di, .T..[ Ville OIL— - s'I'Uct'OR "..t PHONE (631)727-2090 Fax (631)727-1727 OfFL,E5 LOCATED AT MARINE ADDRESS 322 RO l AVENUE P . EF. 1931 RNERHEAD. NO. York 11901 Ri.erlread. Ne. York 11901-0965 I KE. , �� I(` FL I VV k, IN ' o Vv ^ I m 1 ;« t 1 R f W�" 1 01ZIENT � TOWN OF SOUTHOLD I O I x _ SUFFOLK COUNTY, NEW YORK t = S.C. TAX No. 1000-15-08-30 SCALE 1"=50' �. if � a HN NN LEEE46FH 20J< "PIIATE SLFlf 'A ANILINE, '8. 2005 ADDED jPQI IILL vATION% -MJF «K APR, 13. 3001 RFASFD F%IAINC SEPTIP SYSTEM mAIDN`. -ftc N(,USL AREA = 67.654sq. It b w Pa T8";7 HALE DATA .. . nIW,.TALl _� _Nc. I TwM.� -{i- ZI r.. a.... ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EIISTING ELEVATONS ARE SHOWN THUS -30S MINIMUM SEPTIC TALAR CAPACITIES FOR 1 1 10 1 BEDROOM HCUSf IS 1.000 f,ALLONS. 1 IIMUM B' A 3 WIDE, 6 J' DEEP C IF,s A 3. MINIMUM LEACHING SYSTEM'MINFORA TO A BEDROOM HOUSE IS 300 ap H SAEWLL., AREA. CHIN kA 3 POOLS: A' DEEP. 8' OT4. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL x m 11x PF i x -v' - BBB z Q. a sTM N N 7 P, z J t= b.%44 79'43 40.. N Lri pwEL.1Nc. 61 (NCtI OVCP v O. F 1'PFF PEn'rF!. a aL an i kill 11 � r �l Q�,LINL: {.gIA.' ✓AII INF tF PA 11 T, FF U LOT N IN r 1"I LL!A. :N PN IPILT LIVE, NAF N01 FLASH, .L AM1O SIP P'� 'Nl I1 iG1 I11 INET ",Fr ;FA, snALI wa N1 rIMApIRF.- F ,A,L, -IL I ^I", EH.u�rtu„Ns .1P, 1111, '1 PE[M' FP RSA ,NL, _ATN€ PFRSaN {0H WFgN IIli I IRVE• Pr PAPEII .0 a .1' TAHALI TU THE '�11F f'HIPAN �. J)O LRNMENfAL Af.ENCi AN' _TNFDIN': iNSTIIUTYN II,TLO HEREON, ANU ”"ASSIGNEES If TILEw LENFl STI .TI.N :EPTFYA7TCAS ARF NGT TRµTERA ]Ft HE EXISTENCE Of RIGHT Of WAIS AND/OR EASEMENTS OF RECORD. IF ANY. NOT SHOWN ARE NOT GUARANTEED. _- NI`. 1 N=Ab66H 1 ;« t 1 R f W�" 1 Q�,LINL: {.gIA.' ✓AII INF tF PA 11 T, FF U LOT N IN r 1"I LL!A. :N PN IPILT LIVE, NAF N01 FLASH, .L AM1O SIP P'� 'Nl I1 iG1 I11 INET ",Fr ;FA, snALI wa N1 rIMApIRF.- F ,A,L, -IL I ^I", EH.u�rtu„Ns .1P, 1111, '1 PE[M' FP RSA ,NL, _ATN€ PFRSaN {0H WFgN IIli I IRVE• Pr PAPEII .0 a .1' TAHALI TU THE '�11F f'HIPAN �. J)O LRNMENfAL Af.ENCi AN' _TNFDIN': iNSTIIUTYN II,TLO HEREON, ANU ”"ASSIGNEES If TILEw LENFl STI .TI.N :EPTFYA7TCAS ARF NGT TRµTERA ]Ft HE EXISTENCE Of RIGHT Of WAIS AND/OR EASEMENTS OF RECORD. IF ANY. NOT SHOWN ARE NOT GUARANTEED. _- NI`. 1 N=Ab66H til'RVEY OF PROPERTY 'I T1 PATI A7' 01ZIENT TOWN OF SOUTHOLD x _ SUFFOLK COUNTY, NEW YORK t = S.C. TAX No. 1000-15-08-30 SCALE 1"=50' �. DECEMBER 12, 2002 LEEE46FH 20J< "PIIATE SLFlf 'A ANILINE, '8. 2005 ADDED jPQI IILL vATION% FFHRUAFI .8.:005 REVISED AS PER $CDHS NOIICF APR, 13. 3001 RFASFD F%IAINC SEPTIP SYSTEM mAIDN`. AREA = 67.654sq. It a,. 553 ac. T8";7 HALE DATA .. . nIW,.TALl _� _Nc. I ..,NPT_ ,. ..... r.. a.... ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EIISTING ELEVATONS ARE SHOWN THUS -30S MINIMUM SEPTIC TALAR CAPACITIES FOR 1 1 10 1 BEDROOM HCUSf IS 1.000 f,ALLONS. 1 IIMUM B' A 3 WIDE, 6 J' DEEP A 3. MINIMUM LEACHING SYSTEM'MINFORA TO A BEDROOM HOUSE IS 300 ap H SAEWLL., AREA. CHIN 3 POOLS: A' DEEP. 8' OT4. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPT C TANK 1 'HE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS PND/OR DATA OBTAINED FROM OTHERS. PROPOSED SEPTIC SYSTEM DETAIL x+�PIT, FURTHEST LEACHMO POOL P5a ,Y 8[ 4I Of A 3 POOL SYSTEM b IN ANA ca Nf ry m LL lu � wni i�T"'mrl • I .. �� 114 ruv "'. ' $[PT14. TAN ' .. 3' .. €ACJMG FQQL511-Al •. ,,... r m .rz u,. « w. �. r s..a N ...... •«�wu . -111 n H LI, N DANIA t N I I'GP I I,F F11T A ALI, F B. T A, N' PPR NI 41 a OF IL p 11111 b, IN Nf N , «JA I IAN, /PAT, IN Al Q�,LINL: {.gIA.' ✓AII INF tF PA 11 T, FF U LOT N IN r 1"I LL!A. :N PN IPILT LIVE, NAF N01 FLASH, .L AM1O SIP P'� 'Nl I1 iG1 I11 INET ",Fr ;FA, snALI wa N1 rIMApIRF.- F ,A,L, -IL I ^I", EH.u�rtu„Ns .1P, 1111, '1 PE[M' FP RSA ,NL, _ATN€ PFRSaN {0H WFgN IIli I IRVE• Pr PAPEII .0 a .1' TAHALI TU THE '�11F f'HIPAN �. J)O LRNMENfAL Af.ENCi AN' _TNFDIN': iNSTIIUTYN II,TLO HEREON, ANU ”"ASSIGNEES If TILEw LENFl STI .TI.N :EPTFYA7TCAS ARF NGT TRµTERA ]Ft HE EXISTENCE Of RIGHT Of WAIS AND/OR EASEMENTS OF RECORD. IF ANY. NOT SHOWN ARE NOT GUARANTEED. _- NI`. 1 N=Ab66H E8 0 i tuu'r a,o_ a5 - IIx_ ii'SC11�31 F,I E� f;i SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-08-30 SCALE 1"=30' DECEMBER 12, 2002 DECEMBER 17, 2004 UPDATE SURVEY JANUARY 18, 2005 ADDED SPOT ELEVATIONS FEBRUARY 28, 2005 REVISED AS PER S.C.D.H.S NOTICE APRIL 18, 2005 REVISED EXISTING SEPTIC SYSTEM LOCATORS AUGUST 2, 2006 FINAL SURVEY FOR ADDITION AREA = 67,654.93 sq. it. 1.553 ac. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WDIARON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION TAW. COPIES OF THIS SURVEY INP NOT BEARING THE AND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHAH NOT BE CONSIDERED TO BE A VALD TRUE COM, CERRFlCARONS INDICATED HEREON SSPML RUN ONLY TO THE PERSON FOR MOM THE SURVEY IS PRFPMEX AND ON HIS BEIAUF TO THE TRU£ COMPMY, G(NERNMENT& AGENCY AND IFNDING INSTITUTION USIEO HEREON. AND TO THE //55$$IGNEES OF THE LEND NO INSO- T TION CERRFlMTIDNS ME NOT TRMSFERABLE. THE EXISTENCE OF RIGHTS OF WAY ANO/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. /EDI' NE Y # nti mechanical consultant KOLB MECHANICAL COMPLY WITH ALL CODES OF 1631.298.5527 NEW YORK STATE d TOWN CODES structural engineer: AS RE UIRED AND CONDITIONS OF JOSEPH FISCHETTI, PE SDI MTDMi 1725 Hobart Road Southold, NY 11971 50UTIWTONIIRAIII N IOW t631.765.2954 1631.614.3516 N.YS. DEC OCCauPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDLR USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 % LEAD. UNDERWRITERS CERTIFICATE REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45.100 OF THE TOWN CODE. FLOOD ZONE�L�� COMPLY WITH CHAPTER *46* FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. DO "!�_ DRQr'FEC N11TH UNTIL SURVEY OFFOUN�ATICNDCATION SCHETMAN KIM HAS BEEN APPROVED. RESIDENCE Richard Schetman and Coco Kim PLUMBING 160 Henry Street, Apt. 9A ALL PLUMBING WASTE Bmoklyn, NY 10201 S WATER LINES NEED TEM 4NG BEFORE COVERING CERTIFICATION OF NAILI'10 & CONNNECTIONS RF. SCHETMAN KIM RESIDENCE 10 JUNE 205 BUILDING PERMIT SET dmwnby 552 Broadway 6th floor New York NY 10012 APP V D AS NOTED 7 /z �'B.p., DATE: ��—, _p� 5� FEE: BY: � 1071 BUILDING DEPARTMENT AT 765-1802 $AM TO 4 P FOR THE FOLLOWING INSPECTIONS: 212 , 1. FOUNDATION - TWO REQUIRED 925 FOR POURED CONCRETE 9390 2. ROUGH - FRAMING 8 PLUMBING t 3. INSULATION 212 4. FINAL - CONSTRUCTION MUST 925 BE COMPLETE FOR C.O. 9391 ALL CONSTRUCTION SHALL MEET THE w REQUIREMENTS OFTHECODESOFNEW www YORK STATE. NOT RESPONSIBLE FOR hellandamh DESIGN OR CONSTRUCTION ERRORS. cam mechanical consultant KOLB MECHANICAL COMPLY WITH ALL CODES OF 1631.298.5527 NEW YORK STATE d TOWN CODES structural engineer: AS RE UIRED AND CONDITIONS OF JOSEPH FISCHETTI, PE SDI MTDMi 1725 Hobart Road Southold, NY 11971 50UTIWTONIIRAIII N IOW t631.765.2954 1631.614.3516 N.YS. DEC OCCauPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDLR USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 % LEAD. UNDERWRITERS CERTIFICATE REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45.100 OF THE TOWN CODE. FLOOD ZONE�L�� COMPLY WITH CHAPTER *46* FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. DO "!�_ DRQr'FEC N11TH UNTIL SURVEY OFFOUN�ATICNDCATION SCHETMAN KIM HAS BEEN APPROVED. RESIDENCE Richard Schetman and Coco Kim PLUMBING 160 Henry Street, Apt. 9A ALL PLUMBING WASTE Bmoklyn, NY 10201 S WATER LINES NEED TEM 4NG BEFORE COVERING CERTIFICATION OF NAILI'10 & CONNNECTIONS RF. SCHETMAN KIM RESIDENCE 10 JUNE 205 BUILDING PERMIT SET dmwnby GENERAL NOTES GENERAL NOTES (cont.) GENERAL NOTES (cont.) SYMBOLS AND LEGEND ABBREVIATIONS DRAWING INDEX ISSUES & REVISIONS 01. PROJECT SCOPE: PERFORM ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS FOR THE ALTERATION, RENOVATION, REPAIR AND REHABILITATION OF THE DESIGNATED PREMISES, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, SCAFFOLDING AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER AND COMPLETE EXECUTION OF THE WORK. THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK INDICATED IN THIS DRAWING SET AND SHALL EXTEND TO ANY CHANGES, OR ADDITIONAL SCOPE DEVELOPED DURING THE COURSE OF THE PROJECT. 02. PRE-BID SITE VISIT: DUE TO THE INACCESSIBILITY OF PARTS OF THE SHOWN ON THE PREMISES OR STRUCTURE, DIMENSIONS AND Y CORRECT. DRAWINGS ARE PRESUMED TO BE REASONABLY CORRECT. VERIFY ALL EXISTING CONDITIONS IN THE FIELD COVERING OR AFFECTING THE WORK PRIOR TO SUBMITTING A BID. 22. APPROVED MATERIALS: A) ALL MATERIALS, ASSEMBLIES AND EQUIPMENT SUPPLIED BY THE CONTRACTOR SHALL HAVE MEA (MATERIALS AND EQUIPMENT ACCEPTANCE DIVISION) OR BSA (BOARD OF STANDARDS AND APPEALS) APPROVAL FOR USE IN THE STATE OF NEW YORK. B) THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER 15 SPECIFIED. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE THE SUITABILITY AND ACCEPTABILITY OF A SUBSTITUTION REQUESTED BY THE CONTRACTOR. C ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT. D UNLESS OTHERWISE NOTED IN THE DRAWINGS, MANUFACTURED MATERIALS ) AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 35. REMOVALS: MAINTAIN A CLEAN AND NEAT WORK SITE AT ALL TIMES. CLEAN UP AND REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS, CONTAINERS AND SALVAGES AS GENERATED BY THE CONSTRUCTION, DEMOLITION AND BY THE DELIVERY AND INSTALLATION OF WOODWORK, FURNITURE AND APPLIANCES, WHETHER PROVIDED UNDER THIS CONTRACT OR NOT. 36. FINAL CLEANUP: ALL SPACES MUST BE LEFT VACUUM -CLEAN AND ORDERLY, READY FOR OWNER OCCUPANCY. ALL SURFACES, INCLUDING COUNTERS, CABINET SHELVES AND TOPS, MANTLES, MOLDINGS, DOOR AND WINDOW HEADS, PLUMBING AND LIGHTING FIXTURES, APPLIANCES, HEATING AND AIR-CONDITIONING EQUIPMENT (INCLUDING RADIATORS, FIN -TUBE AND CONVECTORS) AND FLOORS SHALL BE THOROUGHLY DUSTED WITH A FREQUENTLY RINSED DAMP CLOTH. AFTER DUSTING ALL SURFACES, FLOORS SHALL BE VACUUMED USING ATTACHMENTS APPROPRIATE FOR THE FINISH. 1 BUILDING SECTION A210 ��A A200 ELEVATION 1 A300 2 INTERIOR ELEVATION AFF Above c, Finished Acoustical AcousT Acoustic. Acoustical A.C. Air Conditioning AArea obis, Adjacent A.D.DJ Area Omm Alum mum 4 Angle APPROx. Appmect(cr ARCH A,cmtect(uoo0 ® At Aux. Auxiliary BEr. Bdck(s) BLK. Blocking BLKG. smoking Bo. easm BOT. Bottom BLD Brick BLDG. Bottom of untdl • D O - NEW DRAWING REVISED NO CHANGES OMITTED DRAWING THIS DRAWING 71 g n. z da m 03. EXCLUSIONS: BIDDERS SHALL MAKE KNOWN TO ARCHITECT ANY LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT CLEARLY AND EXPLICITLY ON THE BID DOCUMENTS. UNLESS SPECIFICALLY EXCLUDED, THEY WILL BE PRESUMED TO BE INCLUDED IN ALL PRICING OF THE PROJECT. 04. COMPLEMENTARY DOCUMENTS: THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED FOR BY ALL. 05 INCONSISTENCIES: WHERE DIFFERENCES BETWEEN THE DRAWINGS, NOTES AND SPECIFICATION OCCUR, THE DECISION OF THE ARCHITECT SHALL GOVERN AS TO WHICH TAKES PRECEDENCE. THE ARCHITECT SHALL PROMPTLY RESOLVE ANY SUCH DISCREPANCIES BROUGHT FORWARD BY THE CONTRACTOR. 06. MISSING INFORMATION: STUDY THE DRAWINGS, NOTES, SPECIFICATIONS AND OTHER INSTRUCTIONS, AND NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES OR MISSING INFORMATION REQUIRED FOR FABRICATION OR INSTALLATION OF THE WORK. THE CONTRACTOR SHALL REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 07. DOUBTFUL CONDITIONS / FIELD CONDITIONS: VERIFY ALL EXISTING ARCHITECT AND DIMENSIONS AFFECTING THE WORK AT THE SITE NOTIFY THE ARCHITECT OF ANY CONDITIONS OR MATERIALS THAT ARE FOUND CONTRARY TO THOSE INDICATED ON THE DRAWINGS, OR OF ANY DOUBTFUL CONDITIONS THAT MIGHT AFFECT THE QUALITY OF OR INTERFERE WITH THE PROPER COMPLETION OF THE PROJECT PRIOR TO COMMENCING WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 08. CONTACT LIST: PRIOR TO COMMENCING WORK, PROVIDE THE ARCHITECT A LIST OF ALL PROPOSED SUBCONTRACTORS THIS LIST SHALL CONTAIN THE NAME OF THE PRINCIPAL CONTACT, ADDRESS, PHONE NUMBER, FAX NUMBER AND LICENSE NUMBER OF EACH SUBCONTRACTOR. 9. BUILDING REGULATIONS: COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING. CONFIRM WITH THE BUILDING MANAGEMENT PERMITTED HOURS OF WORK, THE HOURS OF AVAILABILITY OF ELEVATORS, AND THE PERMITTED METHODS OF HANDLING AND HOISTING EQUIPMENT, MATERIALS AND DEBRIS. AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS. 10. DISTRIBUTION OF DRAWINGS: DISTRIBUTE DRAWINGS REQUIRED TO FULLY EXPLAIN THE SUBCONTRACTORS' SCOPE OF WORK AND REQUIRED COORDINATION WITH OTHER TRADES TO ALL SUBCONTRACTORS, 11. PERMITS AND APPROVALS: OBTAIN ALL REQUIRED PERMITS AND PAY FEES FOR PERMITS, LICENSES, INSPECTIONS, FILINGS AND APPROVALS REQUIRED BY LOCAL LAWS, ORDINANCES AND REGULATIONS NECESSARY FOR COMPLETION OF THE PROJECT. 23, LICENSED TRADESPEOPLE: PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR TRADE, WHO SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND, SIGN -OFFS. 24. CURRENT DRAWINGS: MAINTAIN A COMPLETE AND CURRENT SET OIF THE CONTRACT DOCUMENTS ON SITE DURING ALL PHASES U CONSTRUCTION OIFN FOR THE USE OF ALL TRADES. 25. LAYOUT S WORK: LAY OUT THE WORK FROM THE DIMENSIONS AIND ALIGNMENTS SHOWN ON THE DRAWINGS AND BE RESPONSIBLE FOR AILL MEASUREMENTS IN CONNECTION THEREWITH. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, TO THE ARCHITECT. DO NOT SCALE DRAWINGS: NO EXTRA CHANGES WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWING. THE CONTRACTOR SHALL ASSUME FULL AND UNDIVIDED RESPONSIBILITY FOR THE ACCURACY, FIT AND STABILITY OF ALL PARTS OF THE WORK. 26. SHOP DRAWINGS & SAMPLES: SUBMIT SHOP DRAWINGS, PRODUCT SAMPLES AND MANUFACTURER'S TECHNICAL INFORMATION FOR THE ARCHITECT'S REVIEW, PRIOR TO THE COMMENCEMENT OF FABRICATION,I, WHERE REQUIRED BY THE CONTRACT DOCUMENTS. A) PROVIDE ACCURATE, LARGE SCALE, DETAILED SHOP DRAWINGS PRiIEPARED SPECIFICALLY FOR THIS PROJECT ON REPRODUCIBLE MEDIA. INDICATEE AND IDENTIFY ADJACENT CONDITIONS AND MATERIALS, METHODS OF ATTACHMMENT OR INTERFACE FOR ALL ADJACENT WORK. B) SHOW ACCURATE FIELD DIMENSIONS AND INDICATE ANY COORDINATTION WITH OTHER WORK REQUIRED. C REPRODUCTION OF THE ARCHITECT'S CONTRACT DOCUMENTS AS THHE BASIS FOR SHOP DRAWINGS WILL NOT BE ACCEPTED. D) PROVIDE SAMPLES THAT ARE IDENTICAL WITH FINAL MATERIALS, ANDD DESCRIPTION OF THE SOURCE, VARIETAL NAME OR MANUFACTURER'S EMAKE AND MODEL NUMBER. E) ARCHITECTS REVIEW IS FOR CONFIRMATION OF VISUAL DESIGN INTENT, COLOR, PATTERN, TEXTURE AND TYPE ONLY. THE CONTRACTOR IS N(OT RELIEVED FROM FULL RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR FOR ERRORS OR OMISSIONS IN THE SHOP DRAWINGS BY THE ARCHITECT'S REVIEW AND) APPROVAL OF SAID SHOP DRAWINGS. F) THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES, DIMEN'4SIONS AND FOR COMPLIANCE WITH THE ARCHITECT'S DESIGN INTENT, AND POOR THE COORDINATION OF THE WORK WITH ALL TRADES. 27, APPROVALS: THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS AND SAMPLES IS FOR CONFORMANCE WITH DESIGN INTENT ONLY, APPROWAL OFA WINDOWS SHALL BE SCRAPED CLEAN WITH A RAZOR AND WASHED AND WIPED WITH VINEGAR AND NEWSPRINT, 37. PROJECT CLOSEOUT: UPON COMPLETION OF THE JOB THE CONTRACTOR SHALL SUBMIT ALL CERTIFICATES OF INSPECTION AND A CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA DOCUMENT G-704) TO THE ARCHITECT. UPON OWNER'S ACCEPTANCE, THE CONTRACTOR SHALL PERFORM A FINAL CLEANING. 38. COMPLETION: THE PROJECT SHALL BE CONSIDERED COMPLETE WHEN THE NYC BUILDING DEPARTMENT ISSUES A LETTER OF COMPLETION (CERTIFICATE OF OCCUPANCY) AND WHEN WORK ON THE ARCHITECT'S PUNCH LIST HAS BEEN COMPLETED TO THE SATISFACTION OF THE ARCHITECT. 39. WARRANTY & GUARANTEE: A) THE CONTRACTOR GUARANTEES THAT WORK COMPLETED UNDER THIS CONTRACT IS FREE FROM FAULTY MATERIALS AND WORKMANSHIP, INCLUDING IMPROPER INSTALLATION, THIS GUARANTEE SHALL COVER A MINIMUM PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL BIND THE CONTRACTOR TO REPAIR OR REPLACE, PROMPTLY AND EFFICIENTLY, ANY AND ALL WORK AND MATERIALS FOUND TO BE DEFECTIVE DURING THIS PERIOD, INCLUDING OTHER WORK NOT PERFORMED UNDER THIS CONTRACT, THAT IS DAMAGED BY SUCH DEFICIENCY. B) NEITHER THE FINAL CERTIFICATE NOR THE FINAL PAYMENT, NOR ANY OTHER PROVISION IN THE CONTRACT, SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY DESCRIBED IN THIS SECTION C) THIS WARRANTY IS IN ADDITION TO MANUFACTURER'S STANDARD WARRANTIES ON SPECIFIC PRODUCTS, MATERIALS AND ASSEMBLIES. D) IN THE EVENT THAT ADDITIONAL PROFESSIONAL SERVICES ARE REQUIRED TO VERIFY AND DIRECT REPAIRS OR REPLACEMENT OF WORK AS A DIRECT CONSEQUENCE OF THE FAILURE OF MATERIALS OR WORKMANSHIP GUARANTEED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF FEES FOR SUCH PROFESSIONAL SERVICES AND ANY OTHER FEES NECESSARY TO CORRECT THE WORK. 1 SECTION A400 A - - COLUMN CENTER LINE ---- 1 r \I DETAIL A400 I \ _ _ : 10 WINDOW DESIGNATION XX%% DOOR DESIGNATION GD% SLIDING GLASS DDDR DESIGNATION � +1` ELEVATION/DATUM +1'0"SF %�- WALL TYPES EX EXISTING WALL Q REVISION NUMBER ® EXISTING CONC. STRUCTURE �WOOD BLOCKING PLYWOOD PLYWOOD -DETAIL WOOD -FINISH GRADE CAB.. cabinet OLD. Cebinet lling CLO. Cemex CEM.. cement co Gellng nter Diff Diffuser C.R. ceiling Register CLOS., CL. Cloeet CLR clear CW. cold Water COL. column CONI, Generous CONST. coneh'ucnan cMu. cana,ste Masonry unit CONT Contactor CONTR. ContractJointor c.J control or c cows or conduit UP. Down DP. Retail aofing oFr Ddeitil DIA. Diameter DIM. Dimension DDispenser DWWS.G. Drawing DIAc. Diagonal E. East FILED QUI Electric(al) EQUIP. Equipment EA. Eae6 ExH_ Exhaust EXP.. JT. Expansion Joint EXT. Exterior FIN. Fimeh(ed) FIX. Fi FTI. Finish Height F.R. Fire Rated FL./IFLR Floor TO. Floor Drain/Fleld Dimension F.T. Fire -Retardant Treated c. Gas GA. Go ago GI. Gawam=ed CL. Gmnn G Grade HDWTR, hardware wan Board HDWIR Hardwood HDwID Hardwood H.R. Handrail H.V.A4.C. Hest, venc.M Air Cana. H rOR H 9=antsl H.W. Hot Water to. Inside Diameter NSAIL In ior n INT. Interior INCL., JT Joint Joint LTL Lintel LAN. Lavatory DWG. NO. DRAWING TITLE as.1D.D5 A000 COVER SHEET • A001 DRAWING LIST, BLOCK & PLOT PLANS, SYMBOLS, ABBREVIATIONS &NOTES • A002 ANSI DRAWINGS AND GENERAL NOTES • A010 SITE PLAN • A100 CONSTRUCTION PLANS A101 POWER AND COMMUNICATION PLANSCOND • A103 FLOOR FINISH PLANS • A103 FOUNDATION PLAN &ROOF PLAN • A104 FRAMING PLANS • A170 REFLECTED CEILING PLAN LIGHTING PLAN • A200 EXTERIOR ELEVATIONS • A210 INTERIOR ELEVATIONS • A211 INTERIOR ELEVATIONS • A220 SECTIONS • A221 SECTIONS • g300 ENLARGED PLANS &ELEVATIONS - BATHROOM • A400 FINISH SCHEDULE, PARTITION TYPES, FLOOR DETAILS, • 12. INSPECTIONS: SCHEDULE REQUIRED INSPECTIONS IN A TIMELY MANNER SO AS NOT TO INTERRUPT PROGRESS OF THE WORK. SPECIFIC ITEM DOES NOT INDICATE APPROVAL OF AN ASSEMBLY OF OHICH THE ITEM IS A COMPONENT. CONCRETE LDR. Leads, Lw. Lightweight LAM. Laminate L.P. Law Point CEILING DETAILS, AND DETAILS A401 DOOR SCHEDULE, DOOR TYPES, WINDOW SCHEDULE, • 13. NOTIFICATIONS: NOTIFY ADJACENT PROPERTY OWNERS IN ACCORDANCE WITH THE PROVISIONS OF LAW. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS FOR USE OF THEIR PROPERTY FOR STAGING AND EXECUTION OF THE WORK OF THIS CONTRACT, IF REQUIRED. 14. WORK PERMIT: A VALID WORK PERMIT SHALL BE PROMINENTLY DISPLAYED 28. QUALITY ASSURANCES: A) ALL WORK SHALL BE PERFORMED AND SUPERVISED BY WORKERS THOROUGHLY FAMILIAR WITH THE MATERIALS AND METHODS SPECIFIED. B) WORK SHALL BE INSTALLED PLUMB AND LEVEL. SHOULD EXISTING ADJACENT WORK NOT BE PLUMB AND LEVEL, NEW WORK SHALL BE INSTALLED AS NECESSARY TO MEET THE EXISTING WORK, WITHOUT APPEARING TO ACOUSTICAL INSULATION ® STEEL MATL.. Material MEchH. MMIN. sd l MMettolro N. Minimum MAX' Maximum MFR` Manufacturer N,T.S. Not i Scales BUILDING DEPARTMENT NOTES 01. CODE: CODE OF THE TOWN OF SOUTHOLD. NEW YORK, V144 UNIFORM BUILDING CODE, 1997. AND WINDOW TYPES A402 DOOR DETAILS • A403 DOOR Df7AIL5 • A404 DOOR DETAILS • AT THE JOB SITE FOR THE ENTIRE DURATION OF THE WORK. 15. INSURANCE: PROVIDE PROOF OF WORKER'S COMPENSATION INSURANCE AND DISABILITY INSURANCE COVERAGE AS REQUIRED BY NEW YORK STATE LAW, PRIOR TO THE COMMENCEMENT OF WORK. PROOF OF LIABILITY, PROPERTY DAMAGE AND OTHER INSURANCE SHALL BE PROVIDED IN THE AMOUNTS STATED IN THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR. ALL CONTRACTORS INVOLVED IN THIS WORK SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE, AND SHALL COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKERS' COMPENSATION. 16. COMPLIANCE WITH CODES: WORK IS TO BE PERFORMED IN ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND SHALL CONFORM TO ALL APPLICABLE TOWN, CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES. WHERE REQUIREMENTS OF THESE CODES ARE CONTRADICTORY OR MUTUALLY EXCLUSIVE, THE MORE STRINGENT RULE SHALL APPLY, EMPHASIZE THE VARIANCE, SUBJECT TO THE APPROVAL OF THE ARCHITECT. 29. CHANGE ORDERS: DO NOT PROCEED WITH ANY ADDITIONAL WORKI OR CHANGES FOR WHICH ADDITIONAL COMPENSATION IS EXPECTED WITHODUT A WRITTEN AUTHORIZATION FROM THE OWNER AND THE ARCHITECT. FAIILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE THE CLAIM FOR EMRtA COMPENSATION 30. SECURING OF PREMISES: ERECT TEMPORARY, RIGID, RUSTPROOF, SOUND ATTENUATING BARRIERS TO MINIMIZE THE IMPACT OF DUST AND NOISEE IN THE SPACES THAT ARE NOT INVOLVED IN CONSTRUCTION. SECURE THE PREMISES AND MATERIALS WITHIN THE CONSTRUCTION AREA FOR THE DURATION OF CONSTRUCTION UNTIL THE OWNER'S FINAL ACCEPTANCE. TAKE ALL NECESSARY PRECAUTIONS AT THE END OF EACH WORK DAY TO INSURE THAT UNAUTHORIZED PERSONS CANNOT ENTER THE JOB SITE. 31. PROTECTION DURING CONSTRUCTION: PROVIDE AND MAINTAIN ALL NECESSARY COVERINGS AND PROTECTION TO PREVENT DAMAGE, 02. OCCUPANCY GROUP: R-3 03. CONSTRUCTION CLASSIFICATION: 04. CHANGE IN USE: NONE 05. CHANGE IN OCCUPANCY: NONE 06. CHANGE IN EGRESS: NONE 07. INTERIOR FINISHES: INTERIOR FINISHES TO COMPLY WITH THE APPLICABLE REQUIREMENTS SET FORTH IN CHAPTER 8 OF THE UNIFORM BUILDING CODE 08. SCOPE OF WORK: THE WORK COVERED UNDER THIS APPLICATION IS RESTRICTED TO MODIFICATIONS AND NEW WORK OF THE DESCRIBED PREMISES ONLY. DRAWINGS AND NOTES SHOWING OTHER AREAS ARE i. ; ; i; ,r STONE GYPSUM WALL BOARD MARBLE BRICK 2 -HR RATED PARTITION/WALL O MDF N. North No. or Number NOM.. OnN./ O C.C.On /Over O.on ninnter(n) 0H. Opening o.H. Overhead Q.O oUtsme Diameter oHND. Qppaefta Hand t PTH. IN. Poned PTO Painel P.D. Panel opdning PRPD Plywood r paration RED Radlue ITEC., Recessed /Receptacle REQ./REQ'D. Required REF./REFL. Reflected REINF. Rslnrorce(d)/(Ing) RES. Resilient RET. Return / Retain R Riser /Radlue A405 WINDOW DETAILS • A500 WALL SECTIONS, ELEVATIONS, AND PLAN DETAILS • A510 STAIR DETAILS • A520 INTERIOR DETAILS • S -I GENERAL CONSTRUCTION NOTES • 5-2 GENERAL WIND PROTECTION CONNECTION NOTES • 5-3 CONSTRUCTION DETAILS • 17. MEANS AND METHODS: THE CONTRACTOR SHALL SUPERVISE THE WORK USING THE BEST SKILL AND ATTENTION, THE CONTRACTOR SHALL BE SOLELY DISCOLORATION OR SOILING OF BOTH EXISTING AND NEW CONSTRUCTIFION, FINISHES AND BUILDING ELEMENTS, SUCH PROTECTION SHALL BE MPAINTAINED UNTIL THE OWNER'S FINAL ACCEPTANCE. UPON OWNER'S ACCEPTANCCE, THE PROVIDED FOR INFORMATON ONLY, LINE ABOVE RM. Room R.D. Rough Opeang B.S. Roof Scupper SCH.Schedule RESPONSIBLE FOR, AND SHALL HAVE CONTROL OVER, CONSTRUCTION MEANS, CONTRACTOR SHALL REMOVE ALL PROTECTION AND CLEAN ALL EXPOSSED SEC. Section METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. SURFACES. LINE BELOW SEP, Separate S.F Ratner, 18. SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 32. TEMPORARY UTILITIES: THE OWNER SHALL PROVIDE TEMPORARY EELECTRIC CONTROLLED INSPECTIONS SIM. similar to Sim. specification INITIATING, MAINTAINING AND SUPERVISING SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS ANDUTILITIES ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE SAFETY OF PERSONS POWER AND WATER FOR REASONABLE USE BY THE CONTRACTOR. THHE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF TEMPORARY FROM THE POINT OF ORIGIN PROVIDED BY THE OWNER. TEMPORARY HEAT, IF REQUIRED, IS THE RESPONSIBILITY OF THE COMTRACTOR. 01. FINAL INSPECTION S South / Sink Ss. Stainless Steel STOR. Storage STIR. Structural, Structure AND PROPERTY, AND THEIR PROTECTION FROM DAMAGE, INJURY AND LOSS. THE CONTRACTOR SHALL INSURE THAT THE JOB SITE IS MAINTAINED AT ALL TIMES IN SUCH A WAY AS TO PREVENT INJURY OR DAMAGE TO ALL PERSONS WORKING ON OR VISITING THE PREMISES, AND TO PERSONAL PROPERTY. 33, DELIVERIES: EACH CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY AND TRANSFER OF EQUIPMENT AND MATERIALSS.C. TO THE JOB SITE. SW, Swltch SQ. Square Soled care Susw. Suspended STN. Sttonon Stone TEL Thermost 19. HAZARDOUS MATERIALS' A) IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS ASBESTOS OR PRODUCTS CONTAINING (OR THOUGHT TO CONTAIN) ASBESTOS, ALL PERSONS SHALL BE REMOVED FROM THE PROPERTY IMMEDIATELY WITHOUT DISTURBING THESE PRODUCTS AND THE OWNER SHALL BE NOTIFIED. B) THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ALL PARTIES FROM POTENTIAL HAZARDS PRODUCED BY THE REMOVAL OF OR DAMAGE TO LEAD-BASED PLANTS AND COATINGS, OR OTHER MATERIALS 34 CUTTING AND PATCHING: PERFORM ALL CUTTING AND PATCHING RREQUIRED BY THE INSTALLATION OF NEW PLUMBING, PLUMBING FIXTURES AND CONNECTIONS, WIRING, ELECTRICAL AND TELEPHONE OUTLETS, SWITCHHES, HEATING AND VENTILATION ELEMENTS AND DEVICES TO PROVIDE A AINNISHED PROJECT. A) MATERIALS USED IN CUTTING AND PATCHING SHALL BE IDENTICAL TO ORIGINAL MATERIALS, UNLESS OTHERWISE NOTED.FILED B) USE CUTTING METHODS LEAST LIKELY TO DAMAGE RETAINED ELEMEENTS OR THK. Thermostat THO Thickness T.o, WALL Top of curb T.O. WALL Tap of Wall TO, SILL Tap of sill T.O. SUB Top of Slab T. Taxed Ty,l al TSD Tube steel TEMP. Tempered �+ 4 A r+ DIRECTIVE IY APPLICATION. NO CHANGE TO USE, EGRESSS OR OCCUPANCY UNDER THIS APPLICATION. REPRESENTING SIMILAR HAZARDS, EXISTING ON OR ABOUT THE PROPERTY, 20. SCHEDULE: THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT AND THE OWNER PRIOR TO COMMENCING THE WORK. THE SCHEDULE SHALL INDICATE THE COMPLETION OF THE PROJECT, THE SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIME, LENGTH OF TIME FOR EACH PHASE AND START AND COMPLETION DATES FOR EACH TRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE APPROVED SCHEDULE. - 21. SEQUENCE AND COORDINATION: THE CONTRACTOR SHALL COORDINATE THE > WORK OF ALL TRADES AND SUBCONTRACTORS FOR ALL PORTIONS OF THE J WORK UNDER THIS CONTRACT. ADJOINING WORK. C) LOCATE UTILITIES BEFORE CUTTING. CAP, VALVE, SEAL AND PLUG; ABANDONED UTILITIES OR REMOVE ENTIRELY WHERE INDICATED ON THHE DRAWINGS. D) PATCHING SHALL PROVIDE SOLID, TRUE AND ALIGNED SUBSTRATI FOR THE INSTALLATION OF FINISH MATERIALS. E) PATCHING SHALL SEAMLESSLY JOIN THE IMMEDIATE EXISTING ADJAACENT CONSTRUCTION IN MATERIAL, FINISH, GLOSS AND COLOR, JOINTS SHdALL BE DURABLE AND INVISIBLE. CREATE TRUE, EVEN PLANES WITH UNIFORNM CONTINUOUS APPEARANCE. F) REPAINT ENTIRE ASSEMBLIES AND SURFACES, NOT JUST THE PATCHED G) NO PENETRATIONS, CUTTING OR CHANNELING OF LOAD BEARING MALL IS ALLOWED. ALSO, NO WORK IS ALLOWED ON WALLS WHICH ENCLOSEDI FIREPLACE FLUES AND NO PENETRATIONS OR CUTTING OF TERRA CODTTA LI Unless Noted Otherwise VA. Value VEN. Veneer VERT Vertical V.I.T. verify in Field V.B. Vapor Barrier IN water / wide / west W.C. Wats, Cmeet w.P woterpraofmg W.R. Witter Resistant W/, W/O With. Without WD. woad S ARCHES OR CEILING PANELS IS ALLOWED, T 552 Broadway I floor New York NY 10012 ty� i a xl (vlI, ei I',rtl I T T �' I II' , t 212 925 9390 212 925 9391 IN www helfandarch com mechanical consultant: KOLB MECHANICAL t 631.298 5527 structural engineer, JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schertman and Coco KID 160 Henry Street, Apt. 9A Brooklyn, NY 10201 GxSSEJED Apo,, Q4r Ei H[� grya �P� * eo- e ,r. , Qt .rrF OF NE'fl y� da" 10 JUNE 2005 BUILDING PERMIT SET d. , do TO nem 1/4" = 1'"0" IYB SYMBOLS, LEGEND, PLOT PLAN, ABBREVATIONS AND NOTES A001 GENERALNOTES 01. PROJECT SCOPE: PERFORM ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS FOR THE ALTERATION, RENOVATION, REPAIR AND REHABILITATION OF THE DESIGNATED PREMISES, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, SCAFFOLDING AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER AND COMPLETE EXECUTION OF THE WORK. THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK INDICATED IN THIS DRAWING SET AND SHALL EXTEND TO ANY CHANGES, OR ADDITIONAL SCOPE DEVELOPED DURING THE COURSE OF THE PROJECT 02. HISTORICAL SIGNIFICANCE: THE PREMISES ARE LOCATED IN A HISTORIC LANDMARK BUILDING AS DESIGNATED BY THE NYC LANDMARKS PRESERVATION COMMISSION AND HAS UNIQUE HISTORIC VALUE. EXERCISE SPECIAL CARE IN ALL PHASES OF THE WORK, TO PRESERVE, PROTECT AND MAINTAIN ALL ELEMENTS OF THE INTERIOR WHICH ARE NOT SPECIALLY SLATED FOR DEMOLITION THE CONTRACTOR SHALL NOT BE THE JUDGE OF THE SIGNIFICANCE OF ANY OF THESE FEATURES AND ELEMENTS; THIS RESPONSIBILITY REST SOLELY WITH THE ARCHITECT, NO FEATURES SHALL BE ALTERED, REMOVED, REUSED OR TAKEN FROM THE PREMISES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AS BEING CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 03. PRE—BID SITE VISIT: DUE TO THE INACCESSIBILITY OF PARTS OF THE PREMISES OR STRUCTURE, DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE PRESUMED TO BE REASONABLY CORRECT. VERIFY ALL EXISTING CONDITIONS IN THE FIELD COVERING OR AFFECTING THE WORK PRIOR TO SUBMITTING A BID. 04. EXCLUSIONS: BIDDERS SHALL MAKE KNOWN TO ARCHITECT ANY LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT CLEARLY AND EXPLICITLY ON THE BID DOCUMENTS, UNLESS SPECIFICALLY EXCLUDED, THEY WILL BE PRESUMED TO BE INCLUDED IN ALL PRICING OF THE PROJECT. 05, COMPLEMENTARY DOCUMENTS: THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED FOR BY ALL. 06. INCONSISTENCIES: WHERE DIFFERENCES BETWEEN THE DRAWINGS, NOTES AND SPECIFICATION OCCUR, THE DECISION OF THE ARCHITECT SHALL GOVERNI AS TO WHICH TAKES PRECEDENCE. THE ARCHITECT SHALL PROMPTLY RESOLVE ANY SUCH DISCREPANCIES BROUGHT FORWARD BY THE CONTRACTOR. 07. MISSING INFORMATION: STUDY THE DRAWINGS, NOTES, SPECIFICATIONS AND OTHER INSTRUCTIONS, AND NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES OR MISSING INFORMATION REQUIRED FOR FABRICATION OR INSTALLATION OF THE WORK. THE CONTRACTOR SHALL REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK, 08, DOUBTFUL CONDITIONS / FIELD CONDITIONS: VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AFFECTING THE WORK AT THE SITE. NOTIFY THEE ARCHITECT OF ANY CONDITIONS OR MATERIALS THAT ARE FOUND CONTRARY TO THOSE INDICATED ON THE DRAWINGS, OR OF ANY DOUBTFUL CONDITIONS THAT MIGHT AFFECT THE QUALITY OF OR INTERFERE WITH THE PROPER COMPLETION OF THE PROJECT PRIOR TO COMMENCING WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 09, CONTACT LIST: PRIOR TO COMMENCING WORK, PROVIDE THE ARCHITECT A LIST OF ALL PROPOSED SUBCONTRACTORS, THIS LIST SHALL CONTAIN THE NAME OF THE PRINCIPAL CONTACT, ADDRESS, PHONE NUMBER, FAX NUMBER', AND LICENSE NUMBER OF EACH SUBCONTRACTOR. 10. BUILDING REGULATIONS: COMPLY WI THE RULES AND REGULATIONS OPF THE BUILDING. CONFIRM WITH THE BUILDING MANAGEMENT PERMITTED HOURS OF WORK, THE HOURS OF AVAILABILITY OF ELEVATORS, AND THE PERMITTED METHODS OF HANDLING AND HOISTING EQUIPMENT, MATERIALS AND DEBRIS. AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS. GENERAL NOTES 11. DISTRIBUTION OF DRAWINGS: DISTRIBUTE DRAWINGS REQUIRED TO FULLY EXPLAIN THE SUBCONTRACTORS' SCOPE OF WORK AND REQUIRED COORDINATION WITH OTHER TRADES TO ALL SUBCONTRACTORS. 12, PERMITS AND APPROVALS: OBTAIN ALL REQUIRED PERMITS AND PAY FEES FOR PERMITS, LICENSES, INSPECTIONS, FILINGS AND APPROVALS REQUIRED BY LOCAL LAWS, ORDINANCES AND REGULATIONS NECESSARY FOR COMPLETION OF THE PROJECT. 13, INSPECTIONS: SCHEDULE REQUIRED INSPECTIONS IN A TIMELY MANNER SO AS NOT TO INTERRUPT PROGRESS OF THE WORK. 14. NOTIFICATIONS: NOTIFY ADJACENT PROPERTY OWNERS IN ACCORDANCE WITH THE PROVISIONS OF LAW. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS FOR USE OF THEIR PROPERTY FOR STAGING AND EXECUTION OF THE WORK OF THIS CONTRACT, IF REQUIRED. 15. WORK PERMIT: A VALID WORK PERMIT SHALL BE PROMINENTLY DISPLAYED AT THE JOB SITE FOR THE ENTIRE DURATION OF THE WORK. 16. INSURANCE: PROVIDE PROOF OF WORKER'S COMPENSATION INSURANCE AND DISABILITY INSURANCE COVERAGE AS REQUIRED BY NEW YORK STATE LAW, PRIOR TO THE COMMENCEMENT OF WORK. PROOF OF LIABILITY, PROPERTY DAMAGE AND OTHER INSURANCE SHALL BE PROVIDED IN THE AMOUNTS STATED IN THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR. ALL CONTRACTORS INVOLVED IN THIS WORK SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE, AND SHALL COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKERS' COMPENSATION. 17. COMPLIANCE WITH CODES: WORK IS TO BE PERFORMED IN ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND SHALL CONFORM TO ALL APPLICABLE TOWN, CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES, WHERE REQUIREMENTS OF THESE CODES ARE CONTRADICTORY OR MUTUALLY EXCLUSIVE, THE MORE STRINGENT RULE SHALL APPLY. 18. MEANS AND METHODS: THE CONTRACTOR SHALL SUPERVISE THE WORK USING THE BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, AND SHALL HAVE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 19, SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE SAFETY OF PERSONS AND PROPERTY, AND THEIR PROTECTION FROM DAMAGE, INJURY AND LOSS THE CONTRACTOR SHALL INSURE THAT THE JOB SITE IS MAINTAINED AT ALL TIMES IN SUCH A WAY AS TO PREVENT INJURY OR DAMAGE TO ALL PERSONS WORKING ON OR VISITING THE PREMISES, AND TO PERSONAL PROPERTY. 20. HAZARDOUS MATERIALS: A) IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS ASBESTOS OR PRODUCTS CONTAINING (OR THOUGHT TO CONTAIN) ASBESTOS, ALL PERSONS SHALL BE REMOVED FROM THE PROPERTY IMMEDIATELY WITHOUT DISTURBING THESE PRODUCTS AND THE OWNER SHALL BE NOTIFIED. B) THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ALL PARTIES FROM POTENTIAL HAZARDS PRODUCED BY THE REMOVAL OF OR DAMAGE TO LEAD—BASED PAINTS AND COATINGS, OR OTHER MATERIALS REPRESENTING SIMILAR HAZARDS, EXISTING ON OR ABOUT THE PROPERTY. GENERAL NOTES (cont.) 21. SCHEDULE: THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT AND THE OWNER PRIOR TO COMMENCING THE WORK, THE SCHEDULE SHALL INDICATE THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIME, LENGTH OF TIME FOR EACH PHASE AND START AND COMPLETION DATES FOR EACH TRADE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE APPROVED SCHEDULE. 22, SEQUENCE AND COORDINATION: THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SUBCONTRACTORS FOR ALL PORTIONS OF THE WORK UNDER THIS CONTRACT, 23. APPROVED MATERIALS: A) ALL MATERIALS, ASSEMBLIES AND EQUIPMENT SUPPLIED BY THE CONTRACTOR SHALL HAVE MEA (MATERIALS AND EQUIPMENT ACCEPTANCE DIVISION) OR BSA (BOARD OF STANDARDS AND APPEALS) APPROVAL FOR USE IN THE CITY OF NEW YORK, B) THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE THE SUITABIIJTY AND ACCEPTABILITY OF A SUBSTITUTION REQUESTED BY THE CONTRACTOR, C) ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT. D) UNLESS OTHERWISE NOTED IN THE DRAWINGS, MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 24, LICENSED TRADESPEOPLE: PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR TRADE, WHO SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND SIGN—OFFS. 25, CURRENT DRAWINGS: MAINTAIN A COMPLETE AND CURRENT SET OF THE CONTRACT DOCUMENTS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR THE USE OF ALL TRADES. 26. LAYOUT OF WORK: LAY OUT THE WORK FROM THE DIMENSIONS AND ALIGNMENTS SHOWN ON THE DRAWINGS AND BE RESPONSIBLE FOR ALL MEASUREMENTS IN CONNECTION THEREWITH, THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, TO THE ARCHITECT. DO NOT SCALE DRAWINGS: NO EXTRA CHANGES WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWING. THE CONTRACTOR SHALL ASSUME FULL AND UNDIVIDED RESPONSIBILITY FOR THE ACCURACY, FIT AND STABILITY OF ALL PARTS OF THE WORK. 27. SHOP DRAWINGS & SAMPLES: SUBMIT SHOP DRAWINGS, PRODUCT SAMPLES AND MANUFACTURER'S TECHNICAL INFORMATION FOR THE ARCHITECT'S REVIEW, PRIOR TO THE COMMENCEMENT OF FABRICATION, WHERE REQUIRED BY THE CONTRACT DOCUMENTS. A) PROVIDE ACCURATE, LARGE SCALE, DEFAILED SHOP DRAWINGS PREPARED SPECIFICALLY FOR THIS PROJECT ON REPRODUCIBLE MEDIA. INDICATE AND IDENTIFY ADJACENT CONDITIONS AND MATERIALS, METHODS OF ATTACHMENT OR INTERFACE FOR ALL ADJACENT WORK, B) SHOW ACCURATE FIELD DIMENSIONS AND INDICATE ANY COORDINATION WITH OTHER WORK REQUIRED. C) REPRODUCTION OF THE ARCHITECT'S CONTRACT DOCUMENTS AS THE BASIS FOR SHOP DRAWINGS WILL NOT BE ACCEPTED, D) PROVIDE SAMPLES THAT ARE IDENTICAL WITH FINAL MATERIALS, AND DESCRIPTION OF THE SOURCE, VARIEFAL NAME OR MANUFACTURER'S MAKE AND MODEL NUMBER. BACK-UP BLOCKING FOR FUTURE GRAB BARS NTS N EWED GENERAL NOTES (cont.) E) ARCHITECTS REVIEW IS FOR CONFIRMATION OF VISUAL DESIGN INTENT, COLOR, PATTERN, TEXTURE AND TYPE ONLY. THE CONTRACTOR IS NOT RELIEVED FROM FULL RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR FOR ERRORS OR OMISSIONS IN THE SHOP DRAWINGS BY THE ARCHITECT'S REVIEW AND APPROVAL OF SAID SHOP DRAWINGS. F) THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES, DIMENSIONS AND FOR COMPLIANCE WITH THE ARCHITECT'S DESIGN INTENT, AND FOR THE COORDINATION OF THE WORK WITH ALL TRADES. 28. APPROVALS: THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS AND SAMPLES IS FOR CONFORMANCE WITH DESIGN INTENT ONLY, APPROVAL OF A SPECIFIC ITEM DOES NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 29. QUALITY ASSURANCES: A) ALL WORK SHALL BE PERFORMED AND SUPERVISED BY WORKERS THOROUGHLY FAMILIAR WITH THE MATERIALS AND METHODS SPECIFIED. B) WORK SHALL BE INSTALLED PLUMB AND LEVEL. SHOULD EXISTING ADJACENT WORK NOT BE PLUMB AND LEVEL, NEW WORK SHALL BE INSTALLED AS NECESSARY TO MEET THE EXISTING WORK, WITHOUT APPEARING TO EMPHASIZE THE VARIANCE, SUBJECT TO THE APPROVAL OF THE ARCHITECT. 30. CHANGE ORDERS: DO NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH ADDITIONAL COMPENSATION IS EXPECTED WITHOUT A WRITTEN AUTHORIZATION FROM THE OWNER AND THE ARCHITECT. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE THE CLAIM FOR EXTRA COMPENSATION. 31. SECURING OF PREMISE'S: ERECT TEMPORARY, RIGID, DUSTPROOF, SOUND ATTENUATING BARRIERS TO MINIMIZE THE IMPACT OF DUST AND NOISE IN THE SPACES THAT ARE NOT INVOLVED IN CONSTRUCTION. SECURE THE PREMISES AND MATERIALS WITHIN THE CONSTRUCTION AREA FOR THE DURATION OF CONSTRUCTION UNTIL THE OWNER'S FINAL ACCEPTANCE. TAKE ALL NECESSARY PRECAUTIONS AT THE END OF EACH WORK DAY TO INSURE THAT UNAUTHORIZED PERSONS CANNOT ENTER THE JOB SITE. 32 PROTECTION DURING CONSTRUCTION: PROVIDE AND MAINTAIN ALL NECESSARY COVERINGS AND PROTECTION TO PREVENT DAMAGE, DISCOLORATION OR SOILINGOF BOTH EXISTING AND NEW CONSTRUCTION, FINISHES AND BUILDING ELEMENTS. SUCH PROTECTION SHALL BE MAINTAINED UNTIL THE OWNER'S FINAL ACCEPTANCE. UPON OWNER'S ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL PROTECTION AND CLEAN ALL EXPOSED SURFACES. 33. TEMPORARY UTILITIES: THE OWNER SHALL PROVIDE TEMPORARY ELECTRIC POWER AND WATER FOR REASONABLE USE BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF TEMPORARY UTILITIES FROM THE POINT OF ORIGIN PROVIDED BY THE OWNER. TEMPORARY HEAT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, 34. DELIVERIES: EACH CONITRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY AND TRANSFER OF EQUIPMENT AND MATERIALS TO THE JOB SITE. 35 CUTTING AND PATCHING: PERFORM ALL CUTTING AND PATCHING REQUIRED BY THE INSTALLATION OF NEW PLUMBING, PLUMBING FIXTURES AND CONNECTIONS, WIRING, ELECTRICAL AND TELEPHONE OUTLETS, SWITCHES, HEATING AND VENTILATION [ELEMENTS AND DEVICES TO PROVIDE A FINISHED PROJECT. A) MATERIALS USED IN CUTTTING AND PATCHING SHALL BE IDENTICAL TO ORIGINAL MATERIALS, UNLESS OTHERWISE NOTED. B) USE CUTTING METHODS LEAST LIKELY TO DAMAGE RETAINED ELEMENTS OR ADJOINING WORK. 12" MIN, 12" MIN. z NOTE: THE LIGHTLY SHADED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 6 ELEVATION AT TOILET -TYPICAL NTS 3 12 MIN. I ;1 / 42"MIN. NOTE: THE LIGHTLY SHADED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 5 ELEVATION AT TOILET -TYPICAL NTS 48" MIN, 6 GENERAL NOTES (cont.) C) LOCATE UTILITIES BEFORE CUTTING. CAP, VALVE, SEAL AND PLUG ABANDONED UTILITIES OR REMOVE ENTIRELY WHERE INDICATED ON THE DRAWINGS. D) PATCHING SHALL PROVIDE SOLID, TRUE AND ALIGNED SUBSTRATES FOR THE INSTALLATION OF FINISH MATERIALS, E) PATCHING SHALL SEAMLESSLY JOIN THE IMMEDIATE EXISTING ADJACENT CONSTRUCTION IN MATERIAL, FINISH, GLOSS AND COLOR, JOINTS SHALL BE DURABLE AND INVISIBLE. CREATE TRUE, EVEN PLANES WITH UNIFORM CONTINUOUS APPEARANCE. F) REPAINT ENTIRE ASSEMBLIES AND SURFACES, NOT JUST THE PATCHED AREAS. G) NO PENETRATIONS, CUTTING OR CHANNELING OF LOAD BEARING WALL IS ALLOWED. ALSO, NO WORK IS ALLOWED ON WALLS WHICH ENCLOSED FIREPLACE FLUES AND NO PENETRATIONS OR CUTTING OF TERRA COTTA ARCHES OR CEILING PANELS IS ALLOWED. 36, REMOVALS: MAINTAIN A CLEAN AND NEAT WORK SITE AT ALL TIMES, CLEAN UP AND REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS, CONTAINERS AND SALVAGES AS GENERATED BY THE CONSTRUCTION, DEMOLITION AND BY THE DELIVERY AND INSTALLATION OF WOODWORK, FURNITURE AND APPLIANCES, WHETHER PROVIDED UNDER THIS CONTRACT OR NOT, 37, FINAL CLEANUP: ALL SPACES MUST BE LEFT VACUUM—CLEAN AND ORDERLY, READY FOR OWNER OCCUPANCY, ALL SURFACES, INCLUDING COUNTERS, CABINET SHELVES AND TOPS, MANTLES, MOLDINGS, DOOR AND WINDOW HEADS, PLUMBING AND LIGHTING FIXTURES, APPLIANCES, HEATING AND AIR—CONDITIONING EQUIPMENT (INCLUDING RADIATORS, FIN—TUBE AND CONVECTORS) AND FLOORS SHALL BE THOROUGHLY DUSTED WITH A FREQUENTLY RINSED DAMP CLOTH. AFTER DUSTING ALL SURFACES, FLOORS SHALL BE VACUUMED USING ATTACHMENTS APPROPRIATE FOR THE FINISH. WINDOWS SHALL BE SCRAPED CLEAN WITH A RAZOR AND WASHED AND WIPED WITH VINEGAR AND NEWSPRINT. 38. PROJECT CLOSEOUT: UPON COMPLETION OF THE JOB THE CONTRACTOR SHALL SUBMIT ALL CERTIFICATES OF INSPECTION AND A CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA DOCUMENT G-704) TO THE ARCHITECT. UPON OWNER'S ACCEPTANCE, THE CONTRACTOR SHALL PERFORM A FINAL CLEANING. 39. COMPLETION: THE PROJECT SHALL BE CONSIDERED COMPLETE WHEN THE NYC BUILDING DEPARTMENT ISSUES A LETTER OF COMPLETION (CERTIFICATE OF OCCUPANCY) AND WHEN WORK ON THE ARCHITECTS PUNCH LIST HAS BEEN COMPLETED TO THE SATISFACTION OF THE ARCHITECT, 40. WARRANTY & GUARANTEE: A) THE CONTRACTOR GUARANTEES THAT WORK COMPLETED UNDER THIS CONTRACT IS FREE FROM FAULTY MATERIALS AND WORKMANSHIP, INCLUDING IMPROPER INSTALLATION. THIS GUARANTEE SHALL COVER A MINIMUM PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL BIND THE CONTRACTOR TO REPAIR OR REPLACE, PROMPTLY AND EFFICIENTLY, ANY AND ALL WORK AND MATERIALS FOUND TO BE DEFECTIVE DURING THIS PERIOD, INCLUDING OTHER WORK NOT PERFORMED UNDER THIS CONTRACT, THAT IS DAMAGED BY SUCH DEFICIENCY, B) NEITHER THE FINAL CERTIFICATE NOR THE FINAL PAYMENT, NOR ANY OTHER PROVISION IN THE CONTRACT, SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY DESCRIBED IN THIS SECTION. C) THIS WARRANTY IS IN ADDITION TO MANUFACTURER'S STANDARD WARRANTIES ON SPECIFIC PRODUCTS, MATERIALS AND ASSEMBLIES, D) IN THE EVENT THAT ADDITIONAL PROFESSIONAL SERVICES ARE REQUIRED TO VERIFY AND DIRECT REPAIRS OR REPLACEMENT OF WORK AS A DIRECT CONSEQUENCE OF THE FAILURE OF MATERIALS OR WORKMANSHIP GUARANTEED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF FEES FOR SUCH PROFESSIONAL SERVICES AND ANY OTHER FEES NECESSARY TO CORRECT THE WORK. z z � E N N m 6"' MAX 8"MIN. 7"MIN. 4 SECTION AT LAV -TYPICAL NTS NOTE: THE LIGHTLY SHADED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 3 ADA TUB NTS NOTE: THE UGHTLY SHADED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 2 ADA TUB 1 ADA TUB -CLEAR FLOOR SPACE NTS I NTS 552 Broadway 6th floor New York NY 10012 err i�<ii`"Il:,i s;,u t 212 925 9390 f 212 925 9391 w www helfandamh cum mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Huhart Road Southold, NY 11971 t 631.765.2954 f 631,814.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 / q;� `'pGT,9ET NCr„'O CCS olio ,F 47P OF NE �'' mw 10 JUNE 2005 BUILDING PERMIT SET TC amo 174" = 1'4" nlln ANSI DRAWINGS AND GENERAL NOTES A002 ZD M N NOTE: THE LIGHTLY SHADED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 3 ADA TUB NTS NOTE: THE UGHTLY SHADED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 2 ADA TUB 1 ADA TUB -CLEAR FLOOR SPACE NTS I NTS 552 Broadway 6th floor New York NY 10012 err i�<ii`"Il:,i s;,u t 212 925 9390 f 212 925 9391 w www helfandamh cum mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Huhart Road Southold, NY 11971 t 631.765.2954 f 631,814.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 / q;� `'pGT,9ET NCr„'O CCS olio ,F 47P OF NE �'' mw 10 JUNE 2005 BUILDING PERMIT SET TC amo 174" = 1'4" nlln ANSI DRAWINGS AND GENERAL NOTES A002 i MAIN ROAD (N.Y.S. RTE. 25) EXISTING TWO—STORY HOUSE AND ADDITION EXISTING EXTERIOR WOOD PORCH UNDER ROOF O EXISTING EXTERIOR DECK SALVAGE EXISTING I /' BLUESTONE PAVERS AND 'CrCJ J L� ❑ ❑ /i , i NEW EXTENED ONE—STORY REINSTALL FOR NEW LAYOUT CONDITIONED CORRIDOR AND t LINK TO NEW ADDITION i I O EXISTING ONE—STORY UNCONDITIONED SCREEN PORCH (BREEZEWAY) EXISTING POOL SITE PLAN GENERAL NOTES• / / I 1. MINIMUM SEPTIC TANK CAPACITIES FOR A ONE TO FOUR BEDROOM HOUSE IS PROPERTY LINE / , EXISTING TREES TO REMAIN, 1,000 GALLONS. EXISTING TREE TO TYP' BE RELOCATED O � �� � I ONE (1) TANK: 8'-0" LONG, 4'-3` WIDE, i/ '/ Y NEW EXTERIOR CONDENSING UNIT. 2, MINIMUM LEACHING SYSTEM FOR A ONE TO FOUR BEDROOM HOUSE IS 300 SQ.FT. / COORDINATE EXACT LOCATION W/ SIDE WALL AREA. MODIFENCEFFOR NEWGWOOD LAYOUT ARCHITECT. NEW TWO—STORY ADDITION TWO (2) POOLS: 3'-0" DEEP, 8'-0"0 / W/ 2 CAR GARAGE AND �j STORAGE ON GROUND (— — — -- J FLOOR AND GUEST SUITE EXISTING SHED TO L j / ON SECOND FLOOR PROPOSED EXPANSION POOL BE DEMOLISHED I —I / . PROPOSED SEPTIC TANK, LEACHING L — — — J— —I / POOLS, AND EXPANSION POOL. jj PROPOSED LEACHING POOL 2p.q^ COORDINATE EXACT W/ ARCHITECT. , GRADE GRAVIS DRIVEWAY TO NEW PROPOSED SEPTIC TANK I I � ELEVATION GARAGE SLAB EXISTING WOOD FENCE TO _ _ _ _ _ BE REINSTALLED AT NEW SITE PLAN GENERAL LEGEND: F VnJ ADOTIONALPFE FENCE AS REQ'D TO MATCH EXISTING I � NEW GRAVEL DRIVEWAY EXISTING STRUCTURE NEW ACCESS GATE NEW ONE—STORY STRUCTURE I w I i � NEW 1W0—STORY STRUCTURE I I II II I 552 Broadway 6th floor New York NY 10012 i t r'ai t 11 " r 1 212 925 9390 212 925 9391 w www helfandarch com mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631.765 2954 1631614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 S FRED ARC; �p�rJET MfIF•wO �Ci. d.m 10 JUNE 2005 BUILDING PERMIT SET G,nwnhY HN SITE PLAN �wAhO� A010 'v TL WINDOW 6,41, m � 1 /2 A211 z 3 / a \ iV 3 /I cis g 20 � 3 Azoo /\ 1 2 A220 A220 4'4" E LI LJ OPEN TO 1 BELOW \ I I I I I I I I I I I I I I I I I I I I I I I n V I I I I I L I I I 1 I 3 FAMILY ROOM I/ 3 201 \ I I\ 28 • E%1$z / 3 4'-0„ I � azoo _------- 4 _ Y ' COoI I �� II — IDO 1 CLOSET 3 / I 202 A 2 \ 7 I BATHROOM / 127 A211 Liv 5 A21161 2O5 9 I \ 26 f4 / 11 I BEDROOM \ F20-41 12A211 14 13 I j25 I 9 A400 OAP. � 22 23 4 2 A200 4'4" 6'-4" 6'-0" 4'-4" WINDOW WINDOW CE WINDOW 2 SECOND FLOOR CONSTRUCTION PLAN 1/4" = 1,-0„ 6 A200 44' WINDOW P-2" 13'4" MUD WINDOW ROOM E G 30 AUG E2- - _ _ $ ' ._ �� 'IEQ. 00108 E0. 3 D1 D e ECCOR IDORO. ONE—PIECE SOLID CL 4 3 BLUESTONE STEPS m ENTRANCE- `; CORRIDOR I I 100 SCREEN A221 PORCH A2�00 204 4 E G 3 32-- 67 A400 I z TYP. a w F_ — 2 I A221 m �Q-9- 9 A400 8 8 A400 4 OPP. A400 1'-fi^ A400 TMP. TYP. 4 O Tf rF 3 17 s $ 3 SPECIFICATION. -10" 2'-10` COORDINATE LOCATION STAIR HAL 101A A4 O O O 0 C.aj o 4 A221 18 I / LANDING F 200 I 4 � / m DN 101 \ m � 1 /2 A211 z 3 / a \ iV 3 /I cis g 20 � 3 Azoo /\ 1 2 A220 A220 4'4" E LI LJ OPEN TO 1 BELOW \ I I I I I I I I I I I I I I I I I I I I I I I n V I I I I I L I I I 1 I 3 FAMILY ROOM I/ 3 201 \ I I\ 28 • E%1$z / 3 4'-0„ I � azoo _------- 4 _ Y ' COoI I �� II — IDO 1 CLOSET 3 / I 202 A 2 \ 7 I BATHROOM / 127 A211 Liv 5 A21161 2O5 9 I \ 26 f4 / 11 I BEDROOM \ F20-41 12A211 14 13 I j25 I 9 A400 OAP. � 22 23 4 2 A200 4'4" 6'-4" 6'-0" 4'-4" WINDOW WINDOW CE WINDOW 2 SECOND FLOOR CONSTRUCTION PLAN 1/4" = 1,-0„ 6 A200 44' WINDOW P-2" 13'4" MUD WINDOW ROOM E G 30 AUG E2- - _ _ $ ' ._ �� 'IEQ. 00108 E0. 3 D1 D e ECCOR IDORO. ONE—PIECE SOLID CL 4 3 BLUESTONE STEPS m ENTRANCE- `; CORRIDOR I I 100 SCREEN A221 PORCH A2�00 204 4 E G 3 32-- 67 A400 I z TYP. a w F_ — 2 I A221 m �Q-9- 9 A400 8 8 A400 4 OPP. A400 1'-fi^ A400 TMP. TYP. 4 O Tf rF 9 STORAGE / POTTING SHED 103 5 TIT � � 9 0 0 o 0 A2,0 8 10 < A210 12 11 N Ai GARAGE N 102 a ter$ INSTALL EXT. COMPRESSOR AS PER MANUFACTURE'S s $ 3 SPECIFICATION. -10" 2'-10` COORDINATE LOCATION STAIR HAL 101A A4 O O O 0 a 3 A221 m 4 � DN 101 \ � A221 O II I 11D'Dvr' 4'-111 I I I 3 A210 14 �` A2 / D101 ! V I L I I o A3 I li li i i I UP m X m / A520 V-8" 7-10" 6 14'-7116"11 /\ I 1 9 STORAGE / POTTING SHED 103 5 TIT � � 9 0 0 o 0 A2,0 8 10 < A210 12 11 N Ai GARAGE N 102 a ter$ INSTALL EXT. COMPRESSOR AS PER MANUFACTURE'S s $ 3 SPECIFICATION. COORDINATE LOCATION r m m 3 "g 9i m PROVIDE ADDITIONAL KEEPER IMBEDDED IN CONCRETE TO HOLD DOOR SURFACE BOLT IN PLACE FOR GARAGE DOORS IN OPEN POSITION, TYP OF 4. 5 6 < 210 8 7 6,.0, 1 GROUND FLOOR CONSTRUCTION PLAN MODIFY EXISTING EXTERIOR WALL CONSTRUCTION AND FINISHES TO ALLOW SEAMLESS INTEGRATION WITH NEW ROOF ARCH AND EXPANPED ENT RANCE CORRIDOR, NP. z NEW FLOOR SUPPLY GRILLE o � �:A ONE— PIECE SOLID BLUESTONE STEPS CUSTOM STAINLESS SR. COUNTERTOP W/ INTEGRAL SINK, a BACKSPLASH, AND �$ DRAINBOARD EXISTING UNCONDITIONED SCREEN PORCH TO REMAIN. MODIFY ROOF STRUCTURE AS RED'D FOR EXPANSION. EXPANDED ONE—STORY UNCONDITIONED SCREEN PORCH AND LINK TO ADDITION. INTEGRATE ROOF STRUCTURE WITH EXISTING STRUCTURE. MODIFY EXISTING EXTERIOR WALL CONSTRUCTION AND FINISHES TO ALLOW SEAMLESS INTEGRATION WITH NEW ROOF PITCH AND EXPANPED ENTRANCE CORRIDOR, TYP, RAMP UP TO SLAB 27 3 A AT OPENING, TYP. � S v CONSTRUCTION GENERA_ NOTES: 1. ALL WINDOW AND DOOR JAMS LESS THAN 4'-0" FROM THE CORNER OF THE BUILDING SHALL BE FRAMED WITH SIMPSON STRONG—WALL SHEARWALL 2. DO NOT DISTURB EXISTING BUILDING STRUCTURES U.N.O., NP. 3 Cig CONSTRUCTION LEGEND v u EXISTING TO REMAIN NEW CONSTRUCTION SIMPSON "STRONG—WALL SHEARWALL" CONSTRUCTION. SEE CONSTRUCTION GENERAL NOTE 1. RAMP UP TO SLAB AT OPENING, TYP. LINE OF REINSTALLED WOOD FENCE NEW DOOR 552 BrhiI'd oadway 6th floor New York NY 10012 f.�h9' 11 11 rii ula ?ic, a 1 212 925 9390 f 212 925 9391 w www halfandarch cum mechanical consultant: XOLB MECHANICAL 1631,296.5527 structure) engineer, JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 �3 X3/.3 3 L q °° yr6366O 6 0� I SCHETMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Bro oklyn, NV 10201 G\SZERED ARCy" v, j Q V�.eEI HE(E FCS �r dr nai" tO JUNE 2005 BUILDING PERMIT SET e,.. ev TC eoy, ooe GROUND AND SECOND FLOOR CONSTRUCTION PLANS 16 -ID, A100 a ter$ INSTALL EXT. COMPRESSOR AS PER MANUFACTURE'S s $ 3 SPECIFICATION. COORDINATE LOCATION W/ ARCHITECT, TYP. m m 3 "g 9i m PROVIDE ADDITIONAL KEEPER IMBEDDED IN CONCRETE TO HOLD DOOR SURFACE BOLT IN PLACE FOR GARAGE DOORS IN OPEN POSITION, TYP OF 4. 5 6 < 210 8 7 6,.0, 1 GROUND FLOOR CONSTRUCTION PLAN MODIFY EXISTING EXTERIOR WALL CONSTRUCTION AND FINISHES TO ALLOW SEAMLESS INTEGRATION WITH NEW ROOF ARCH AND EXPANPED ENT RANCE CORRIDOR, NP. z NEW FLOOR SUPPLY GRILLE o � �:A ONE— PIECE SOLID BLUESTONE STEPS CUSTOM STAINLESS SR. COUNTERTOP W/ INTEGRAL SINK, a BACKSPLASH, AND �$ DRAINBOARD EXISTING UNCONDITIONED SCREEN PORCH TO REMAIN. MODIFY ROOF STRUCTURE AS RED'D FOR EXPANSION. EXPANDED ONE—STORY UNCONDITIONED SCREEN PORCH AND LINK TO ADDITION. INTEGRATE ROOF STRUCTURE WITH EXISTING STRUCTURE. MODIFY EXISTING EXTERIOR WALL CONSTRUCTION AND FINISHES TO ALLOW SEAMLESS INTEGRATION WITH NEW ROOF PITCH AND EXPANPED ENTRANCE CORRIDOR, TYP, RAMP UP TO SLAB 27 3 A AT OPENING, TYP. � S v CONSTRUCTION GENERA_ NOTES: 1. ALL WINDOW AND DOOR JAMS LESS THAN 4'-0" FROM THE CORNER OF THE BUILDING SHALL BE FRAMED WITH SIMPSON STRONG—WALL SHEARWALL 2. DO NOT DISTURB EXISTING BUILDING STRUCTURES U.N.O., NP. 3 Cig CONSTRUCTION LEGEND v u EXISTING TO REMAIN NEW CONSTRUCTION SIMPSON "STRONG—WALL SHEARWALL" CONSTRUCTION. SEE CONSTRUCTION GENERAL NOTE 1. RAMP UP TO SLAB AT OPENING, TYP. LINE OF REINSTALLED WOOD FENCE NEW DOOR 552 BrhiI'd oadway 6th floor New York NY 10012 f.�h9' 11 11 rii ula ?ic, a 1 212 925 9390 f 212 925 9391 w www halfandarch cum mechanical consultant: XOLB MECHANICAL 1631,296.5527 structure) engineer, JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 �3 X3/.3 3 L q °° yr6366O 6 0� I SCHETMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Bro oklyn, NV 10201 G\SZERED ARCy" v, j Q V�.eEI HE(E FCS �r dr nai" tO JUNE 2005 BUILDING PERMIT SET e,.. ev TC eoy, ooe GROUND AND SECOND FLOOR CONSTRUCTION PLANS 16 -ID, A100 I WINDOW q WINDOW Y WINDOW 2 SECOND 0' FLOOR CONSTRUCTION PLAN 1/4" = 1'— WINDOW 150 AMP ELECTRICAL SUB PANEL GROUND FLOOR CONSTRUCTION PLAN 1/4' = 1'-0' 9GFI vm T I� I`m�. :101210 DUPLEX RECEPTACLE SWITCH OUTLET (ALSO SEE RCP A110) DUPLEX RECEPTACLE WITH HOME RUNS BACK TO DEDICATED GFI TYPE BREAKERS TV CABLE OUTLET WALL—MOUNTED TELEPHONE/DATA OUTLET SECURITY DEVICES TIE IN TO EXISTING SYSTEM. COORDINATE W/ OWNER. 150 AMP ELECTRICAL SUB PANEL. SEE ELEVATIONS FOR MOUNTING HEIGHT. �u 7 C u TOP OF WOOD BASE,TYP. �—�®{� 0 4 OR % % GFI X TYP. MOUNTING HT. DIAGRAM 1/2' = 1'-0' 552 Broadway 6th floor New York NY 10012 A21 0 N 212 925 9390 212 925 9391 w www helfandarch cam mechanical consultant: KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schulman and Coca Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 G\SZEAEO ARCp�l 0� `PpGIAEIz O fns Y' y - P art OF NL '3 .tU. ono. 10 JUNE 2005 BUILDING PERMIT SET n.wnw TC mne 1/4" = 1'-0" mIn GROUND AND SECOND FLOOR POWER & COMMUNICATION PLANS m,mmnr A101 EQ. EQ, I ow LANDING 200 I I I I II II II I I I I I I I I DN I I I II II I I I I I I I I I I I I I I I I I I I I I II I II II II d u, FAMILY ROOM 201 0 w o S EQ EQ EQ. EQ. S CLOSET F202-1 BATHROOM CORRIDOR 205 EQ. EQ, 203 31-01V,LF. ,GFI 42' AFF Q. EQ. EQ. S EQ. w BEDROOM 204 0 0 o EQ. EQ, E Q. EQuS Y WINDOW 2 SECOND 0' FLOOR CONSTRUCTION PLAN 1/4" = 1'— WINDOW 150 AMP ELECTRICAL SUB PANEL GROUND FLOOR CONSTRUCTION PLAN 1/4' = 1'-0' 9GFI vm T I� I`m�. :101210 DUPLEX RECEPTACLE SWITCH OUTLET (ALSO SEE RCP A110) DUPLEX RECEPTACLE WITH HOME RUNS BACK TO DEDICATED GFI TYPE BREAKERS TV CABLE OUTLET WALL—MOUNTED TELEPHONE/DATA OUTLET SECURITY DEVICES TIE IN TO EXISTING SYSTEM. COORDINATE W/ OWNER. 150 AMP ELECTRICAL SUB PANEL. SEE ELEVATIONS FOR MOUNTING HEIGHT. �u 7 C u TOP OF WOOD BASE,TYP. �—�®{� 0 4 OR % % GFI X TYP. MOUNTING HT. DIAGRAM 1/2' = 1'-0' 552 Broadway 6th floor New York NY 10012 A21 0 N 212 925 9390 212 925 9391 w www helfandarch cam mechanical consultant: KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schulman and Coca Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 G\SZEAEO ARCp�l 0� `PpGIAEIz O fns Y' y - P art OF NL '3 .tU. ono. 10 JUNE 2005 BUILDING PERMIT SET n.wnw TC mne 1/4" = 1'-0" mIn GROUND AND SECOND FLOOR POWER & COMMUNICATION PLANS m,mmnr A101 FLUSH WD. LANDING TREAD TO MATCH WD. FLOORING, TYP. h sm1 )/gg x/N LANDING II 200 +7'-1 5/16" AFF li ON I I I I I li I I I I I I I I I I I I I I II FAMILY ROOM F2_0 1 +7'—'16' 16' AFF (+59.43'f 0 CLOSET F2021 BATHROOM 205 +7'-1 � 5/16 (+59.0 CORRIDOR 203 7'-1 5 16" AFF aoo BEDROOM 204 +7'-1 5 16" (+59.43' AFF 2 SECOND FLOOR CONSTRUCTION PLAN SOLID ONE—PIECE BLUESTONE STEPS, TYP. 3/4" THK. ONE PIECE STONE TREAD AND LANDING TREAD TO MATCH STONE FLOOR TILE, TYP. GROUND 1'-0" FLOOR CONSTRUCTION PLAN 1 1/4" = ;E• WIDE PLANK WOOD FLOORING (4" TO 16" RANDOM WIDTH) E] STONE FLOOR TILE CONCRETE SLAB ON GRADE W/ SEALER 552 Broadway 8th floor New York NY 10012 1'a 814i`'I 17V 1,1f Ili 4 ll 4 of b, 212 925 9390 212 925 9391 IN www helfandarch com mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hoban Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schatman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �\SSEAED ARCylj. '0.El HE, 14 0 f M� o O1 9IS F OFPE`II ono 10 JUNE 2005 BUILDING PERMIT SET tl,aw�hy TC 1I4" = 1'-0,. Lilo, GROUND AND SECOND FLOOR FINISH PLANS A102 B—VENT W/ RAIN CAP FOR GAS FURNACE BELOW. COORDINATE LOCATION W/ ARCHITECT. GAS FURNACE AND EVAPORATOR COIL UNIT BELOW 2 ROOF PLAN 1/4" = 1,_O„ PER )UTS mi a m uumitK, irr. —1 GRADE GRADI 1 FOUNDATION PLAN 1/4" = 1'-0" X 12" % PIER W/ 12" P.C. IMS ■ SLAB WITH 6 X6 tESH AND MOISTURE W. PROVIDE MIN, 6" ;OIL BELOW. AT WALL OPENING AT )E CRETE 3) #4 TINOUS; NOTING TO BE GRADE, TYP. FOUNDATION CONTINOUS TYP. DON WALL DOOR FOUNDATION GENERAL NO 1. CONTRACTOR SHALL VERIFY THAT THE SOIL BEARING STRENGTH UNDER THE FOOTINGS ARE 3000 LBS/SF; IF FOUND TO BE OTHERWISE THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2. All FOOTINGS AND SLABS SHALL REST ON UNDISTURBED SOIL iF SOIL IS DISTURBED CONTRACTOR SHALL COMPACT IN 6" LAYERS TO 95% PROTOR DENSITY. 552 Broadway 6th floor New York NY 10012 r s4'p u!, b!j "SJ"J i rF, t 212 925 9390 1 212 925 9391 W www helfanduch cam mechanical consultant; KOLB MECHANICAL 1631,298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schotman and Coco Klm 160 Henry Street, Apt, 9A Brooklyn, NY 10201 G\SZEAED ARCyAl 0� ImETHE(�,N FCI O t„ fir. E OF NES J eno. 10 JUNE 2005 BUILDING PERMIT SET d. nh' TC 1/4" = 1n0" WI. FOUNDATION PLAN AND ROOF PLAN X�' A103 M e ONE (1) 11-7/8' MICROLAM STAIR HEADER BEAM. PROVIDE JOIST HANGER AS REQ'D, BLOCK TJI PER MANUFACTURER'S SPECIFICATIONS, TYP. 2 SECOND FLOOR FRAMING PLAN 1/4 1111IMk 1 GROUND FLOOR FRAMING PLAN 1/4' = 1'-0' EXISTING (2) 2 X 10 CCA FLUSH PROVIDE 1/2" CDX CONT. PLYWOOD TO SEAL OFF UNDERSIDE OF EXISTING FLOOR JOISTS FOR FLOOR INSULATION AT CRAWL SPACE, TYP. EXISTING 2 X 10 CCA ® 16" O.C. EXISTING (2) 2 X 10 CCA FLUSH EXISTING 2 X 10 CCA ® 16' O.C. EXISTING (3) 2 X 10 CCA FLUSH EXISTING (2) 2 X 10 CCA FLUSH 552 Broadway 6th floor New York NY 10012 rl� hr' 212 925 9390 212 925 9391 w www hanandamh cam mechanical consultant KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHETMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 ��\SZEREO ggOylF Q. pH,�0.Ei"E4,, C'f H fr t9 9 i tltlH' 10 JUNE 2005 BUILDING PERMIT SET nrnwney TC' 1/4" = 11-0.11 H, ime FRAMING PLANSI A104 A DBUL. 2 X 6 COLLAR TIES 0 iALTERNATE ROOF RAFFTERS 1/3 UP FROM T.OI TOP PLATE 3 1X 10 ROOF RAFTERS 0 321" OA., TYP. NEW EXTERIOR POST FIXTURE TO REPLACE EXISTING FIXTURE F•� AT SAME LOCATION ---may REPLACE EXISTING WALL SCONCES AT EXISTING SCREEN PORCH W/ NEW FIXTURES TO MATCH ENTRANCE HALL 100. RELOCATE AND REINSTALL EXISTING FIXTURES AT GARAGE 102 AND STORAGE/POTTING SHED 103. EXISTING 4 X 10 RIDGE BEAM TO REMAIN NEW 2 X 8 ROOF RAFTER 0 16" O.C. TO CONNECT TO EXISTING RIDGE BEAM REFLECTED CEILING PLAN GENERAL NOTES• 1. PROVIDE ADDITIONAL WD. BLOCKINGS AS REDID FOR ALL WALL OR COILING MOUNTED FIXTURE LOCATIONS, TYP. 2. ALL DIMMER AND 3 -WAY DIMMER SWTICHES TO BE ARIADNI SERIES BY LUTRON OR APPROVED EQUAL. REFLECTED CEILING PIAN LEGEND: . ® EXHAUST GRILLE a •STORAGE / 1�s- CO CARBON MONOXIDE (CO) DETECTOR _POTTING SHED. - FAMILY ROOM W$ 2o EX]�- O SMOKE DETECTOR x FIXRIRE S 10 �i • T N 201 3n ,o a' ;AP] ACCESS PANEL +8'-0' AFF TO SWITCH +FIN, CLO. I, - HVAC RETURN 1� \ OUTLET b COORDINATE ACCESS DOOR GRIL 6 �' "� OUTLEF WS2 EQ., EQ.. 1 DIMENSION W/ MANUFACTURER'S EQ. EQoo'v WS o HVAC WALL SUPPLY 0 SPECIFICATIONS To �I ITCH ° BATHROOM nn o EQ, 202 EQ. TLeT TO r -°� 205 PTD. GWB CLO. OR SOFFIT ' I PI2.I WRC, a wct °—U 3L3' STAINED EXPOSED WD. PROVIDE ADDTIONAL SUPPORTS L RCP LIGHTING LEGEND: ABV. CLO. AS REO'D FOR MECH. d +B'-0` AF l` d' EQ. EQ. w EQUIPEMENT AS PER FIN. CCG pp CORRI CIO . MANUFACTURE SPECIFICATIONS WS3 WS3 FIXTURE W62W$2. FIXTURE $ LIGHT SWITCH ,' �, � ' EQ. ED. COORDINATE SWITCH_ � $3 3 -WAY SWITCH LOCATION S W/ FURNITURE TO ao OUTLET CH EQEQ' MI GARAGE 102 ° DIMMER SWITCH 4 OUTLET WS4 GRI AFF F1N.�CLG - 3 -WAY DIMMER SWITCH W EJ. wT TIMER SWITCH D' a BEDROOM - rL 2w- WS2 -FIXTURE SWITCH OUTLET BED 204 FIXTURE WS u - ° o J $4 4 -WAY SWITCH W74 — � � � - � � � �L1 (PLT) DECORATIVE PENDANT d ICE �L2 (PL2) DECORATIVE PENDANT T '(d PLATE rya �L3 (PL]) DECORATIVE PENDANT ,X1 - - - X1 QWS1 (WSI) SURFACE MTD. DECORATIVE WALLSCONCE 5112" Q Q _ Q Q 5112" -@W52 (WS2) SURFACE MTD. UTILITY WALLSCONCE RELOCATED FROM EXISTING SCREEN PORCH. PROVIDE ADDITIONAL FIXTURES TO MATCH EXISTING. 0 WS3 (WS3) SURFACE MTD. DECORATIVE WALLSCONCE �WS4 (WI SURFACE MTD. SWING ARM WALLSCONCE s �EX1 (EXT) SURFACE MTD. DECORATIVE EXTERIOR WALLSCONCE 2 SECOND FLOOR CONSTRUCTION PLAN 1/4• = 1'-0• 1GROU1/4" = ND FLOOR CONSTRUCTION PLAN 1'-0" P (EX2) EXTERIOR POST LIGHT mechanical consultant: KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 [631765,2954 f 631,614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �Z,,RZO ARC- R� �'aVppEIHE[E4H 0 Jae 10 JUNE 2005 BUILDING PERMIT SET W.",, TC 1/4" = V GROUND AND SECOND FLOOR REFLECTED CEILING PLANS A110 552 Broadway 6th floor Newyork NY 10012 i •�1 J ZS � � n `-� rr 1, uV 212 925 9390 f 212 925 9391 IN VIM helfandamh com mechanical consultant: KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 [631765,2954 f 631,614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �Z,,RZO ARC- R� �'aVppEIHE[E4H 0 Jae 10 JUNE 2005 BUILDING PERMIT SET W.",, TC 1/4" = V GROUND AND SECOND FLOOR REFLECTED CEILING PLANS A110 N EXTERIOR WALL SCONCE, TYP. cnarIun 1_crnW FMSTING 7—STORY 4 NORTH ELEVATION 1/8- = 1' -0 - FXISTINf, 1—STORY Iaa�,�r,Trs�aaca:rte 2 NORTH ELEVATION 1/8" = 1'-0" 3 EAST 1 /8" _ 6 SOUTH ELEVATION 1/8" = 1'-0" EXISTING 2—STORY MAIN HOUSE BEYOND EXISTING 1—STORY MUD ROOM NEW EXfTENDED ONE—STORY UNCONDITIONED SCREEN PORCH (BREEZIEWAY) AND UNK TO NEW ADDITIOIN ise 5 SOUTH ELEVATION 1/8. = 1'-o° NEW FRONT FACADE OF EXTENED ONE—STORY UNCONDITIONED SCREEN PORCH (BREEZEWAY) AND LINK TO NEW ADDITION EXISTING 1—STORY UNCONDITIONED SCREEN PORCH NEW EXTENDED ONE—STORY UNCONDITIONED SCREEN PORCH (BREEZEWAY) AND LINK TO NEW ADDITION NEW TWO—STORY ADDITION W/ 2—CAR GARAGE ON GROUND LEVEL AND GUEST SUITE ON 2ND FLOOR ® ® Ell ®® ® HIP --- ------------------------------ NEW TWO—fSTORY ADDITION W/ 2—CAR GARAGE ON GROUND LEVEL AND GUESTT SUITE ON 2ND FLOOR �:I:G TNG N:G G:N MEN —7 N.N • N r ��� iii I t----------- 1 WEST ELEVATIO 1 /B" = 1'-0" II I 552 Broadway 6th floor New York NY 10012 tiI t 212 925 9390 I 212 925 9391 Is www helfandarch cam mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631.765.2954 f 631.614 3516 SCHUMAN KIM RESIDENCE Richard Eshelman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �\StERED Ap H �tl" pGepEi NF<F �d P i �eF1:ft�ic nsa 10 JUNE 2005 BUILDING PERMIT SET tlnwnhy TC 1I8" = 150 Yhc EXTERIOR ELEVATIONS A200 14E. ELEVATION 1/4' = 1'-0" 8 E. ELEVATION 1/4' = 1'-0' +7'-4 5 8" FlN. CLG. FIN. FLA. W. ELEVATION 1 3 1/4' = 1'-0' +7'-4 5 8' R. CLG. FIN. FLR, WD. SCREEN DOOR W/ EXTERIOR SLIDING DOOR +7'-8 5 8" FlN. CLG. 'EHIHH° QEIEI I I I I I I I I Broadway 6th floor WD. EMRNACE WD. DBL. HUNG PTD., TlP, ❑❑ �� ❑❑❑ NY 10012 4 It' DOOR W/ ❑❑❑ ❑❑❑ 0 ER 12E. ELEVATION 1/4' =1'-0' + SLAB. H.P. STORAGE SHELVES, N.I.C. UTILITY WALL SCONCE (WS2) I I I IF I I I I I I I I I I I I Broadway 11N. ELEVATION 1/4' = 1'-0" +7'-8 5 8' FIN. CLG. SAB. H.P. WD. BOARD AND BATTEN DOOR, PTD., TYP. 1E. ELEVATION 1/4!' = 1'-0' UTILITY WALL SCONCES (WS2) +7'-8 5 8" FlN. CLG. + SLAB. H.P. CUSTOM STAINLESS STEEL COUNTERTOP W/ INTEGRAL SINK, BACKSPLASH AND DRAIN BOARD WALL MTD. PRE -RINSE UNIT W/ SWIVEL SPOUT BY KWC (MODEL #K.24.42.74.000C21) WALL MTD. STAINLESS STEEL OVERHEAD SHELVES TO MATCH SINK BELOW 9 N. ELEVATION 1/4' = 1'-0' WD. DBL. HUNG WINDOWS, PTD., TYP. +7'-8 5 8" FIN. CLG. + SLAB. H.P. +7 FlN. CLG. +7 FIN. CLG. +7 FlN. UG, �❑❑�❑ ❑ ❑ FIXTURE�l °❑❑ o0o ❑❑❑ ❑❑❑ ❑❑❑ , ❑❑❑❑C FIXTURE L ❑❑❑ ❑❑❑ oo ❑❑❑❑❑❑ ❑❑❑ ❑❑CI CI❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑C +D -D" +D -D' IL SLAB H.P. SLAB H.P. 0 o p'_q" -p'-4' - o 0'-4' S P SLAB L , SLAB LP, LAB L . 3 S. ELEVATION 1/4' = 1,_0„ DBL IN—SWING FRENCH DOORS W/ SIDE LTTES BOTH SIDES H.P.�+1 . FIN.I. CLG. +8'-11 3 B" L.P. FIN.. CLG. INSW'INIIG FRENCH DOOR, PTD. *0-0' FlNI. FLR. Y 7 S. ELEVATION /4" = 1'-0' 5 N. ELEVATION 1/4' = 1'-0" DECORATIVE WALL SCONCE (WSI) 6W. ELEVATION 1/4" = V -0 - EXTEND EXISTING WALL TO UNDERSIDE OF NEW ROOF DESCKING REPLACE EXISTING EXTERIOR FINISHES TO MATCH EXISTING PORCH INTERORS, TYP. +10'-6' H.P. FIN. G. Y +74 FlN. CLG. L.P. FIN. CLG. SLAB. H.P. PTD. W.R. GWB 2 X 8 ROOF JOISTS, 4E. ELEVATION 1/4" = 1'-0" FOE i ro MORIN 16' O.C., PTD. ABV. FIN. CLG. j +8'-11 3 8' L.P. FIN. CLG. °❑°❑°❑ 552 Broadway 6th floor WD. EMRNACE WD. DBL. HUNG PTD., TlP, ❑❑ �� ❑❑❑ NY 10012 4 It' DOOR W/ ❑❑❑ ❑❑❑ d 91 ER r;+I' TRANSOM, PTD. t 212 925 9390 I 212 925 9391 Is www helfandarch com q OUTLET 0 WD. - BASE, TYP. o _ +0-0' ,1. 2N. ELEVATION 1/4' = 1'-0' FIN. FUR 1 N. ELEVATION 1/4' = 1'-0' - PTD. WD. BASE, TYP. FIN. FLIT. EXISTING WD. AND GLASS DOOR TO MUD ROOM +8'-11 3/8' H.P. FIN. C G +T-9 7 88' L.P. FIN. CLG. FIN. FLIT. mechanical consultant: KOLB MECHANICAL t 631.296.5527 structural engineer. JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt, 9A Brooklyn, NY 10201 ��\StE0.E0 qp�H if Q, P0.G1.0.Ei HE, O! H �.y r� OF HEW � eao 10 JUNE 2005 BUILDING PERMIT SET u..0' TC Ramo 1/4" =1'-O" INTERIOR ELEVATIONS rumMr A210 552 Broadway 6th floor New York NY 10012 4 It' r;+I' t 212 925 9390 I 212 925 9391 Is www helfandarch com mechanical consultant: KOLB MECHANICAL t 631.296.5527 structural engineer. JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt, 9A Brooklyn, NY 10201 ��\StE0.E0 qp�H if Q, P0.G1.0.Ei HE, O! H �.y r� OF HEW � eao 10 JUNE 2005 BUILDING PERMIT SET u..0' TC Ramo 1/4" =1'-O" INTERIOR ELEVATIONS rumMr A210 r ■■ 1 11 ■■■ II 1■■ H '■■ II 14 E. 4.ELEVATION 10 E. ELEVATION 1/4" = r-0" +12'-9 1 2" H.P. CLG. 14'-87 8' H.P. CLG. +8'-0 L.P. CLG14'. 8' . +12'-9 1 2" H.P. CLG. 13 S. ELEVATION 1/4"" +12'-9 1/2" H.P. CLG. H H I GAS FURNACE AND —IJ a Ih EVAPORATOR COIL UNIT � ll I tlh I +8'-0 L.P. CLG. 11■■■II H.P. CLG. L.P. CLG. PENDANT I DECORATIVE WALL 8' I ■■■ 1 L.P. CLG. I +B'—O 7 B" LL L.P. CLG. FIXTURE (PL2) r ❑❑ F ❑❑� DETECTOR - PTD. WD. SHELF 4 rr +12'-9 1/2" H.P. CLG. H H I GAS FURNACE AND —IJ a Ih EVAPORATOR COIL UNIT � ll I tlh I +8'-0 L.P. CLG. 7 8" H.P. CLG. L.P. CLG. PENDANT I DECORATIVE WALL 8' SCONCE (WSI) EXPOSED ROOF 1 L.P. CLG. WALL MTD. +B'—O 7 B" LL L.P. CLG. FIXTURE (PL2) r ❑❑ F ❑❑� DETECTOR - PTD. WD. SHELF 4 rr - HANGING ROD W/ OUTLET AT WD. °❑°❑❑0 L j°"LL SUPPORT 212 J BASE, FlN. FLR. 9390 FM OFIR. 1 ;TYP, FIN�FLR. 0. 9391 w 0 www FI 9 S. ELEVATION 1/4' = r-0" WA1 GI 4 W. ELEVATION C� 1/4„ _ 1,_0" 3 S. ELEVATION 1/4' = 1'-0" —8 7/8 H.P. CLG. I'-0 7 8" L.P. CLG. PTD. WD. BASE, TYP. +0-0" FI +14'-8 7 8' H.P. CLG. +8'-0 7 8' L.P. CLG, Y FIN. FLR. 7N. ELEVATION 1/4' = l' -O' 12W. ELEVATION ,/4. +12'-9 1 2" 7 8" H.P. CLG. CLG. I DECORATIVE WALL I 8 I ❑0� SCONCE (WSI) EXPOSED ROOF DECKING, PTD., TYP. +8J'-0 WALL MTD. +B'—O 7 B" CARBON L.P. CLG. MONOXIDE Mom DETECTOR - PTD. WD. SHELF L - HANGING ROD W/ J END AND CENTER j°"LL SUPPORT 212 J 925 FlN. FLR. 9390 +14'-8 7 8" H.P. CLG. I WALL SUP I 8 I ❑0� GRILLE, 1 EXPOSED ROOF DECKING, PTD., TYP. +8J'-0 7 8' . CLG. SWING ARM WALL SCONCE. COORDINATE LOCATION W/ FURNITURE, TYP. COORDINATE SWITCH LOCATION W/ FURNITURE, TYP. +0-0" 'L FIN. FLR. +14'—If 7 r8' F----ilr ____ - ____ ii H.P. CLG. ____ �Iflr 11 I1 11 +13'-8 7/!B - U u ul L . CII.G. 6 E. ELEVATION +14'-8 7 B" H.P. CLG. F°❑°❑°❑ II I I I F FM I ❑ZI I F I 8 I ❑0� New York 11■■ � I II I Mom I L °❑°°❑c J L LJ j°"LL L 212 J 925 9390 OEM 1 212 925 9391 w 0 www 0 cam 2 W. ELEVATION 1/4" = 1'-0' [XPOSED ROOF NECKING, PTD., TYP. L.P. CLG. )ECORATIVE WALL SCONCE (WS1) M). DBL HUNG MNDOWS W/ ALT. PTD. M). SHUTTERS, TYP. Fig. FLR. Y 1 N. ELEVATION 1/4" = 1'-0" GAS FURNACE AND EVAPORATOR COIL UNIT +B'-10" FI 4 - FIN. FU -R. N 11 I II I U � I n n u � u 5W. ELEVATION /4' _ 1'-0" +14'-8 7 8' H.10 P. CLG. +13'-2 7 8' P. CLG. — PTD. DBL. COLLAR TIES, TYP. + FlN. CLG. PTD. WD. BASE, TYP. FIN. FLR. DBL COLLAR TIE BEAMS EVERY OTHER RR., PTD., TYP. +14'—B 7 8" H.P. CLG. +8'-0 7 8" L.P. CLG. +0-0-0' FIN. FLR. Y 4N. ELEVATION 1/4" = 1'-0' +14'-8 7 8" H.P. CLG. +8'-0 7 8" L.P. CLG. 1 N. ELEVATION 1/4' = 1'-0" +14'-8 7 8" H.P. CLG. + FIN. CLG. 11■■■II Broadway 6th floor EMEN New York 11■■ Mom gtr MV, 212 0 925 9390 OEM 1 212 925 9391 w www heliandamh cam mechanical consultant: KOLB MECHANICAL t 631,298,5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hodad Road Southold, NY 11971 1631765.2954 1631.614.3516 IM MI NONE 1 N. ELEVATION 1/4' = 1'-0" +14'-8 7 8" H.P. CLG. + FIN. CLG. SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Bmoklyn, NY 10201 n.m, 10 JUNE 2005 BUILDING PERMIT SET tlownhy TC foto 1/4" = 1'-0" ma INTERIOR ELEVATIONS OYmbOf A211 552 Broadway 6th floor New York NY 10012 gtr MV, 212 925 9390 1 212 925 9391 w www heliandamh cam mechanical consultant: KOLB MECHANICAL t 631,298,5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hodad Road Southold, NY 11971 1631765.2954 1631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Bmoklyn, NY 10201 n.m, 10 JUNE 2005 BUILDING PERMIT SET tlownhy TC foto 1/4" = 1'-0" ma INTERIOR ELEVATIONS OYmbOf A211 D I 'ul - - - -- - - -- - - -BUILT—IN BOOKCASE FRENCH DOOR W/ EXTERIOR SCREEN DOOR °°❑oo dor°❑ O°❑❑° I —I---- -. - __ — L LI - U - LI U - - U 79 FF A520 I °❑�� � L 000 OPP. I I LILL I i I I A500 — � A500 — DPP,2 LONGITUDINAL SECTION cIM 1/4" _ 1'-0" 5 I f500 _J OPP. Fool F oolJ =1 F °❑°❑ � A520 1= C ❑❑❑ —JL L L❑❑❑ I L � I I +27-4 1 8" AFF HIGH RIDGE +74.66 +18'-8 1 8" AFF MEAN ELEVATION +71.00 A300 - - - +14'-8' AFF -- -- - - -- - EAVE +66.99 =1 F =1❑❑❑ F ❑❑❑ 7 'E]7' ❑❑❑ , ' ❑❑I❑ ❑❑❑� F ❑❑❑ I I I I I I I I RED I _ _ _ +7'-1 5 16" AFF I 2ND FLR. HN. FLR. +59.43 I L 4 ❑❑ ❑❑❑ SIM. FIN. FLR. +52.32 -1'-2" BFF T.O. WALL FTG. +51.15 -1'-9 1 6' BFF I 4 I —1'-9 7 ' BFF 8 I m I GRADE H.P. +50.49 -2'-11 16" BFF �-- - - A500 SLAB L.P. +50.23 -2'-5" BFF SIM. GRADE LP. +49.9 PTD. WD. ROOF T&C DECKING DBL. HUNG WINDOWS W/ ALT. PTD. WD. SHUTTERS DBL. HUNG WD. WINDOWS o� o o00 o00 +22'-4 1 8 AFF HIGH RIDGE +74.66 +18'-8 1 8' AFF MEAN ELEVATION +71.00 } +14'-8" AFF EAVE +66.99 +T-1 5% 16" AFF 2ND FLR. W.FLR. +59.43 EV ❑❑ ❑❑❑ �. ❑❑❑ L ❑❑❑ �. n z ❑❑❑❑❑❑ ❑❑❑ ❑❑ ❑❑❑ nyy❑❑ _ ❑❑❑ oALIGN ❑❑❑ Imo❑❑ ❑❑❑El ii ❑ FIN. F -R. +52.32 UR IL L - - ~ _ _ - - - - - - — -_ - -- T.O. WALL FTG. +51.i15)� - - -� ,'-s , FF — o = — — -- --- — = = I'- a-- — --- --- —-- --- -t- —1'-9 7 B' BFF I § I I I I GRADE H.P. +50.49 I m l I I I -7-1 1 i6' BFF A500 - -j - A500 - P500 SLAB L,P. +50.23 —z'-5" BFF SIN, 1 LONGITUDINAL SECTION 91M SIM. GRADE LP. +49.9 552 Broadway 6th floor Newyork NY 10012 212 925 9390 f 212 925 9391 w www heifandaroh cam mechanical consultant: KOLB MECHANICAL t 631,296.5527 structural engineer, JOSEPH EISCHETTI, PE 1725 Hohart Road Southold, NY 11971 t 631765 2954 1631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coca Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �\S1F.AED ARC A,�l �� �PFap0.Ei nF(F� �Cf �A' O 10 JUNE 2005 BUILDING PERMIT SET dmwnuy, TC wao 1111. BUILDING SECTIONS numba. A220 SHINGLE RIDGE., TYP. +22'-4 1 8" AFF -- -- 12 12 12 HIGH RIDGE � +74,66 3"X10" ROOF RAFTERS 8 .12B 8 r 8 0 32" O.C., TYP. ci DBL. 2"X8" COLLAR TIES AT — 7 s: '� 7 - EVERYOTHERRR, TYP. - - - - - - - - - - - - - - - - - - - - - -- - - _ +ig'-8 1 8" AFF ,L -- - - - -4520 -4520 MEAN ELEVATION (+71.00')- OPP. +71.00 OPP. i I I I+14,_B„ AFF I EAVE +66.99 - - A405 F- ❑❑❑ , F- ❑❑❑ , F- ❑❑❑ 1L A405 F ❑❑❑ : F ❑❑❑ 9 ❑❑❑ :1 OPP. WD. WALL PANEIJNG, L -i L ❑�� -i IL ❑�� J RANDOM WIDTHS, TYP. - 11-7/8'-' MICROLAMI 7 1 6" -4 STAIR HEADER BEAM BOARD AND BATTERN .+N.'-FL5 +59 DOORS, TYP, _ -4500 -4500 _l ❑❑❑ 6° - OPP ❑❑ 000a o ❑❑❑ 00 - RN. F -R. +52.32 4-2" BFF T.O. WALL FFG . +51.15 --- - --- - - - - - - --- - - - - - --- - - - - - -- 6 BFF -- I I g I I I I B A.520 I I I I A520 I I GRADE H.P. +50,49 -2'-1 1 ' BFF A50D A500 — _ A500 -4500 — OPP. _. 16 SL49 L.P. +50.23 0pp,4 TRANSVERSE SECTION DPP. 3 TRANSVERSE SECTION -2'-5" BF "-�- GRADE L.P. +49.9 1/4" = 1'-0" 1/4" = 1'-0" 2"X8" ROOF RAFTERS, 16" D.C. 2"X8" ROOF RAFTERS, 16" O.C. I I I I^ = I I I 5 SIM. A50D _ J � _ -4500 2 TRANSVERSE SECTION 1/4" = 1,-0" 2"XS" ROOF RAFTERS, - - - -- -- - 16" O.C. - - EXISTING 4"X10" ROOF RIDGE EXISTING 2"X8" ROOF - - RAFTERS, 16" O.C. +22'-4 1 8" AFF HIGH RIDGE +74.66 +18'-8 1 8" AFF MEAN ELEVATION +71.00 - - -- - - - - - - - -- - - - - - - - +14'-B„ AFF EAVE +66.99 AFF ❑❑❑❑°❑ -+13'-9" HIGH RIDGE +66.07 ❑❑❑ �❑❑❑❑ ❑❑ ❑❑❑ ❑❑❑ +10'-4 1 A" AFF ❑❑ LOW RIDGE +62.67 +9'-5 1 4" AFF HIGH RIDGE +61.76 Ta +7'-B 1 2' AFF - LOW RIDGE +60.03 I I I I I I I i I I I I A500 _ --% �- - A500 1 TRANSVERSE SECTION 1/4" = 1,-0„ +0'-0" FIN. FLR. +52.32 -1'-2" BFF T,O. WALL FTG. +51.15 1'-9-748" BFF 552 Broadway 6th floor New York NY 10012 rA eii 4 3 ', 11 �,1�iD.,Q i I' 1 212 925 9390 212 925 9391 IN www helfandarch cam mechanlcal consultant: KOLB MECHANICAL t 631.298.5527 structural engineer' JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f631 614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coca Kim 160 Henry Street, Apt 9A Brooklyn, NY 10201 G\SYEREO ABCy�r �4' �PR,GRREI Net,,hO O 2 .y7F OF PIPS V� aao 10 JUNE 2005 BUILDING PERMIT SET day N TC 1/41, = 11-01' AW BUILDING SECTIONS ".bo, A221 ROBE HOOK TOWEL BAR +13'-1 1/2' 1J W. ELEVATION - BATHROOM 202 1/2' = 1'-0' FREESTANDING TUB W/ SHIOWER CONVVERTER +13'-1 1/2" J. H.P. CLG. 4 N. ELEVATION - BATHROOM 202 1/2' = V-0" L.P. CLG. TOILET ROLL HOLDER WATER CLOSET FIN. FUR. 'F FIXTURE & FITTING SCHEDULE EQUIPMENT QTY. MANUFACTURER MODEL $ COLOR/FINISHT REMARKS BATHROOM 205 SINK (1) WATERWORKS EXPL 47—K WHITE EXETER PEDESTAL LAVATORY SINK FAUCET (1) WATERWORKS ETLS 42 NICKEL EMILE LOW PROFILE LAVATORY FAUCET STOP VALVES (1) WATERWORKS FDMS 34 NICKEL LAVATORY SUPPLY KIT SINK TRAP (1) WATERWORKS FDMS 45 NICKEL P—TRAP KIT WC (1) WATERWORKS EXWA 40—K WHITE EXETER 2—PIECE ELONGATED W/ NICKEL TRIP LEVER TOILET SEAT (1) WATERWORKS FDWC 46 BEECH LOW (GLOSS ELONGATED WOOD SEAT W/ NICKEL HINGES & HANDLES STOP VALVE (1) WATERWORKS FDMS 33 NICKEL TOILET SUPPLY KR TOILET ROLL HOLDER (1) WATERWORKS ETPH 37 NICKEL ETOILE PAPER HOLDER BATHTUB (1) RESTORATION HARDWARE 23610021 NICK PROCELAIN DON CAST IRON PALAIS PEDESTAL SOAKING TUB W/ SHOWER CONVERTER TOWEL BAR (1) WATERWORKS ETTB 30 NICKEL EMILE 30' CRYSTAL TOWEL BAR ROBE HOOK (1) WATERWORKS ETRH 63 NICKEL ETOILE LARGE DOUBLE ROBE HOOK X FIXTURE SCHEDULE - BATHROOM NO SCALE +13'-1 1 2' H.P. CLG. IF 3 E. ELEVATION - BATHROOM 202 1/2. = ,,-0„ FREESTANDING TUB W/ SHOWER CONVERTER WIDE PLANK WD. FLOORING, TYP. +7'-8'� 7 8' LP:. CLG. oi TOP AND BOTTOM SPLIT WD. SHUTTER, PTD.(ALT) PEDESTTAL SINK Y FINI. FUR. +13'-1 1 2' H.P. CLG. 2 S. ELEVATION - BATA"60M 202 1/2' = 1'-0' SL TOILET PLAN - BAITHROOM SINK WATER CLOSET PEDESTAL SINK CABINET PROVIDED BY OWNER, N.I.C. ACORN HEAD NUTS W/ 1/2 -DIA. TREADED RODS AND 1-1/2' DIA WASHERS, TYP. DBL. 2X8 COLLAR TIES +7'-8 . CL7 8G" LP. PENDANT FIXTURE WALL SCONCES. COORDINATE LOCATIONS W/ MIRROR SIZES, TYP. WALL HUNG MIRROR PROVIDED BY OWNER INSTALLED BY CONTRACTOR GFI OUTLET PEDESTAL SINK PTD, WD, BASEBOARD, TYP. FIN. FLR, Y mechanical consultant: KOLB MECHANICAL 1631 298.5527 structural engineer. JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coca Kim 160 Henry Street, Apt 9A Brooklyn, NY 10201 �SERED ARCy�l 'pET N1, �0, 0 ann 10 JUNE 2005 BUILDING PERMIT SET @.ol' JTT wi ENLARGED PLAN AND ELEVATIONS -BATHROOM 205 'umm, A300 552 Broadway 6th floor New York NY 10012 jL 212 925 9390 I 212 925 9391 w WWW helfandarch com mechanical consultant: KOLB MECHANICAL 1631 298.5527 structural engineer. JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coca Kim 160 Henry Street, Apt 9A Brooklyn, NY 10201 �SERED ARCy�l 'pET N1, �0, 0 ann 10 JUNE 2005 BUILDING PERMIT SET @.ol' JTT wi ENLARGED PLAN AND ELEVATIONS -BATHROOM 205 'umm, A300 PTD. OUTSIDE CORNER BOARDS, NOM. 2X6, TYP. CEDAR SHINGLES PATTERN TO MATCH EXISTING, TYP. 3/4' COX PLYWOOD, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. 2X6 WD. WD. FRAMING 16' O.C., TYP. R21 BATT INSULATION, TYP, CORNER BEAD, TYP PTD. WD. BASEBOARE BELOW, TYP PTD. GWB (W/ ALT. CUSTOk PLASTER FINISH), TYP 1a PLAN DETAIL AT OUTSIDE CORNERS, TYP. J 1-1/2' = 1'-0' C TYP. SEALED CONCRETE FLOORING 3' = 1'-0" .TWO LAYERS CLEAR SEALER .BEAD—BLASTED CONCRETE SLAB 2 FINISH FLOOR DETAILS 3" = 1'—D" +0+0'-0" FF0T0. SLAB B TYP. STONE FLOOR 3" = 1'-0' •3/8" STONE TILE •1/4" THIN SET ANTI-FRACTURE)LAYR1/8 MEMBRANE—DITRA POLYETHYLENE •1/4" THIN SET •WATERPROOF MEMBRANE TON LAYER 3 UE & GRR GROOVE D DECKING -CONT. WD. SHIM AS REQ'D FOR LEVEL FLOOR -FLOOR JOIST PTD. WD. BASEBOARD BELOW, TYP. PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH), TYP. 2X6 WD. WD. FRAMING 16" O.C., TYP. R21 BATT INSULATION, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. PTD. INSIDE CORNER BOARDS, NON. 2X2, TYP. CEDAR SHINGLES PATTERN TO MATCH EXISTING, TYP. 3/4' COX PLYWOOD, TYP, +0'-0" Fl 0 R T.O. JOIST 8 PLAN DETAIL AT INSIDE CORNERS, TYP. 1-1/2' = r-0' F.T. WD. BLOCKING, TYP. PTD, GVWB J BEAD, TYP ACCESS PAN[ W/ PTD. GWB ACCESS PANEL G 5 DETAIL ® RECESSED FRAMELESS ACCESS PANEL 3' = 1'-0" A TYP. WOOD FLOOR 3" = 1'-0' •3/4' SOLID WD. TONGUE & GROOVE PLANK • 15 LB. FELT OR BUILDING PAPER •G1RLAYER 12 DE PLYWOOD DECKING -CONT, GRADE TONGUE & •CONT. WD. SHIM AS REQ'D FOR LEVEL FLOOR •FLOOR JOIST FIN. N, FLOOR 0'-1 1/4" B.O. SUBFLDR ACOU SE PTD. WD. BASEBOARD BELOW, TYP. PTD. GWB (W/ ALT, CUSTOM PLASTER FIN.), TYP. 2X4 WD. FRAMING EXISTING 4X4 POST BATT INSULATION, TYP. 3/4' COX PLYWOOD, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. — CEDAR SHINGLES PATTERN TO MATCH EXISTING, TYP. NEW CEILING JOISTS, TYP. ACOUSTICAL MINERAL WOOL BATT INSULATION 4 SE E RCP FlN. CLG. CONT. WD. SHIM AS REQ'D TO MAINTAIN A LEVEL CEILING, TYP. PTD. GWB PTD. T&G WOOD PANELING TO MATCH EXISTING, TYP. EXISTING 1/2' COX PLYWOOD PTD. INSIDE CORINER BOARDS, NOM. 20, TYP. 7 PLAN DETAIL ABV, AND BLW. REMOVABLE SCREEN 1-1/2" = V -D" DUCTWORK AND MECH. EQUIPMENT MAY OCCUR. SEE vm=, v.1.r CL JOIST 4 TYP. CEILING DETAIL ® CLOSET 203 3' = 1'—O" II �I V111�. '/ 3 1 PARTITION TYPES 1-1/2' = i'-0" B.O. JOISTS EL VARIES FIN. CLG. SEE RCP JOIST PTD. WD. BASEBOARD BELOW, TYP. PTD. GWB (W/ ALT. CUSTOM PLASTER FIN.), TYP. 2X4 WD. FRAMING EXISTING 44 POST BATT INSULATION, TYP. 3/4' COX PLYWOOD, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. — CEDAR SHINGLES PATTERN TO MATCH EXISTING, TYP. WD. JOISTS, TYP. R30 ACOUSTICAL MINERAL WOOL BATT INSULATION SEE RCP FIN - N, CLG, CONT. WD. SHIM AS REQ'D TO MAINTAIN A LEVEL CEILING, TYP. A• CUSTOM PLASTER FINISH (ALT) • (1) 5/8" TYPE X GWB • 2 X 4 WOOD STUD ® 1B" O.C. W/ UNDFACED FIBERGLASS OR MINERAL WOOL INSULAI.TION: THICKNESS EQUAL TO DEPTH OF STUDI CAVITY • (1) 5/8' TYPE X GWB • CUSTOM PLASTER FINISH (ALT) ASAME AS TYPE A, BUT WITH (1) LAYER 5/8" FlN. FL. TYPE X W.R. GAB BOTH SIDES, PTD. T.O. JOISTS A2• SAME AS TYPE A, BUT WITH (1) LAYER 5/8" TYPE X W.R. GWB ON GARAGE SIDE ONLY,', PTD. A3SAME AS TYPE Al, BUT WITH (1) LAYERR 3/4" T—&—G WALL PANELING ON STAIR HALLSiIDE, PTD. AT SAME AS TYPE A2, BUT WITH 2 X 6 WCOOD STUD AND W.R. GWB ON ENTRANCE PORCCH SIDE ONLY A5• SAME AS TYPE Al. BUT WITH T&G WOODD PANELING ON SCREEN PORCH SIDE ONLY PTD. GWB 6 PLAN DETAIL ® REMOVABLE SCREEN 1-1/2' = 1'-0' PTD. T&G WOOD PANELING TO MATCH EXISTING, TYP. EXISTING REMOVABLE PTD. WD. SCREEN, TYP, EXISTING PTD. WD. WINDOW TRIM, TYP. PTD. INSIDE CORNER BOARDS, NOM. 2X2, TYP. C JOIST JOIST 3 TYP. CEILING DETAIL ® GROUND FLR. 3" = 1'-0" ROOM FINISH SCHEDULE NO. ROOM NAME f� IBASE WALL CEILING REMARKS i 6 PLAN DETAIL ® REMOVABLE SCREEN 1-1/2' = 1'-0' PTD. T&G WOOD PANELING TO MATCH EXISTING, TYP. EXISTING REMOVABLE PTD. WD. SCREEN, TYP, EXISTING PTD. WD. WINDOW TRIM, TYP. PTD. INSIDE CORNER BOARDS, NOM. 2X2, TYP. C JOIST JOIST 3 TYP. CEILING DETAIL ® GROUND FLR. 3" = 1'-0" ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR IBASE WALL CEILING REMARKS O U a as Zd J r O Q3 o O 3 3 3 3 3 2 � pQ3 a 1� N Ia GROUND FLOOR 100 ENTRANCE CORRIDOR • • • • 101 STAIR HALL • • • • •• • 102 GARAGE • • • • • 103 STORAGE/POTTING SHED • • • • • 2ND FLOOR 200 LANDING • • • • 201 LIVING ROOM • • • • 202 CLOSET • • • • 203 CORRIDOR • • • • 204 BEDROOM • • • • 205 BATHROOM • • • • SEE SPECIFICATIONS FOR STONE TYPE AND FINISH BASE TYPES — SEE DRAWING A520 X FINISH SCHEDULE NTS 552 Broadway 6th floor Now York NY 10012 Ir I , %s t 212 925 9390 212 925 9391 w www helfandarch cam mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631.765.2954 1631,614.3516 SCHUMAN KIM RESIDENCE Richard Schatman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 10 JUNE 2005 BUILDING PERMIT SET TC AS NOTED FINISH SCHEDULE, PARTITION TYPES, FINISH FLOOR DETAILS, CEILING DETAILS, AND DETAILS A400 MOLDING PTD. WD. SHUTTER (ALT) Ir--- ❑❑❑ TIL--- ❑❑❑ _--L!I x LL !r-- ❑❑❑ ---rll 0, ❑❑❑ __JI O 2 SILY L HEIGHT � --- -- x x 0 \-- MOLDING [V MOLDING FRAME WIDTH - N0. LOCATION ❑❑❑ ! SIZE* ❑ ❑ ❑ I I w x N0. IIS �+ ❑❑❑w I o I MAT'L HEAD SILL SII ❑❑❑ NO. INTERIOR ! ! ❑❑❑ 0r-- 1 ENTRANCE CORRIDOR 100 1-11:1E]z 3 PTD WOOD L-- 4'-1" CLEAR IG (TYPE GLI) L _VARIES 3/A405 1B/A405 ILE1 SILL HEIGHT 2 . MOLDING w a � MOLDING x(31811_ PTD. WD. WINDOW SHUTTER (ALT) FRAME WIDTH ! N0. LOCATION ❑❑❑ ! SIZE* ❑ ❑ ❑ I I w x ! N0. LOCATION TYPE ! SIZE* GLAZING I I w x N0. IIS �+ --- I o HEIGHT (NOM) MAT'L HEAD SILL SII 0 NO. C WINDOW - DOUBLE HUNGB WINDOW - PICTURE A WINDOW - DOUBLE HUNG NEW NEW I NEW 4 WINDOW TYPES 1/2" = V -D" WIDTH 7112 DOOR WIDTH EQ. EQ. I I EQ. I EQ. F GARAGE DOOR NEW 11' DOOR WIDTH 114" 518" VARIES 151q D SCREEN DOOR NEW 2 DOOR TYPES 1/2" = 1'-0• SCREEN CASING 0 BATTEN w T BATTEN w 4 v4" DOOR WIDTH 1,1 " N0. LOCATION TYPE FINISH SIZE* GLAZING rti--- 0 N0. N0. �+ --- CA WIDTH (NOM) HEIGHT (NOM) MAT'L HEAD SILL SII 0 NO. INTERIOR EXTERIOR GROUND FLOOR GROUND FLOOR 1 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 1B/A405 ILE1 1 2 . A � � m 4'-1" CLEAR IG (TYPE GL1) w x x " 2 3 o 0 0 0 0 w 2' 5-3/8" 0 CLEAR IG (TYPE GL1) i1 2/A405 1A/A405 - 3 4 ENTRANCE CORRIDOR 100 A a PTD WOOD 2' 5-3/8" w CLEAR IG (TYPE GL1) 6/A405 �--- 1A/A405 - 4 5 ENTRANCE CORRIDOR 100 0 PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 7/A405 3/A405 18/4405 4-9/16" FRAME WIDTH 5 30 ENTRANCE CORRIDOR 100 L_ PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" --- -- -- --- -- 30 31 ENTRANCE CORRIDOR 100 -- - -- - --- --- -- 4/A405 r__ ___ ____ 32 ENTRANCE CORRIDOR 100 --- --= ---- -- - __ ___ 4/A405 `- ---- _ 6 -- -- -- PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) ___ ____Ir___ I IA/A405 - _ _ _ _ ____ A __� L-_�___ 2' 5-3/8" ____ ___ _ _ _ ___ _ ___ ___ _� GARAGE 102 �_ III PTD WOOD 2' 5-3/8" ___ __ __ ____ _ __ _ _- �__ __ GARAGE 102 A PID WOOD PTD WOOD _ ___ CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 9 10 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 10 11 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 11 12 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 12 13 GARAGE 102 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 13 14 POTTING SHED/STORAGE 103 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 14 STORAGE/POTTING SHED SECOND FLOOR 15 LANDING 200 C PTD WOOD PTD WOOD 2' 5-3/8" 3'-5" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/M05 W/ WD. SHUTTERS (ALT) 15 16 I C PTD WOOD PTD WOOD o 3'-5" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 16 17 LANDING 200 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 17 18 LANDING 200 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1' CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 18 19 LIVING ROOM 201 A PTD WOOD PTD WOOD 2' 5-3/8" 4'4" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 19 20 LIVING ROOM 201 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLi) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 20 21 CLOSET 202 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 21 22 BEDROOM 204 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 22 23 BEDROOM 204 A PTD WOOD �-- 2' 5-3/8" 4'-1" CLEAR IS (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 23 24 E- A PTD WOOD - 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 IA/A405 W/ WD. SHUTTERS (ALT) L- -- ---- -- -- --- -- --- --- --� �-- -- -- -- --=- BEDROOM 204 --1--- PTD WOOD - 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 --- ---- -- -- - --- ---- - -� 4'-1" ---�--- 5/A405 2/A405 -- --- 27 - -- -� PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 to/A405 W/ WD. SHUTTERS (ALT) 28 29 LIVING ROOM 201 A PTD WOOD PID WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) F SIZE OF NEW WINDOWS IS FRAME SIZE - NOTE INTERIOR MOLDING OVERLAPS FRAME SIZE - SEE WINDOW DETAILS d F GARAGE DOOR NEW 11' DOOR WIDTH 114" 518" VARIES 151q D SCREEN DOOR NEW 2 DOOR TYPES 1/2" = 1'-0• SCREEN CASING 0 BATTEN w T BATTEN w 4 v4" DOOR WIDTH 1,1 " C BOARD & BATTEN DOORS NEW 11" DOOR WIDTH 4.11 518" EQ "EQ7 "EQ 51 ' 1 B WOOD & GLASS DOOR NEW C C MOLDING DOOR WIDTH 4" L81 8114" FRAME OPENING N0. LOCATION TYPE FINISH SIZE* GLAZING rti--- 0 N0. N0. �+ --- CA WIDTH (NOM) HEIGHT (NOM) MAT'L HEAD SILL SII 0 NO. INTERIOR EXTERIOR GROUND FLOOR GROUND FLOOR 1 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 1B/A405 ILE1 1 2 . A � � m 4'-1" CLEAR IG (TYPE GL1) 6/A405 x x " 2 3 o 0 0 0 0 w 2' 5-3/8" 0 CLEAR IG (TYPE GL1) i1 2/A405 1A/A405 - 3 4 ENTRANCE CORRIDOR 100 A a PTD WOOD 2' 5-3/8" w CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 4 5 ENTRANCE CORRIDOR 100 0 PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 7/A405 3/A405 18/4405 4-9/16" FRAME WIDTH 5 30 ENTRANCE CORRIDOR 100 C BOARD & BATTEN DOORS NEW 11" DOOR WIDTH 4.11 518" EQ "EQ7 "EQ 51 ' 1 B WOOD & GLASS DOOR NEW C C MOLDING DOOR WIDTH 4" L81 8114" FRAME OPENING GLASS GLI CASING n a 4 E SLIDNG DOOR NEW CL STEN SEEN 3 112" DOOR WIDTH 112" EQ31 " Q311 " Q311 " 0 GLASS GLI N0. LOCATION TYPE FINISH SIZE* GLAZING rti--- NOTES N0. N0. �+ --- CA WIDTH (NOM) HEIGHT (NOM) MAT'L HEAD SILL SII BASE NO. INTERIOR EXTERIOR GROUND FLOOR GROUND FLOOR 1 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 1B/A405 ILE1 1 2 . A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 2 3 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 3 4 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-I" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 4 5 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 7/A405 3/A405 18/4405 4-9/16" FRAME WIDTH 5 30 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 IB/A405 I�.t 30 31 ENTRANCE CORRIDOR 100 B PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) B/A405 4/A405 IC/A405 PICTURE WINDOW, 4-9/16" FRAME WIDTH 31 32 ENTRANCE CORRIDOR 100 B PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) B/A405 4/A405 1C/A405 PICTURE WINDOW, 4-9/16" FRAME WIDTH 32 6 STAIR HALL 101 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/4405 2/A405 IA/A405 - 6 7 STAIR HALL 101 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 7 8 GARAGE 102 A III PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/4405 2/A405 1A/A405 - 8 9 GARAGE 102 A PID WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 9 10 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 10 11 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 11 12 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 12 13 GARAGE 102 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 13 14 POTTING SHED/STORAGE 103 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 14 STORAGE/POTTING SHED SECOND FLOOR 15 LANDING 200 C PTD WOOD PTD WOOD 2' 5-3/8" 3'-5" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/M05 W/ WD. SHUTTERS (ALT) 15 16 LANDING 200 C PTD WOOD PTD WOOD 2' 5-3/8" 3'-5" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 16 17 LANDING 200 GLASS GLI CASING n a 4 E SLIDNG DOOR NEW CL STEN SEEN 3 112" DOOR WIDTH 112" EQ31 " Q311 " Q311 " 0 GLASS GLI A ENTRY DOOR W/ TRANSOM NEW TING WINDOW SCHEDULE N0. LOCATION TYPE FINISH SIZE* GLAZING DETAILS NOTES N0. N0. �+ TYPEFINISH CA WIDTH (NOM) HEIGHT (NOM) MAT'L HEAD SILL JAMB BASE NO. INTERIOR EXTERIOR GROUND FLOOR GROUND FLOOR 1 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 1B/A405 ILE1 1 2 . A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 2 3 ENTRANCE CORRIDOR 100 A ENTRY DOOR W/ TRANSOM NEW TING WINDOW SCHEDULE N0. LOCATION TYPE FINISH SIZE* GLAZING DETAILS NOTES N0. N0. �+ TYPEFINISH DOOR FINISH WIDTH (NOM) HEIGHT (NOM) MAT'L HEAD SILL JAMB BASE NO. INTERIOR EXTERIOR GROUND FLOOR GROUND FLOOR 1 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 1B/A405 4-9/16" FRAME WIDTH 1 2 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 2 3 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 3 4 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-I" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 4 5 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 7/A405 3/A405 18/4405 4-9/16" FRAME WIDTH 5 30 ENTRANCE CORRIDOR 100 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 7/A405 3/A405 IB/A405 4-9/16" FRAME WIDTH 30 31 ENTRANCE CORRIDOR 100 B PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) B/A405 4/A405 IC/A405 PICTURE WINDOW, 4-9/16" FRAME WIDTH 31 32 ENTRANCE CORRIDOR 100 B PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) B/A405 4/A405 1C/A405 PICTURE WINDOW, 4-9/16" FRAME WIDTH 32 6 STAIR HALL 101 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/4405 2/A405 IA/A405 - 6 7 STAIR HALL 101 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 7 8 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/4405 2/A405 1A/A405 - 8 9 GARAGE 102 A PID WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 9 10 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 10 11 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 11 12 GARAGE 102 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 - 12 13 GARAGE 102 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 13 14 POTTING SHED/STORAGE 103 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 - 14 STORAGE/POTTING SHED SECOND FLOOR 15 LANDING 200 C PTD WOOD PTD WOOD 2' 5-3/8" 3'-5" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/M05 W/ WD. SHUTTERS (ALT) 15 16 LANDING 200 C PTD WOOD PTD WOOD 2' 5-3/8" 3'-5" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 16 17 LANDING 200 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 17 18 LANDING 200 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1' CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 18 19 LIVING ROOM 201 A PTD WOOD PTD WOOD 2' 5-3/8" 4'4" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 19 20 LIVING ROOM 201 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLi) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 20 21 CLOSET 202 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 21 22 BEDROOM 204 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 22 23 BEDROOM 204 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IS (TYPE GL1) 6/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 23 24 BEDROOM 204 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GLI) 6/A405 2/A405 IA/A405 W/ WD. SHUTTERS (ALT) 24 25 BEDROOM 204 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 25 26 BEDROOM 204 A PTD WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 to/A405 W/ WD. SHUTTERS (ALT) 26 27 BATHROOM 205 A PTI) WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ SPLIT TOP & BOTTOM WD. SHUTTERS (ALT) 27 28 UMNG ROOM 201 A PTO WOOD PTD WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 to/A405 W/ WD. SHUTTERS (ALT) 28 29 LIVING ROOM 201 A PTD WOOD PID WOOD 2' 5-3/8" 4'-1" CLEAR IG (TYPE GL1) 5/A405 2/A405 1A/A405 W/ WD. SHUTTERS (ALT) 29 SIZE OF NEW WINDOWS IS FRAME SIZE - NOTE INTERIOR MOLDING OVERLAPS FRAME SIZE - SEE WINDOW DETAILS DOOR SCHEDULE N0. LOCATION DOOR FRAME DETAILS RATING (HR) yr REMARKS N0. �+ DOOR MAT'L DOOR FINISH DOOR THK WIDTH (NOM) HEIGHT (NOM) MAT'L (FRAME FINISH HEAD BASE JAMB NOTE: DOUBLE WOOD STUDS AT ALL DOORS, BOTH SIDES. GROUND FLOOR D100A ENTRANCE CORRIDOR A WOOD & GLASS PAINTED 1-3/4" 3'-0' 7'-0" WOOD PAINTED 10/A403 1/A403 1,2/A402 1 W/ TRANSOM ABOVE DIODE ENTRANCE CORRIDOR 8 WOOD & GLASS PAINTED 1-3/4' 2'-10" 7'-0" WOOD PAINTED 12/A403 7/A403 3/A402 2.2 SELF—CLOSING DIOOC ENTRANCE CORRIDOR D WOOD & SCREEN PAINTED 1-1/8" 2'-10" 7'-0" WOOD PAINTED 12/A403 7/A403 3/A402 3 SELF—CLOSING DIOOD ENTRANCE CORRIDOR B WOOD & GLASS PAINTED 1-3/4' (2) 3'-0' 7'-0" WOOD PAINTED 3/A404 2/A404 I/A404 6 W/ (2) 3'-0" SIDELNES BOTH SIDES dD101 D101A STAIR HALL B WOOD & GLASS PAINTED 1-3/4' 2'-10" 7'-0" WOOD PAINTED 3/A403 4/A403 4/A402 2.3 D101B STAIR HALL B WOOD & GLASS PAINTED 1-3/4' 2'-10" 7'-0" WOOD PAINTED 12/A403 7/MO3 3/A402 2.2 SELF—CLOSING D101CSTAIR HALL D WOOD & SCREEN PAINTED 1-1/8" 2'-10" 7'-0" WOOD PAINTED 12/A403 7/A403 3/A402 3 SELF—CLOSING D101D STAIR HALL C WOOD PAINTED 2' 7-0' 7'-0" WOOD PAINTED 11/A403 6/A403 5/A402 2.1 D101D D101E STAIR HALL C WOOD PAINTED 2' 2'-10" 7'-0" WOOD PAINTED II/A403 5/A403 5/A402 2 D101E D102A GARAGE F WOOD PAINTED 2' (2) 4'-0" 7'-0" WOOD PAINTED 13/4403 8/4403 7/A402 4 D102A D102B GARAGE F WOOD PAINTED 2" (2) 4'-0' 7'-0" WOOD (PAINTED 13/A403 8/A403 7/A402 4 D102B D103A STORAGE/POTTING SHED C WOOD PAINTED 2" 2'-10" 7'-0" WOOD PAINTED 11/A403 — 5/A402 2 D103A D1038 STORAGE/POTTING SHED D WOOD & SCREEN PAINTED 1-1/8" 4'-0' 7'-0" WOOD PAINTED 14/A403 9/A403 8/A402 3 SELF—CLOSING D103B D103C STORAGE/POTTING SHED E WOOD PAINTED 2" 4'-8" 7'-2 1/2" WOOD PAINTED 14/A403 9/A403 8/A402 5 SLIDING DOOR D103C SECOND FLOOR D201 LIVING ROOM C WOOD PAINTED 2' 2'-10" 7'-0" WOOD PAINTED 11/A403 2/A403 6/4402 2.1 D201 D202 CLOSET C WOOD PAINTED 2' 2'-10" 7'-0" WOOD PAINTED 11/4403 2/4403 5/4402 2.1 0202 D205 BATHROOM C I WOOD PAINTED 2" 2'-10" 7'-0" WOOD PAINTED 11/A403 2/A403 5/A402 2.1 D205 DC NTS 552 Broadway 6th floor New York NY 10012 h1 .! k,l�? tiV 'rut 'E� he+i1S uE " 1 212 925 9390 1 212 925 9391 w www heltandarch cam mechanical consultant: KOLB MECHANICAL 1631298,5527 structural engineer JOSEPH FISCHETTI, PE 1725 Hobart Read Southold, NY 11971 t 631.765.2954 1631.614 3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 169 Henry Street, Apt. 9A Brooklyn, NY 10201 ,,�SS0ED ARCH H 0 10 JUNE 2005 BUILDING PERMIT SET do b' TC AS NOTED IW". DOOR SCHEDULE, DOOR TYPES, WINDOW SCHEDULE AND WINDOW TYPES ""mmr A401 PTD. WD. BASE BELOW, ttP.—� 4318" CEDAR SHINGLES, PATTERN PID. W.R. GWB, TYP. 3112" IB" TO MATCH EXISTING, TYP. T -&-G BOARD AND BATTEN PTD. WD. SCREEN DOOR WD. SLIDING DR. W/ 1-1/4" W/ SELF -LATCHING AND T -&-G VERT. BOARDS AND SELF-CLOSING HARDWARE 3/4" BATTEN FRAME 1/8" BEVEL EDGE, TYP. / e is VAPOR BARRIER, TYP. 3/4" COX PLYWOOD, TYP. 5•• TYPE 30 FELTEXTERIOR WD. CASING, CONCEALED MORTISE UNDERLAYMENT, TYP. 6 PTO., TYP. BRUSH WEATHERSTRIP 2X6 WD. FRAMING AT JAMB ALL SIDES, TYP. 8 JAMB DETAIL AT DOORS D103B & D103C 3" = 1' O" PTD. WD. BASE BELOW, TYP. 4 318" WD. CASING, PTO., TYP. CLR. RUBBER BUMIPER, 11P. 3112" 518, 2%6 WD. FRAMING AT JAMB WD. SADDLE TO MATCH FLOOR T -&-G BOARD AND BATTEN4 WD. DR. FINISH, TYP. W/ 1-1/4" T -&-G VERB. BOARDS AND-3/4'-BATifENS� fiYF. Z. ,'. — m 51, TYR 1/8" BEVEL EDGE, TYP. ti 6 JAMB DETAIL AT DOOR D201 3" = 1'-0" 2112' /I JAMB DETAIL AT DOOR D101A 3" = 1'-0" TL 711 8118" KNOBS & DE MTD. RIM LOCKOCK SSET, TYP. RIM LOCK STRIKER, TYP., FILL GAP FULL MORTISE HINGES, BTWN STRIKER AND MOLDING W/ 3314" TYP PTD. WD. STRIP TO MIATCH, TYP. CORNER E3EAD, TYP. I PTD. GWBALT. CUSTOM PLASTEASTE FINISH) FINISH) PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) VAPOR BARRIER, TYP. PTD. WD. BASE BELOW, TYP PTD. FRENCH PATIO DOOR W/ SELF-CLOSING INT. WD. CASING, NOM. 1X4, AND SELF -LATCHING HARDWARE PTD., TYP. 2X6 WD. FRAMING AT JAMB STONE SADDLE TO MATCH CEDAR SHINGLES, PATTERN TO 6314" MATCH EXISTING, TYP. EXT. PTD. WD. CASING, NOM. 1X6, TYP. 5112" B" 2X6 WD. FRAMING AT JAMB STONE SADDLE TO MATCH 3112" 6/8,111 5" 2 JAMB DETAIL AT DOOR D100 3" = l'-0' GASKET, TYP RIM LOCK STRIKER, TYP. FILL GAP BTWN STRIKER AND MOLDING W/ PTD. WD. STRIP TO MATCH, TYP. 1/8' BEVEL EDGE, TYP. KNOBS & SURFACE MTD. RIM LOCK SET, TYP. PTD. WD. BASE BELOW, TYP. 5" EXT, WD. CASIN(G, NOM. 1X6, PTD., TYP. 3/4" COX PLYWOOD, TYP. TYPE= 30 FELT UNDERLAYMJENT, TYP. VAPOR BARRIER, TYP. T -&-G STILE AND) RAIL WD. DR. W/ FLUSH WD. PANEL 10112"" DOOR HIN4GES, TYP. PTD. W.R., GWB (W/ CUSTOM PIASTEER FINISH) 4 9116' 4 318" 112" 5112" B' 6114" WD. BASE BELOW, TYP. NO. CASING, NOM. 1X4, PTD., TYP. ETS WD. WD. CASING, NOM. 1X6, PTD., TYP. R SHINGLES, PATTERN TO MATCH EXISTING, TYP. 7 JAMB DETAIL AT DOOR D102A & D102B 3' = 1'-0" I] 81^ham cLCi�ddG1^SCI] 10" IB" 8114" IB" ASKET ® MEETING nLES, TYP. -&-G BOARD AND BATTEN D. SLIDING DR. BOARDS /MA -&-c VERT. BoaRos AND /4" BATTENS, TYP, PTD. GWB (W/ ALT. ri ICTAhI DI eeTrD MUM) 18 7114" 18' 9" 5 JAMB DETAIL AT DOORS D101D, D101E. D103A, D202 & D205 3" = 1'-0" 3 JAMB DETAIL AT DOORS D1018 AND D101C 3" = 1'-0" PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) VAPOR BARRIER, TYP. PTD. INSWING FRENCH DOOR PTD. WD. BASE BELOW, TYP. 4318" INT. WD. CASING, NOM. 10, PTD., TYP. 18" 3112" 2X6 WD. FRAMING AT JAMB STONE SADDLE TO MATCH 77777 3/4' COX PLYWOOD, TYP. PTD. WD. SCREEN DOOR W/ IB' 5112" TYPE 30 FELT SELF -LATCHING AND SELF-CLOSING UNDERLAYMENT, TYP. HARDWARE, TYP. B 31B" CEDAR SHINGLES, PATTERN EXT. WD. CASING, NOM. 1X6, TO MATCH EXISTING, TYP. PTD,, TYP, CEDAR SHINGLES, PATTERN TO MATCH EXISTING, TYP. 3/4' CD% PLYWOOD, TYP. WDr In =IT 4118" 1 " 5 5116" 14' 3112" 14'1 5114" 13141,3112" P14'1,5114" 14' 3112" 14" DBL GLAZED INSULATED TRANSOM GLASS, TYP. PTD. W.R. GWB (W/ ALT. PTD. WD. BASE BELOW, TYP. CUSTOM PLASTER FINISH) 1 JAMB DETAIL AT DOOR D100 TRANSOM 3" = 1'-0" 5 5116" 10, 4118" 552 Broadway 6th floor New York NY 10012 , 111- I,�.i `'4T1i li rii _1 =nY; I 212 925 9390 I 212 925 9391 w www helfandarch com mechanical consultant: KOLB MECHANICAL t 631,298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 G\5�EaEO A@0H1l �06'v i HE<, fCj. l"pF OF EW 10 JUNE 2005 BUILDING PERMIT SET M.'[o 'C AS NOTED IN, DOOR DETAILS ,,.W A402 .r III�I III-11� ,11;1 ;!11�1111111114 14141414M1 4118" 1 " 5 5116" 14' 3112" 14'1 5114" 13141,3112" P14'1,5114" 14' 3112" 14" DBL GLAZED INSULATED TRANSOM GLASS, TYP. PTD. W.R. GWB (W/ ALT. PTD. WD. BASE BELOW, TYP. CUSTOM PLASTER FINISH) 1 JAMB DETAIL AT DOOR D100 TRANSOM 3" = 1'-0" 5 5116" 10, 4118" 552 Broadway 6th floor New York NY 10012 , 111- I,�.i `'4T1i li rii _1 =nY; I 212 925 9390 I 212 925 9391 w www helfandarch com mechanical consultant: KOLB MECHANICAL t 631,298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 G\5�EaEO A@0H1l �06'v i HE<, fCj. l"pF OF EW 10 JUNE 2005 BUILDING PERMIT SET M.'[o 'C AS NOTED IN, DOOR DETAILS ,,.W A402 CEDAR SIDING, PATTERN TO MATCH EXIST 3/4" CDX PLYWO TYPE UNDERLAYME CONT. MTL. FLASHI MICROLAM DOOR AT CARA OPENIh EXT. PTD. N CASING, N( MIN. WD. BLOCKING AS REQUIRED TO ALLOW CLR, PASSAGE OF SLIDING DOOR W/ ADJ. WALL SIDING SIDE WALL MTD. SLIDING BARN DOOR TRACK AND BRACKET HARDWARE CONCEALED MORTISE BRUSH WEATHERSTRIP ALL SIDES, TYP. T -&-G BOARD AND BATTEN WD. SLDING DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4' BATTEN FRAME 1 4 HEAD DETAIL - D103 & D104 3" = 1'-0' T -&-G BOARD AND BATTEN WD. SLIDING DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4' BATTEN FRAME CONC. SLAB ON GRADE W/ SEALER, TYP. CONCEALED MORTISE BRUSH WEATHERSTRIP ALL SIDES, TYP. REGRADING AS REQ'D AT DOOR OPENING TO ALLOW SMOOTH TRANSITION, TYP. CONT. MTL. FLASHING, TYP. PTD. W.R. GWB CEDAR SIDING, PATTERN TO MATCH EXISTING, TYP. 3/4' CDX PLYWOOD, TYP. VAPOR BARRIER, TYP. New York INT. PTD. WD. TYPE 30 FELT DOOR CASING, UNDERLAYMENT, TYP. NOM. 1X4, IYP. (2) 2x12 DOOR HEADER AT GARAGE DOOR OPENINGS, TYP. EXT, PTD. WD. DOOR CASING, NOM. 1X6, TYP. GASKETS AT TOP AND SIDES, TYP. SELF-CLOSING AND SELF -LATCHING PTD. WD. SCREEN DOOR PTD. WD. FRAME BEYOND, TYP. T -&-G BOARD AND BATTEN WD. DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4" BATTENS, TYP. 9 BASE DETAIL - D103 & D104 3„ = 1'-0' PTD. WD. FRAME BEYOND, TYP. T -&-G BOARD AND BATTEN WD. DR. W/ 1-1/4" T -&-G VERT. BOARDS AND 3/4" BATTENS, TYP. CONCEALED MORTISE BRUSH WEATHERSTRIP AT DOOR BOTTOM, TYP, ONE PIECE STONE SADDLE TO MATCH STONE TILE, TYP. 1/4" CHAMFER EDGE, TYP. SOLID HD. WD. BASEBOARD, TYP. P.T. WD. FRAMING, TYP. -1'-9 1/16" BFF ,L SLAB H.P. (+50.56 CONIC. SLAB ON GRADE W/ SEALER, TYP. 13 HEAD DETAIL - D102A & D102B 3" = 1'-0' PTD. WD. FRAME BEYOND, TYP T -&-G BOARD AND BATTEN VG AND WD. DR. W/ 1-1/4' T -&-G ING PTD. VERT. BOARDS AND 3/4" I DOOR BATTENS, TYP. STONE TILE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4" PLYWOOD SUBSTRATE, TYP. CJ BASE DETAIL — D101E 3" = 1'-0" CONIC. SLAB ON GRADE W/ SEALER, TYP. CONCEALED MORTISE BRUSH WEATHERSTRIP AT DOOR BOTTOM, TYP. REGRADING AS REO'D AT GARAGE DOOR OPENINGS TO ALLOW SMOOTH TRANSITION, TYP. -1'-9 1/16" BF L SLAB H.P. (+50.56 2'-5' BFF GRADE L.P. +49.9 CONT. MTL. FLASHING, TYP CEDAR SIDING, PATTERN TO MATCH EXISTING, TYP, 3/4" CDX PLYWOOD, TYP. PTD. W.R. GWB TYPE 30 FELT UNDERLAYMENT, TYP. (2) 2X6 DOOR HEADER, VAPOR BARRIER, TYP. NP' INF. PTO. WD. EXT. PTD. WD. DOOR DOOR CASING, CASING, NOM. 1X6, TYP. NOM. 10, TYP. 8 BASE DETAIL - D102A & D102B 3" = 1'-0' P'TD. WD. FRAME BBEYOND, TYP. P.T. 4 BASE DETAIL - D101A 3' = 1'-0' DOBL GLAZED PTD. WD. IMSIMNG FRENCH DOOR S37ONE TILE FLOORING ON PPOLYETHYLENE MEMBRANCE AM4D 3/4' PLYWOOD SiUBSTRATE, TYP. CONE PIECE STONE SADDLE TTO MATCH STONE TILE, TTP. 11/4' CHAMFER EDGE, TYP +0'-0" FIN, FLR. +52.32 SELF-CLOSING AND SELF -LATCHING PTD. WD. SCREEN DOOR PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) BATT INSULATION, TYP. VAPOR BARRIER, TYP. INT. PTD. WD, DOOR CASING, NON. 1X4, TYP. DBL GLAZED PTD. WD. INSWING FRENCH DOOR 12 HEAD DETAIL - D100B. D100C. D101B & D101C 3" = V-0" SELF-CLOSING AND SELF -LATCHING PTD. WD. SCREEN DOOR STONE TILE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4" PLYWOOD SUBSTRATE, TYP. FIN. FLR. +52.32 SEALANT AND BACKER ROD, TTP. - P.T. WD. FRAMING, TYP. - SOLID PTD. HD. WD. FASCIA, TYP. - CONC. WALL FTG., NP. DBL, 2X6 CCA SILL, TYP. MTL. SHEILD, TYP. - -1'-2"IFF T.O. WALL FTG. +51.15 c 73•= (2) 2X6 DOOR HEADER, TYR EXT. PTD. WD. DOOR CASING, NON. 1X6, TYP. DBL. GLAZED PTD. WD. INSWING FRENCH DOOR 3 HEAD DETAIL - D101A 3' = 1'-0" PTD. GWB (W/ ALT. CUSTOM PIASTER FINISH) BATT INSULATION, TYP. VAPOR BARRIER, TYP. INT. PTD. WD. DOOR CASING, NON. 1X4, TYP. DBL. GLAZED PTD. WD. INSWING FRENCH DOOR PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) BATT INSULATION, TYI DBL 2X4 DOOR HEADERS, M PTD. WD. DOOR CASINI NOM. 1X4, TYI GASKET TOP AND SIDES FO D101E ONL PTD. WD. FRAME BEYOND, TYT T -&-G BOARD AND BATTE WD. DR. W/ 1-1/4' T -&- VERT. BOARDS AND 3/4 BATTENS, TV CEDAR SHINGLES, PATTERN _ TO MATCH EXISTING, TYP. ICE AND WATER SHEILD 24" MIN. FROM EDGE OF ROOF, TYP. 5 LBS. FELT, TYP. ® 12" O.C., TYP. DERED CANT, TYP. PTD. MTL STRAP AS REQ'D, TYP. CONT. PTO. COPPER EDGE1112" STRIP, TYP. ONE PIECE PTD. c 4„ COPPER APRON AND GUTTER LINING, SLOPED TO DRAIN, TYP. PTD. WD. FASCIA BOARD, IYP. i 4 314 PTD. WD. GUTTER BOX, TYP. CONT. MTL FLASHING, TYP.- 3/4" CDX PLYWOOD, TYP. - TYPE 30 FELT_ UNDERLAYMENT, TYP. (2) 2X6 DOOR HEADER,- TYP. EXT. PTD. WD. DOOR 1 HEAD DETAIL - D101D, D101E, D10113A. D202 & D205 CASING, NOM. 1X6, TYP. 13" = 1'-0" INSULATED TRANSOM GLASS UNITS W/ ANTIQUE (RESTORATION) GLASS TO MATCH WINDOW'S, TYP. PTD. WD. FRAME BEYOND, TYP. T -&-G BOARD AND BATTEN WD. DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4" BATTENS, TYP. STONE RLE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4' PLYWOOD SUBSTRATE, TYP. T ONE PIECE STONE SADDLE TO MATCH STONE TILE, TYP. 3/4" TONGUE -AND -GROOVE WOOD STRIP FLOORING ON 1/2" PLYWOOD SUBSTRATE, TYP. +7'-1 5 i6' AFF 2ND FLR. FIN. FLR. +59.43 \ 15 15 LBS FELT OR BUILDING PAPER, TYP. TRUS JOIST -MACMILLAN: TJI PRO550, TYP. 6 BASE DETAIL - D101 D 3" = 1'-0' PTD. WD. FRAME BEYOND, TYP. T -&-G BOARD AND BATTEN WD. DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4' BATTENS, TYP. 3/4" TONGUE -AND -GROOVE WOOD STRIP FLOORING ON 1/2" PLYWOOD SUBSTRATE, TYP. ONE PIECE SOLD WD. SADDLE TO MATCH WOOD FLOORING, TYP. +7'-1 5 i6' AFF 2ND FLR. FIN. FLR. +59.43 15 LBS FELT OR BUILDING PAPER, TYP. TRUS JOIST -MACMILLAN: TJI PR0550, TYP. 2 BASE DETAIL - D201. D202 & D205 3' = 1'-0" F.T. WD. BLOCKING, TYP. Es GASKETS AT TOP AND SIDES, TYP. PTD. T -&-G STILE AND RAIL WD. DR. W/ FLUSH WD. PANEL 1 O HEAD DETAIL — D100A 3' = V-0" PTD. WD. FRAME BEYOND, TYP, PTD. T -&-G STILE AND RAIL WD. DR. W/ FLUSH WD. PANEL STONE TILE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4' PLYWOOD SUBSTRATE, TYP. - CONCEALED MORTISE - BRUSH WEATHERSTRIP AT DOOR BOTTOM, TYP. ONE PIECE STONE SADDLE TO MATCH STONE TILE, TYP. - 1/4" CHAMFER EDGE, TYP.- +0'-0" .L FIN. FLR. (+52.32') "t DRIP EDGE, TYP. SEALANT AND BACKER ROD, TYP. P.T. WD. FRAMING, TYP. SOLID PTO. HD, WD, FASCIA TYP. CONIC. WALL FTG., TYP. 2X6 CCA SILL, TYP. MTL SHEILD, TYP.- -.1 -2" IFF T.O. WALL FTG. +51.15 1 BAS 3. = TONGUE -AND -GROOVE STRUCTURAL ROOF DECKINGS, PTD, TO MATCH EXISTING, TYP. J BEAD, TYP. 2X8 ROOF RAFTERS 16" O.C. TO MATCH EXISTING, TYP. — CORNER BEAD, TYP. PTD. GWB CLG. DBL, 2X6 TOP PLATE, TYP. VAPOR BARRIER, TYP. GWB W/ CUSTOM PLASTER FINISH, TYP. INT. PTD. WD. DOOR CASING, NON. 1X4, TYP. 552 Broadway 6th floor New York NY 10012 Orli i'r. qk a v t 212 925 9390 t 212 925 9391 w www h,Ibmdarch Dom CJ BASE DETAIL — D101E 3" = 1'-0" CONIC. SLAB ON GRADE W/ SEALER, TYP. CONCEALED MORTISE BRUSH WEATHERSTRIP AT DOOR BOTTOM, TYP. REGRADING AS REO'D AT GARAGE DOOR OPENINGS TO ALLOW SMOOTH TRANSITION, TYP. -1'-9 1/16" BF L SLAB H.P. (+50.56 2'-5' BFF GRADE L.P. +49.9 CONT. MTL. FLASHING, TYP CEDAR SIDING, PATTERN TO MATCH EXISTING, TYP, 3/4" CDX PLYWOOD, TYP. PTD. W.R. GWB TYPE 30 FELT UNDERLAYMENT, TYP. (2) 2X6 DOOR HEADER, VAPOR BARRIER, TYP. NP' INF. PTO. WD. EXT. PTD. WD. DOOR DOOR CASING, CASING, NOM. 1X6, TYP. NOM. 10, TYP. 8 BASE DETAIL - D102A & D102B 3" = 1'-0' P'TD. WD. FRAME BBEYOND, TYP. P.T. 4 BASE DETAIL - D101A 3' = 1'-0' DOBL GLAZED PTD. WD. IMSIMNG FRENCH DOOR S37ONE TILE FLOORING ON PPOLYETHYLENE MEMBRANCE AM4D 3/4' PLYWOOD SiUBSTRATE, TYP. CONE PIECE STONE SADDLE TTO MATCH STONE TILE, TTP. 11/4' CHAMFER EDGE, TYP +0'-0" FIN, FLR. +52.32 SELF-CLOSING AND SELF -LATCHING PTD. WD. SCREEN DOOR PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) BATT INSULATION, TYP. VAPOR BARRIER, TYP. INT. PTD. WD, DOOR CASING, NON. 1X4, TYP. DBL GLAZED PTD. WD. INSWING FRENCH DOOR 12 HEAD DETAIL - D100B. D100C. D101B & D101C 3" = V-0" SELF-CLOSING AND SELF -LATCHING PTD. WD. SCREEN DOOR STONE TILE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4" PLYWOOD SUBSTRATE, TYP. FIN. FLR. +52.32 SEALANT AND BACKER ROD, TTP. - P.T. WD. FRAMING, TYP. - SOLID PTD. HD. WD. FASCIA, TYP. - CONC. WALL FTG., NP. DBL, 2X6 CCA SILL, TYP. MTL. SHEILD, TYP. - -1'-2"IFF T.O. WALL FTG. +51.15 c 73•= (2) 2X6 DOOR HEADER, TYR EXT. PTD. WD. DOOR CASING, NON. 1X6, TYP. DBL. GLAZED PTD. WD. INSWING FRENCH DOOR 3 HEAD DETAIL - D101A 3' = 1'-0" PTD. GWB (W/ ALT. CUSTOM PIASTER FINISH) BATT INSULATION, TYP. VAPOR BARRIER, TYP. INT. PTD. WD. DOOR CASING, NON. 1X4, TYP. DBL. GLAZED PTD. WD. INSWING FRENCH DOOR PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) BATT INSULATION, TYI DBL 2X4 DOOR HEADERS, M PTD. WD. DOOR CASINI NOM. 1X4, TYI GASKET TOP AND SIDES FO D101E ONL PTD. WD. FRAME BEYOND, TYT T -&-G BOARD AND BATTE WD. DR. W/ 1-1/4' T -&- VERT. BOARDS AND 3/4 BATTENS, TV CEDAR SHINGLES, PATTERN _ TO MATCH EXISTING, TYP. ICE AND WATER SHEILD 24" MIN. FROM EDGE OF ROOF, TYP. 5 LBS. FELT, TYP. ® 12" O.C., TYP. DERED CANT, TYP. PTD. MTL STRAP AS REQ'D, TYP. CONT. PTO. COPPER EDGE1112" STRIP, TYP. ONE PIECE PTD. c 4„ COPPER APRON AND GUTTER LINING, SLOPED TO DRAIN, TYP. PTD. WD. FASCIA BOARD, IYP. i 4 314 PTD. WD. GUTTER BOX, TYP. CONT. MTL FLASHING, TYP.- 3/4" CDX PLYWOOD, TYP. - TYPE 30 FELT_ UNDERLAYMENT, TYP. (2) 2X6 DOOR HEADER,- TYP. EXT. PTD. WD. DOOR 1 HEAD DETAIL - D101D, D101E, D10113A. D202 & D205 CASING, NOM. 1X6, TYP. 13" = 1'-0" INSULATED TRANSOM GLASS UNITS W/ ANTIQUE (RESTORATION) GLASS TO MATCH WINDOW'S, TYP. PTD. WD. FRAME BEYOND, TYP. T -&-G BOARD AND BATTEN WD. DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4" BATTENS, TYP. STONE RLE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4' PLYWOOD SUBSTRATE, TYP. T ONE PIECE STONE SADDLE TO MATCH STONE TILE, TYP. 3/4" TONGUE -AND -GROOVE WOOD STRIP FLOORING ON 1/2" PLYWOOD SUBSTRATE, TYP. +7'-1 5 i6' AFF 2ND FLR. FIN. FLR. +59.43 \ 15 15 LBS FELT OR BUILDING PAPER, TYP. TRUS JOIST -MACMILLAN: TJI PRO550, TYP. 6 BASE DETAIL - D101 D 3" = 1'-0' PTD. WD. FRAME BEYOND, TYP. T -&-G BOARD AND BATTEN WD. DR. W/ 1-1/4' T -&-G VERT. BOARDS AND 3/4' BATTENS, TYP. 3/4" TONGUE -AND -GROOVE WOOD STRIP FLOORING ON 1/2" PLYWOOD SUBSTRATE, TYP. ONE PIECE SOLD WD. SADDLE TO MATCH WOOD FLOORING, TYP. +7'-1 5 i6' AFF 2ND FLR. FIN. FLR. +59.43 15 LBS FELT OR BUILDING PAPER, TYP. TRUS JOIST -MACMILLAN: TJI PR0550, TYP. 2 BASE DETAIL - D201. D202 & D205 3' = 1'-0" F.T. WD. BLOCKING, TYP. Es GASKETS AT TOP AND SIDES, TYP. PTD. T -&-G STILE AND RAIL WD. DR. W/ FLUSH WD. PANEL 1 O HEAD DETAIL — D100A 3' = V-0" PTD. WD. FRAME BEYOND, TYP, PTD. T -&-G STILE AND RAIL WD. DR. W/ FLUSH WD. PANEL STONE TILE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4' PLYWOOD SUBSTRATE, TYP. - CONCEALED MORTISE - BRUSH WEATHERSTRIP AT DOOR BOTTOM, TYP. ONE PIECE STONE SADDLE TO MATCH STONE TILE, TYP. - 1/4" CHAMFER EDGE, TYP.- +0'-0" .L FIN. FLR. (+52.32') "t DRIP EDGE, TYP. SEALANT AND BACKER ROD, TYP. P.T. WD. FRAMING, TYP. SOLID PTO. HD, WD, FASCIA TYP. CONIC. WALL FTG., TYP. 2X6 CCA SILL, TYP. MTL SHEILD, TYP.- -.1 -2" IFF T.O. WALL FTG. +51.15 1 BAS 3. = TONGUE -AND -GROOVE STRUCTURAL ROOF DECKINGS, PTD, TO MATCH EXISTING, TYP. J BEAD, TYP. 2X8 ROOF RAFTERS 16" O.C. TO MATCH EXISTING, TYP. — CORNER BEAD, TYP. PTD. GWB CLG. DBL, 2X6 TOP PLATE, TYP. VAPOR BARRIER, TYP. GWB W/ CUSTOM PLASTER FINISH, TYP. INT. PTD. WD. DOOR CASING, NON. 1X4, TYP. mechanical consultant, KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 f 631.765.2954 f 631, 6143516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �SSEREe ARCH ��" FV�aai HFA" 'Li 10 JUNE 2005 BUILDING PERMIT SET TC AS NOTED W DOOR DETAILS A403 552 Broadway 6th floor New York NY 10012 Orli i'r. qk t 212 925 9390 t 212 925 9391 w www h,Ibmdarch Dom mechanical consultant, KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 f 631.765.2954 f 631, 6143516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �SSEREe ARCH ��" FV�aai HFA" 'Li 10 JUNE 2005 BUILDING PERMIT SET TC AS NOTED W DOOR DETAILS A403 PTD. T&G WD. WALL PANELING TO MATCH EXISTING, TYP. PTD. T&G WD. WALL PANELING TO MATCH EXISTING, TYP. (2) 2X6 DOOR HEADER, TYP. 3 HEAD DETAIL — D101A 3' = 1'-0" 2 BASE DETAIL — D101A 3" = 1'-0' Dm W r_= WD PTD. OWE (W/ ALT. CUSTOM PLASTER FINISH) BATF INSULATION, TYP VAPOR BARRIER, TYP. INT. PTD. WD. CASING, NON. 10, TYP. DBL. GLAZED PTD. WD. DBL INSWING FRENCH DOOR W/ SIDELITES PTD. WD. FRAME BEYOND, TYP. DBL. GLAZED PTD. WD. INSWING FRENCH DOOR W/ SIDELRES WOOD PLANK FLOORING EXISTING SCREEN PORCH STONE TILE FLOORING ON POLYETHYLENE MEMBRANCE AND 3/4" PLYWOOD SUBSTRATE, TYP. +0'-0" FIN. FLR. +52.32 P.T. WD. FRAMING, TYP. BATT INSULATION BTWN FLOOR JOISTS, TYP. 1/2" COX PLYWOOD, TYP. EXISTING CRAWL SPACE 1 JAMB DETAIL AT DOOR D100D 3" = 1'-0' — YIU. Hu. WU. JIL4 I11'. —.... ... . 552 Broadway 6th floor New York NY 10012 Ell P }�H a'ij p'u'I r`: 01 ;�✓,1 s �+ a ^1 d IS m Ido If t 212 925 939D I 212 925 9391 w www helfandarch com mechanical consultant: KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schotman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �SEREO ARCH �� j''Ge.RE1 HEf/,wA * I , WW . I * mo 10 JUNE 2005 BUILDING PERMIT SET d,..,e, TO AS NOTED W, DOOR DETAILS A404 VAPOR BARRIER, TYP. ICE AND WATER SHEILD 24" MIN. FROM ROOF EDGE, TYP. AR ROOF SHINGLES, PATTERN TO MATCH EXISTING, TYP. 1/2" CDX PLYWOOD, TYP. 3" RIGID INSULATION, TYP. CLEATS 0 12" O.C., TYP. SOLDERED CANT, TYP. CONT. MTL. FLASHING, ttP. ONE PIECE PTD. COPPER APRON AND GUTTER — UNING, SLOPED TO DRAIN, TYP, PTD. MTL. STRAP _ AS REVD, TYP. CONT. PTD. COPPER EDGE STRIP, TYP. c PTD. WD. FASCIA BOARD, TYP. PTD. WD. GUTTER BOX, TYP. CEDAR SHINGLES, PATTERN TO MATCH EXISTING, TYP. 1/2' CDX PLYWOOD TO MATCHING EXISTING AT PORCH EXPANSION, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. CONT. MTL. FLASHING, TYP. (2) 2X6 WINDOW HEADER, TYP. VERIFY EXTERIOR WINDOW CASING DIMENSION IN FIELD TO MATCH EXISTING PRIOR TO FABRICATION, TYP. PTD. COPPER DOWNSPOUT BEYOND, TYP. EXTERIOR WINDOW SCREEN, TYP. DBL GLAZED PTD. DBL. HUNG WD, WINDOW, TYP. PTD. WD. SHUTTER W/ FULL MORTISE OUVE KNUCKLE HINGES. SEE WINDOW SCHEDULE, TYP. PTD. T&G WD. WALL PANELING TO MATCH EXISTING, M. PTD. W.R. GWB, TYP. 1/2' CDX PLYWOOD, TYP, CEDAR SHINGLES, TYP. 4" 4 314" +15'-10" AFF T.O. WALL +68.15 1112" 01011tl11�0 111 �.II 2 5 SECTION DETAIL AT WINDOW HEAD 3" = l'-0" TONGUE—AND—GROOVE STRUCTURAL ROOF DECKINGS, PTD., TYP. VAPOR BARRIER, TYP. 3X10 ROOF RAFTERS ® 32" O.C., TYP, DBL. 2X6 TOP PLATE, TYP. GWB W/ CUSTOM PLASTER FINISH, TYP. INT. PTD. WD, CASING, NOM. 1X4, TYP. PTD. W.R. GWB, TYP. VAPOR BARRIER, TYP. PTD. WD. CASING, 1 x 4 NOM., ttP. PTD. T&G WD. WALL PANELING TO MATCH EXISTING, TYP. (2) 2X6 WINDOW HEADER, TYP VERIFY EXTERIOR WIND(OW CASING DIMENSION IN FIELD TO MATCH EXISTING PRIIOR TO FABRICATION, T)YP. DBL. GLAZED PTD. DBL HUING WD. WINDOW, TYP. 8 SECTION DETAIL AT WINDOW HEAD 3" = 1'-0' PTD. HD. WD. WINDOW SILL TO MATCH EXISTING, TYP. DRIP EDGE, TYP. 2X4 WD. FRAMING, MP. SECTION DETAIL AT WINDOW SILL 3' = V-0' DBL GLAZE=D PTD, WD. DOUBLE HUNG PICTTURE WINDOW, TYP. 4318" 314" PTD. HD. WVD. WINDOW SILL BELOW, TYFP, Jr� F,v. WD CASING, 1X3 NOM., NC PTD. HD. VND. SILL, TYP. 5/8' GIIL 14 3 718" 1 C SECTION DETAIL AT WINDOW JAMB 3' = 1'-0" DBL. GLAZED PTD. g318" 314" DOUBLE LEHIUHIUNG WINDOW, , TYP. VAPOR BARRIER, TYP. PTD. HD. ED. WINDOW SILL IB" 3112" vrn wn Peemm s e. NMI M / BELOW, TY1P. PTD. WD. CASING, 1X3 NOM., TYP. TYPE 30 FELT UNDERLAYMENT, TYP. 1B SECTION DETAIL AT WINDOW JAMB 3' = V -0- PTD. HD. VWD. SILL, TYP. 516" 2112' 14" EXTERIOR (WINDOW 3718" SCREEN, TTYP. INT, PTD. WD. CASING, NON. 1X4, TYP, PTD. HD. WD. WINDOW SILL, TYP EASE EXPOSED EDGE TYP. +2'-6" AFF ,L T.O. SILL PTD, WD. CASING BELOW SILL, TYP. CEDAR SHINGLES, PATTERN TO MATCH EXISTING, TYP. 1/2" CDX PLYWOOD TO MATCHING EXISTING AT PORCH EXPANSION, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. COM. MTL. FLASHING, TYP. (2) 2X6 WINDOW HEADER, TYP. VERIFY EXTERIOR WINDOW CASING DIMENSION IN FIELD TO MATCH EXISTING PRIOR TO FABRICATION, TYP. EXTERIOR WINDOW SCREEN, TYP. DBL. GLAZED PTD. DBL. HUNG WD. WINDOW, TYP, 7 SECTION DETAIL AT WINDOW HEAD 3" = 1'-0' PTD. HD. WD. WINDOW SILL TO MATCH EXISTING, TYP. DRIP EDGE, TYP. COM. MTL. FLASHING, TYP. 2X4 WD. FRAMING TO MATCH EXISTING, TYP. 3 SECTION DETAIL AT WINDOW SILL 3' = 1'-0" INT. FTD. WD. CASING, NON. 1X4, TYP. PTD. HD. WD. WINDOW SILL, TYP. EASE EXPOSED EDGE, TYP. +2'-6" AFF ,L T.O. SILL PTD. WD. (CASING BELOW SILL, TYP. PTD. GWB, TYP. VAPOR BARRIER, TYP. PTD. WD. CASING, 1 x 4 NOM., TYP. FULL MORTISE OLIVE KNUCKLE HINGES, M. PTD. WD. CASING, 1X3 NOM„ TYP. TYPE 30 FELT UNDERLAYMENT, TYP. CEDAR SHINGLES, TYP. 3/4'CDX PLYWOOD, TYP. 1 A SECTION DETAIL AT WINDOW JAMB 3" = V-0- CEDAR SHINGLES, PATTERN TO MATCH EXISTING, TYP. 3/4" CDX PLYWOOD, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. CONT. MTL. FLASHING, TYP. (2) 2X6 WINDOW HEADER, TYP. VERIFY EXTERIOR WINDOW CASING DIMENSION IN FIELD TO MATCH EXISTING PRIOR TO FABRICATION, TYP. DBL. GLAZED PTD. DBL. HUNG WD. WINDOW, TYP. EXTERIOR WINDOW SCREEN, TYP. ALT. PTD. WD. SHUTTER W/ FULL MORTISE OLIVE KNUCKLE HINGES MAY OCCUR. SEE WINDOW SCHEDULE, TYP. PTD. HD. WD. WINDOW SILL TO MATCH EXISTING, TYP. DRIP EDGE, TYP. CONT. MTL. FLASHING, TYP. 2X6 WD. FRAMING, TYP. 6 SECTION DETAIL AT WINDOW HEAD 3" = 1'-0" 2 SECTION DETAIL AT WINDOW SILL &T. PTD. WD. SHUTTER MAY OCCUR. SEE WINDOW SCHEDULE, TYP. 4318" PTD. HO WD. WINDOW SILL BELOW, TYP. IB" 311 EQ. /, E0. EQ. EQ. PTD. HD. WD. SILL, TYP. 518^ 21/2" 14' EXTERIOR WINDOW 3718" SCREEN, TYP. DBL. GLAZED PTD. WD. DOUBLE HUNG WINDOW, TYP. INT. F -D. WD. CASING, NON. 1X4, TYP. PTD. HD. WD. WINDOW SILL, TYP. EASE EXPOSED EDGE, TYP. VARIES L T.O. SILL PTD. WD. CASING BELOW SILL, TYP. 552 Broadway 6th floor New York NY 10012 im r Y'.1 Inti a1 Ir ,.I rl 212 925 9390 1 212 925 9391 w www helfandarch cam mechanical consultant, KOLB MECHANICAL t 631.298 5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hoban Road Southold, NY 11971 1631.765.2954 1631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt, 9A Brooklyn, NY 10201 G\Sti,gED AR01, Qi. +'FG'pET HF(prh fC'•� 0 n� Hr }, on l�TF OF N W yo? ON 10 JUNE 2005 BUILDING PERMIT SET drawn by TC AS NOTED nli\ WINDOW DETAILS ""mm, A405 rim I:.• RA I'I ILN PTD. WD. CASING, 1X3 NOM., TYP. TYPE 30 FELT UNDERLAYMENT, TYP. 1B SECTION DETAIL AT WINDOW JAMB 3' = V -0- PTD. HD. VWD. SILL, TYP. 516" 2112' 14" EXTERIOR (WINDOW 3718" SCREEN, TTYP. INT, PTD. WD. CASING, NON. 1X4, TYP, PTD. HD. WD. WINDOW SILL, TYP EASE EXPOSED EDGE TYP. +2'-6" AFF ,L T.O. SILL PTD, WD. CASING BELOW SILL, TYP. CEDAR SHINGLES, PATTERN TO MATCH EXISTING, TYP. 1/2" CDX PLYWOOD TO MATCHING EXISTING AT PORCH EXPANSION, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. COM. MTL. FLASHING, TYP. (2) 2X6 WINDOW HEADER, TYP. VERIFY EXTERIOR WINDOW CASING DIMENSION IN FIELD TO MATCH EXISTING PRIOR TO FABRICATION, TYP. EXTERIOR WINDOW SCREEN, TYP. DBL. GLAZED PTD. DBL. HUNG WD. WINDOW, TYP, 7 SECTION DETAIL AT WINDOW HEAD 3" = 1'-0' PTD. HD. WD. WINDOW SILL TO MATCH EXISTING, TYP. DRIP EDGE, TYP. COM. MTL. FLASHING, TYP. 2X4 WD. FRAMING TO MATCH EXISTING, TYP. 3 SECTION DETAIL AT WINDOW SILL 3' = 1'-0" INT. FTD. WD. CASING, NON. 1X4, TYP. PTD. HD. WD. WINDOW SILL, TYP. EASE EXPOSED EDGE, TYP. +2'-6" AFF ,L T.O. SILL PTD. WD. (CASING BELOW SILL, TYP. PTD. GWB, TYP. VAPOR BARRIER, TYP. PTD. WD. CASING, 1 x 4 NOM., TYP. FULL MORTISE OLIVE KNUCKLE HINGES, M. PTD. WD. CASING, 1X3 NOM„ TYP. TYPE 30 FELT UNDERLAYMENT, TYP. CEDAR SHINGLES, TYP. 3/4'CDX PLYWOOD, TYP. 1 A SECTION DETAIL AT WINDOW JAMB 3" = V-0- CEDAR SHINGLES, PATTERN TO MATCH EXISTING, TYP. 3/4" CDX PLYWOOD, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. CONT. MTL. FLASHING, TYP. (2) 2X6 WINDOW HEADER, TYP. VERIFY EXTERIOR WINDOW CASING DIMENSION IN FIELD TO MATCH EXISTING PRIOR TO FABRICATION, TYP. DBL. GLAZED PTD. DBL. HUNG WD. WINDOW, TYP. EXTERIOR WINDOW SCREEN, TYP. ALT. PTD. WD. SHUTTER W/ FULL MORTISE OLIVE KNUCKLE HINGES MAY OCCUR. SEE WINDOW SCHEDULE, TYP. PTD. HD. WD. WINDOW SILL TO MATCH EXISTING, TYP. DRIP EDGE, TYP. CONT. MTL. FLASHING, TYP. 2X6 WD. FRAMING, TYP. 6 SECTION DETAIL AT WINDOW HEAD 3" = 1'-0" 2 SECTION DETAIL AT WINDOW SILL &T. PTD. WD. SHUTTER MAY OCCUR. SEE WINDOW SCHEDULE, TYP. 4318" PTD. HO WD. WINDOW SILL BELOW, TYP. IB" 311 EQ. /, E0. EQ. EQ. PTD. HD. WD. SILL, TYP. 518^ 21/2" 14' EXTERIOR WINDOW 3718" SCREEN, TYP. DBL. GLAZED PTD. WD. DOUBLE HUNG WINDOW, TYP. INT. F -D. WD. CASING, NON. 1X4, TYP. PTD. HD. WD. WINDOW SILL, TYP. EASE EXPOSED EDGE, TYP. VARIES L T.O. SILL PTD. WD. CASING BELOW SILL, TYP. 552 Broadway 6th floor New York NY 10012 im r Y'.1 Inti a1 Ir ,.I rl 212 925 9390 1 212 925 9391 w www helfandarch cam mechanical consultant, KOLB MECHANICAL t 631.298 5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hoban Road Southold, NY 11971 1631.765.2954 1631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt, 9A Brooklyn, NY 10201 G\Sti,gED AR01, Qi. +'FG'pET HF(prh fC'•� 0 n� Hr }, on l�TF OF N W yo? ON 10 JUNE 2005 BUILDING PERMIT SET drawn by TC AS NOTED nli\ WINDOW DETAILS ""mm, A405 PTO. T&G WD. PANELING TO MATCH EXISTING, TYP. EXISTING WD. FLOORING TO REMAIN AT SCREEN PORCH AREA TYP. 4 PTD. WD. BASE, TYP. PTD. WD. BASE, TYP STONE TILE FLOORING ON 3/4' STONE TILE FLOORING ON 3/4" PLYWOOD SUBSTRATE PLYWOOD SUBSTRATE BATT INSULATION BETWEEN EXISTING AND NEW FLOOR JOISTS, TYP. " 1/2' COX PLYWOOD AT UNDERSIDE OF FLOOR JOISTS, TYP. I-77 III i . .III -III -III= IIIIIII . ill—III— ' 'IIII III= EXISTING CONC. PIER, TYP. " • III III a _ EXISTING CONIC. FTG, TYP. 7 FOUNDATION DETAIL AT ENTRANCE CORRIDOR 1-1/2" = 1'-0" 1/2" 0 ANCHOR BOLT, 12"L W/ 2" SQUARE PLATE WASHER 4'-0" 0 C CEDAR SHINGLES, PATTERN SQUARE PLATE WASHER 4'-0' TO MATCH EXISTING, TYP. EMBEDDED 7' MIN., VAPOR BARRIER, TYP. PTD. WD. BASE, i 5/8" TYPE % W.R. GWB, PTD., TYP. +0'-0' FIN. FLR. +52.32 R21 BATT INSULATION, TYP. 4" CONC. 3/4" COX PLYWOOD, TYP. MOISTURE BARRIER, +0'-0" 6" PERMEABLE FIN. FUR. +52.32 MIN., i 1/2" COX PLYWOOD AT UNDERSIDE FLOOR JOISTS, TYP. PTD. WD. TRIM, TYP. BATT INSULATION BETWEEN EXISTING PTD. WD. FASCIA BOARD, TYP. AND NEW FLOOR JOISTS, TYP. T.O. WALL FTG. +51.15 TYPE 30 FELT CEDAR SHAKES PATTERN TO UNDERLAYMENT, TYP. MATCH EXISTING, TYP. 2X6 CCA SILL, TVP. 3" RIGID INSULATION, TYP. ii -1'-2" BFF 4-9 1 16" BFF T.O. WALL FTG. +51.15 1/2" COX PLYWOOD, TYP. Mll SHETLD, TYP. ICE AND WATER SHEILD MIN 24" EMBEDDED 7" MIN., TYP. PANT ALL EXPOSEDP. WALL FOOTING FROM EDGE OF ROOF, TYP.-1'-9 1/16- BFF SLAB H.P. +50.56 15 LBS, FELT, TYP. IIIA "o �' -1'-9 748' BFF =111 VIII 1111 GRADE H.P. +50.49 CONIC. FOUNDATION III—III—III . WALL W/ (3) CONT. III=III—III "o #4 RE -BARS, TYP. -III=III-III .. " —III 0' ... " 4„ u w' " CONT. CONC. FTG. W/ (3) CONT. #4 RE -BARS, TYP. 4 6 FOUNDATION DETAIL AT ENTRANCE CORRIDOR 1-1/2" = V-0" R21 BATT INSULATION, TYP. VAPOR BARRIER, TYP. GWB W/ CUSTOM PLASTER FINISH, TYP. CEDAR SHINGLES, TYP. TYPE 30 FELT+0'-0' :{ UNDERLAYMENT, ttP. FIN. FLR. +52.32 � 3/4' CDX PLYWOOD, TYP.77A�)tMl 2210 P.T. WD. FRAMING, TYP. R30 BATT INSULATION, TYP. i SEALANT, TYP. i 2X6 CCA SILL, TYP. IL 4" CONIC. SLAB .i MRL. SHEILD, TYP. T.O. WALL FIG.1 +51.1B5F MOISTURE BARRIER, TYP. 6" PERMEABLE z 1/2' 0 ANCHOR BOLT, SOIL MIN., TYP. 12"L W/ 2" SQUARE PLATE WASHER 4'-0' O.C. -1'-9 1/16" BFF EMBEDDED 7' MIN., TYP. SLAB H.P. +50.56 ' o -1'-9 7/8" BFF PANT ALL EXPOSED GRADE H.P. +50.49 WALL FOOTING 2 -1 1 16 BFF L.P LAB .P. +50.23 L -2'-5" TIFF S" P'�i�3'-(,7`x GRADE LP. +49.9 _11 =III—III-III— - III IIII —III{ CONC. FOUNDATION III a'o WALL W/ (3) CONT. illV =g —III #4 RE -BARS, TYP. III. III IIIIIIII IIS III . EXTERIOR WALL 1111 II INSULATION, TYP. o , o o'" CONT. CONC. FTG. W/ (3) CONT, 04 RE -BARS, TYP. 5 C � 3 FOUNDATION DETAIL AT ENTRANCE HALL 100 & STAIR HALL 101 PTD. WD. BASE, TYP. STONE TILE FLOORING ON 3/4" PLYWOOD SUBSTRATE SEALANT, TYP. P.T. WD. FRAMING, TYP. MOISTURE BARRIER,'iYP�'. 6" PERMEABLE SOIL MIN., TYP. TONGUE -AND -GROOVE STRUCTURAL ROOF DECKING, PTD., TYP. 3X10 ROOF RAFTERS, TYP. DBL TOP PLATE, TYP. GWB W/ CUSTOM PLASTER FINISH, TYP. BATT INSULATION, TYP. VAPOR BARRIER, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. CEDAR SHINGLES PATTERN TO MATCH EXISTING, TYP. 3/4" COX PLYWOOD, TYP 5 SECTION DETAIL 1-1/2. _ 1,-0„ N4 112" CEDAR SHINGLES, SQUARE PLATE WASHER 4'-0' TIP. EMBEDDED 7' MIN., — VAPOR BARRIER, TYP. PTD. WD. BASE, — GWB W/ CUSTOM PLASTER +0'-0' FIN. FLR. +52.32 FINISH, TYP. 4" CONC. — R21 BATT INSULATION, TYP. MOISTURE BARRIER, — 3/4" COX PLYWOOD, TYP. 6" PERMEABLE TYPE 30 FELT MIN., UNDERLAYMENT, TYP. DBL. 2X6 CCA SILLS, TYP. 5/8" TYPE X W.R. GWB, PTO., TYP. MTL. SHEILD, TYP. -1'-2' BFF IL ✓, T.O. WALL FTG. +51.15 1/2' 0 ANCHOR BOLT, t ? 12"L W/ 2" SQUARE 212 PLATE WASHER 4'-0" O.C. 3/4" COX PLYWOOD, TYP. TYPE 30 FELT EMBEDDED 7" MIN., TYP.SLAB 4-9 1 16" BFF H.P. +50.56 -1'-9 7 8" BFF PAINT ALL EXPOSED GRADE H.P. +50.49 WALL FOOTING Is -2'-1 1/16' BFF 2X6 CCA SILL, TYP. SLAB L.P. +50.23'] - - ---------------- -2 5 BFF GRADE L.P. +49.9 t+_ CONC. FOUNDATION WALL W/ (3) CONT. #4 RE -BARS, TYP. EXTERIOR WALL �. INSULATION, TYP. CONT. CONC. FTG. W/ (3) CONT. #4 RE -BARS, TYP. 1'4' 2 FOUNDATION DETAIL AT STAIR HALL 101 1-1/2" = 1'-0" 4 SECTION DETAIL 1-1/2' = 1'-0- 1/2" 0 ANCHOR BOLT, 121 Wf/ 2" SQUARE PLATE WASHER 4'-0' O.C. EMBEDDED 7' MIN., TYP. PTD. WD. BASE, TYP. SEALANT, TYP. 4" CONC. SLAB MOISTURE BARRIER, TYP. 6" PERMEABLE SOIL MIN., TYP. CEDAR SHINGLES PATTERN TO MATCH EXISTING, TYP. VAPOR BARRIER, TYP. OWE W/ CUSTOM PLASTER FINISH, TYP. BATT INSULATION, TYP. 3/4" COX PLYWOOD, TYP. TYPE 30 FELT UNDERLAYMENT, TYP. +T-1 5 1 6" AFF 2ND FUR. FIN. FIR. +59.43 730 BATT INSULATION, TYP. TRUS JOIST -MACMILLAN: TJI PR0550 0 16" O.C., TYP. { CEDAR SHINGLES, PATTERN +5'1 12. AFF FIN. RIG. +58.28 2112 PAINT ALL EXPOSED WALL FOOTING -- --------------------------------- --- I � III=III— VIII � CONIC. FOUNDATION (IIII III WAL W/ (3) COM. #4 RE -BARS, TYP. =III (IIII . EXTERIOR WALL INSULATION TYP. 111111 —r QL 4„ a°0, ° p p " " CONT. CONIC. FTG. W/ (3) CONT. #4 RE -BARS, TYP.1'4" 1 FOUNDATION IDETAIL AT GARAGE 102 & POTTING SHED / STORAGE 103 1-1/2' = V-0" -1 -9 1 16 BFF SLAB H.P. -1'-9 TO MATCH EXISTING, TYP.VAPOR 6th floor GRADE H.P. -2'-1 1/16* +50.49 BFF SLAB L.P. +50.23 -2'-5" BFF ,L BARRIER, TYP. lira E;i FIN. FLR. +52.32 Ei 5/8" TYPE X W.R. GWB, PTO., TYP. ✓, R21 BATT INSULATION, TYP. t 212 3/4" COX PLYWOOD, TYP. TYPE 30 FELT 9390 f 212 925 UNDERLAYMENT, TYP. 9391 Is www 2X6 CCA SILL, TYP. helfandarch cum mechanical consultant: MTL SHEILD, TYP. -1'-2" BFF KOLB MECHANICAL t 631.298.5527 structural engineer: T.O. WALL FTG. +51.15 EMBEDDED CONT. P.T. 1725 Hobart Road " M 10 WD. BLOCKING IN f 631.614.3516 i 7 CONC. WALL FTG., TYP. 2112 PAINT ALL EXPOSED WALL FOOTING -- --------------------------------- --- I � III=III— VIII � CONIC. FOUNDATION (IIII III WAL W/ (3) COM. #4 RE -BARS, TYP. =III (IIII . EXTERIOR WALL INSULATION TYP. 111111 —r QL 4„ a°0, ° p p " " CONT. CONIC. FTG. W/ (3) CONT. #4 RE -BARS, TYP.1'4" 1 FOUNDATION IDETAIL AT GARAGE 102 & POTTING SHED / STORAGE 103 1-1/2' = V-0" -1 -9 1 16 BFF SLAB H.P. -1'-9 +50.56 7 8" BFF 6th floor GRADE H.P. -2'-1 1/16* +50.49 BFF SLAB L.P. +50.23 -2'-5" BFF ,L GRADE L.P. (+49.9 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Klm 160 Henry Street, Apt, 9A Brooklyn, NY 10201 0\ RED ARC6,7l 1% Is HEIS G fCl ~r n ono .H T�Tf OF NEd4''t�0 . 10 JUNE 2005 BUILDING PERMIT SET a,a"n av TG AS NOTED min WALL SECTIONS / ELEVATIONS & PLAN DETAILS umbo, A500 552 Broadway 6th floor New York NY 10012 lira E;i Ei t 212 925 9390 f 212 925 9391 Is www helfandarch cum mechanical consultant: KOLB MECHANICAL t 631.298.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 t 631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Klm 160 Henry Street, Apt, 9A Brooklyn, NY 10201 0\ RED ARC6,7l 1% Is HEIS G fCl ~r n ono .H T�Tf OF NEd4''t�0 . 10 JUNE 2005 BUILDING PERMIT SET a,a"n av TG AS NOTED min WALL SECTIONS / ELEVATIONS & PLAN DETAILS umbo, A500 6 7 HANDRAIL PROFILE HALF 3/4" PTD. T&G WD. 1-1/4" X 1-1/4" WALL PANELING, SOLID WD. BALUSTER WIDTHS VARY, TYP. 3/4" SOLD WD. TREAD, TREAD RETURN, TYP. STAIN TO MATCH WD. SOLID WD. BALUSTER FLOOR FINISH, TYP. DOVETAILED TO TREAD, TYP. WD. BLOCKING, TYP SOLID WD. FACE WD. BLOCKING, TYP. STRINGER STAINED TO MATCH WD. FLOOR FINISH, TYP. CARRIAGE, TYP. 2X4 WD. FRAMING, TYP. 5 STAIR SECTION DETAIL D' FIN. FLR. +52.32 GWB W/ CUSTOM PLASTER FINISH, TYP. CARRIAGE, TYP. 1-1/4" X 1-1/4" PTD. SOLID WD. BALUSTER _ PROFILE TO MATCH EXISTING, TYP. PTD. SOLID WD, PIN NEWEL _ PROFILE TO MATCH EXISTING, TYP. 3/4" TONGUE—AND—GROOVE WOOD_ FLOORING W/ CUSTOM STAIN, TYP. SOLID WD LANDING TREAD AT TOP OF STAIR, FINISH TO MATCH TYP. - STAIR TREAD & FLOOR J. T-9 3/4" AFF Y 2ND FLR. FIN. FUR. +60.137 SOLID WD. RISER, STAIN TO _ MATCH FLOOR FINISH, TYP. SOLID WD. TR ST TO _ MATCH FLOOR FINISjI, TYP. SHIM CARRIAGE AS REQ'D FOR EQUAL RISER HEIGHT, TYP. CONT. b' RADIUS EDGE, TYP. 2 STAIR SECTION 3" = 1'-0" it z 6 GUARDRAIL ELEVATION 1" = 1'-0" 4 STAIR PLAN DETAIL 3" = V—O" CARRIAGE, TYP. 3/4' PTD. T&G WD. WALL PANELING, WIDTHS VARY, TYP. 2X4 WD. FRAMING, TYP. SOLID WD. FACE STRINGER STAINED TO MATCH WD. FLOOR FINISH, TYP. CARRIAGE, TYP. WD. BLOCKING, TYP. III i .____________________j 1-1/4" X 1-1/4' SOLID WD. BALUSTER TREAD RETURN, TYP. ---------------------------- G T -1 — ------ _ ALIGN 11-7/8" MICROLAM STAIR HEADER BEAM BLOCKING BTWN. CARRIAGES, TYP. PTD. GWB, TYP. CARRIAGE, TYP. EL SOLID 0 )ING 'CH aarmlq:aar_n,1 1 PLAN — 1' = 1'-0' 552 Broadway 6th floor Now York NY 10012 1� t Stir .i(i Il.n•. t 212 925 9390 f 212 925 9391 w www helfandarch cam mechanical consultant. KOLB MECHANICAL 1631.298.5527 structural engineer. JOSEPH RSCHETTI, PE 1725 Hoban Road Southold, NY 11971 1631,765 2954 1631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 Q� �PPGp0.Fi HFlF,H f�, e 6 nakJ �, 0119 P �T£ OF Nc' 4� nmo 10 JUNE 2005 BUILDING PERMIT SET NOwnhy TO AS NOTED 11 STAIR DETAILS nomem A510 3i 5-1/2" X 3/4" SOLID QUATERSAWN OAK MOULDING WITH ROUTED BACK, PTD 5/8"0 ROUND, PTD 10 DETAIL - INT DOOR & WINDOW MOLDING, TYP. HALF SCALE p \ ,n 114 SOLID WESTERN RED / PTD. GWB CEDAR MOLDINGS BY DYKE, PTD. 3/8" TH. STONE TILE THINSEr ON SCHLUTER-DITRA UNDERLAYMENT "-'THINSET ON 3/4" PLYWOOD 5-1/2' X �" SOLID ��� SUBFLOOR, NP. WESTERN RED OAK MOULDING WITH ROUTED WATERPROOF MEMBRANE, TYP. BACK, PTD PTD. WD. BASEBOARD, TYP. 5/8'0 ROUND, PTD /�, \ 3/4" TH. FLUSH STONE TREAD, TYP. 110. y„ 911 h .. 518" 114" 112" 314" 1 J2" 11 DETAIL - EXT DOOR & WINDOW MOLDING, TYP. HALF SCALE 5/8"0 ROUND, PTD 5-1/2' X -" SOLID QUATERSAWN OAK MOULDING WITH ROUTED BACK, PTO 9 DETAIL - BASE MOLDING, TYP. HALF SCALE PROVIDE CENTRAL STAIR CARRIAGE AT MID SPAN FOR ADDITIONAL SUPPORT P.T. WD. FRAMING, TYP. 4' SLAB ON GRADE DETAILS ® STONE STAIRS 31" = 1'-0' 6 PLAN DETAIL - SINK ® STORAGE/POTTING SHED 103 1-1/2" = 1'-0" SCRIBE EDGES TO WALL TYP.— (1) LAYER (!" TH. PAINT GRADE_ VENEER PLYWOOD LAMINATED, PTD. WD. BLOCKING, TYP.— +6' T.O. SHELF VERIFY HANGING ROD MOUNTING LOCATION WITH CENTRAL BRACKET SOLID HD. WD. SUPPORT ALL AROUND, PTD. 3 X 2-4 SOLID WD. EDGE SECURELY FASTEN TO WD. STUDS, TYP. PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) 4 SECTION - SHELF ® COAT CLOSET 202 1-1/2" = 1'-0' SCRIBE EDGES TO WALL, TYP. - (1) LAYER �' TH. PAINT GRADE_ VENEER PLYWOOD LAMINATED, PTD. CONT. V -GROOVE JOINT, TYP. - EASE ALL EXPOSED EDG�ES,'FTYP.- T.0, " T.O. SHELLF M 2 X 3 SOLID WD. EDGE, I PTD. WD. BLOCKING, TYP. SOLID HD, WD. SUPPORTALL AROUND, I PTD. VERIFY HANGING ROD MOUN'ITING LOCATION WITH CENTRAL BRACCKET 2 X 2-4 SOLID WD. EDGE SECUFRELY FASTEN TO WD. STUDS, TYP. PFD. GW8 (W/ ALT. CUSTOM PLASTER FINNISH) 3/4" TH. STONE RISER, TYP. 1/8" CONT. CHAMFERED EDGE, TYP. 3/8" TH. STONE TILE THINSEF ON SCHLUTER—DITRA UNDERLAYMENT THINSEr ON 3/4" PLYWOOD SUBFLOOR, TYP. 0 0 7 DETAILS ® COLLAR TIES 3' = 1'-0" 552 Broadway 6th floor FAUCEF 4 NY 10012 u 14 GA. STAINLESS Y STEEL COUNTERTOP W/ _ II --------------------------------------------------- r " ___________ ------------------------------------------ INTEGRAL 10" DEEP SINK, DRAINBOARD, .AND _- HANGING j - BACKSPLASH ROD � '4 J U EQ. 3" LINE OF (i) STAINLESS 7'-1 118" V.I.F. STEEL OVERHEAD SHIELF \ ABV. FINISH TO MATCH COUNTER, TYP. C SINK EQ. EQ. 6 PLAN DETAIL - SINK ® STORAGE/POTTING SHED 103 1-1/2" = 1'-0" SCRIBE EDGES TO WALL TYP.— (1) LAYER (!" TH. PAINT GRADE_ VENEER PLYWOOD LAMINATED, PTD. WD. BLOCKING, TYP.— +6' T.O. SHELF VERIFY HANGING ROD MOUNTING LOCATION WITH CENTRAL BRACKET SOLID HD. WD. SUPPORT ALL AROUND, PTD. 3 X 2-4 SOLID WD. EDGE SECURELY FASTEN TO WD. STUDS, TYP. PTD. GWB (W/ ALT. CUSTOM PLASTER FINISH) 4 SECTION - SHELF ® COAT CLOSET 202 1-1/2" = 1'-0' SCRIBE EDGES TO WALL, TYP. - (1) LAYER �' TH. PAINT GRADE_ VENEER PLYWOOD LAMINATED, PTD. CONT. V -GROOVE JOINT, TYP. - EASE ALL EXPOSED EDG�ES,'FTYP.- T.0, " T.O. SHELLF M 2 X 3 SOLID WD. EDGE, I PTD. WD. BLOCKING, TYP. SOLID HD, WD. SUPPORTALL AROUND, I PTD. VERIFY HANGING ROD MOUN'ITING LOCATION WITH CENTRAL BRACCKET 2 X 2-4 SOLID WD. EDGE SECUFRELY FASTEN TO WD. STUDS, TYP. PFD. GW8 (W/ ALT. CUSTOM PLASTER FINNISH) 3/4" TH. STONE RISER, TYP. 1/8" CONT. CHAMFERED EDGE, TYP. 3/8" TH. STONE TILE THINSEF ON SCHLUTER—DITRA UNDERLAYMENT THINSEr ON 3/4" PLYWOOD SUBFLOOR, TYP. 0 0 7 DETAILS ® COLLAR TIES 3' = 1'-0" 5 RCP - SHELF ® CLOSET 202 3 SECTION - SHELF ® CLOSET 202 1-1//2' = 1'-0" 0 WD. BLOCKING, TYP. 314"312" 314" 4114" 3/4" THK. PTD. WD. ADJ. SHELVES, TYP. 3/4" THK. PTD. T—&—G WOOD PLANK WALL PANEUNGS. BOARD WIDTHS VARY, TYP. 3/4" 1, 3112" 1 14" 5" 2 PLAN DETAIL - BOOKCASE ® LIVING ROOM 201 1-1/2' = 1'-0' 4 A520 3/4' THK. PTD. WD. COUNTERTOP W/ 1/16" BEVELED EDGES ALL AROUND, TYP. ALIGN TO OF BOOKCASE W/ TOP OF STAIR GUARD RAIL +0'� FlN. FLIT. 3/4" THK. PTD. T—&—G WOOD PLANK WALL PANELINGS. BOARD WIDTHS VARY, TYP. 3/4' THK. PTD. WD. ADJ. SHELVES, TYP. HOLES FOR SHELF SUPPORT PINS, TYP. T—&—G WOOD PLANK FLOORING ON PLYWOOD SUBFLOOR, TYP. PTD. SOLID HD. WD. TOEKICK TO MATCH BASEBOARD, TYP. +a2NU FLR,Y 1 SECTION DETAIL - BOOKCASE ® LIVING ROOM 201 1-1/2" = V-0" 552 Broadway 6th floor i 4 NY 10012 u Y _ II --------------------------------------------------- r " ___________ ------------------------------------------ _____ _- HANGING - ROD � J 3" EQ. 3" EQ, T 7'-1 118" V.I.F. 5 RCP - SHELF ® CLOSET 202 3 SECTION - SHELF ® CLOSET 202 1-1//2' = 1'-0" 0 WD. BLOCKING, TYP. 314"312" 314" 4114" 3/4" THK. PTD. WD. ADJ. SHELVES, TYP. 3/4" THK. PTD. T—&—G WOOD PLANK WALL PANEUNGS. BOARD WIDTHS VARY, TYP. 3/4" 1, 3112" 1 14" 5" 2 PLAN DETAIL - BOOKCASE ® LIVING ROOM 201 1-1/2' = 1'-0' 4 A520 3/4' THK. PTD. WD. COUNTERTOP W/ 1/16" BEVELED EDGES ALL AROUND, TYP. ALIGN TO OF BOOKCASE W/ TOP OF STAIR GUARD RAIL +0'� FlN. FLIT. 3/4" THK. PTD. T—&—G WOOD PLANK WALL PANELINGS. BOARD WIDTHS VARY, TYP. 3/4' THK. PTD. WD. ADJ. SHELVES, TYP. HOLES FOR SHELF SUPPORT PINS, TYP. T—&—G WOOD PLANK FLOORING ON PLYWOOD SUBFLOOR, TYP. PTD. SOLID HD. WD. TOEKICK TO MATCH BASEBOARD, TYP. +a2NU FLR,Y 1 SECTION DETAIL - BOOKCASE ® LIVING ROOM 201 1-1/2" = V-0" 212 925 9390 212 925 9391 w www helfandarch corn mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural en9lneer. JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631765.2954 1631,614 3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Km 160 Henry Street, Apt. 9A Brooklyn, NY 10201 G\SZE0 ARCH HF( 4 �O V -f 1 01 4 ?> nnl. 10 JUNE 2005 BUILDING PERMIT SET mwnuy TC AS NOTED W. INTERIOR DETAILS A520 552 Broadway 6th floor New York NY 10012 u 212 925 9390 212 925 9391 w www helfandarch corn mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural en9lneer. JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631765.2954 1631,614 3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Km 160 Henry Street, Apt. 9A Brooklyn, NY 10201 G\SZE0 ARCH HF( 4 �O V -f 1 01 4 ?> nnl. 10 JUNE 2005 BUILDING PERMIT SET mwnuy TC AS NOTED W. INTERIOR DETAILS A520 GENERAL r1TMATTC AND GEOGRAPHIC DESIGN CRITERIA GR GU N➢ SNOW WIN➢ SPEED SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER DESIGN ICESHIELD UNDERLAYMENT FLOOD HAZARDS LOAD (MPH) CATEGORY 50 PSF DEPTH 40 PSF CEILING (NO STORAGE) TEMP, REQUIRED 60 PSF 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TQ ll NONE - EACH FACE OVER PARTITION WFCM - SBC LAP TO HEAVY MGDERATE AS PER TABLE 3,4 EACH FACE THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED TO MEET THE MINIMUM LIVE LOAD CRITERIA BELOW, REFER TO SECT, R301,4 / R3015 OF N,Y,S, RESIDENTIAL CONSTRUCTION CODE USE LIVE LOAD USE LIVE LOAD ALL ROOMS (EXCEPT SLEEPING ROOM 40 PSF DECKS / PORCHES 0 PSF 40_F_ GAURDRAILS &HANDRAILS 200 lbs, IN any direction SLEEPING ROOMS 30 PSF PASSENGER GARAGE 50 PSF STAIRS 40 PSF CEILING (NO STORAGE) 10 PSF EXTERIOR BALCONIES 60 PSF ROOF 45 PSF SNOW LD EACH FACE ASSEMBLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE, REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REQUIREMENTS: SSTD 10-99 Standard for Hurricane Resistant Construction 7-02 (REVISED FROM 7-98) Minimum Design Loads for Buildings and Other Structures GENERAL C❑NSTRUCTI❑N NOTES: 1, The Information on this set of construction documents is related to basic design Intent and framing details. They are Intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes, The General Contractor Is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product, 2. The General Contractor Is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc, These codes are to be considered as part of the specifications for this building and should be adhered to even If they are In variance with the plan. 3. Dimensions shall take precedent over scale drawings (do not scale drawings), 4, The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs In connection with the work. There are no warranties for a specific use expressed or Implied In the use of these plans. 5. Refer to floor plans, exterior elevations, and window e, exterior door schedule for types and sizes of windows and exterior doors, 6.General Contractor Is to ensure that masonry and fireplace construction meets or exceeds all manufacturers specifications and appllcable codes. 7. General Contractor to consult and coordinate with the owner for all bullt In Items such as bookcases, shelving, pantry, closets, trim, etc. 8. Wind load required connections shall be taken Into account during construction, The wind protection page should be reviewed prior to starting, GENERAL F❑UNDATI❑N NOTES 1, General Contractor & Mason to review plans, elevations and details to determine Intended heights of finished floor(s) above typical grade. 2, All footing to rest on undisturbed (virgin) soil. 3. Provide 1/2' expansion Joint material between concrete slabs and abutting concrete or masonry walls occuring In exterior or unheated Interior areas, as needed, 4. Any new concrete walls being attached to existing (If any) concrete structure to be Installed with #4 re -bar, 18' long @ 12' O.C. Use approved epoxy for Installation. 5, Unless otherwise noted, all Interior slabs on grade to be 2500 psl,concrete Exterior slabs on grade to be 3500 psi concrete sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs to be placed on 6 mil, polyethylene vapor barrier, Foundation Slab to be a minimum of 3-1/2' thick. 6. Provide crawl space with one 8x16 cast Iron foundation vent for every 150 square feet of area. 7. Provide minimum 18'x24' access opening to crawl space area. 8, Dampproof exterior of foundation with bituminous coating as per section R406 of N,Y,S. code, A 6 -mil polyethylene film shall be applied over the below grade portion of exterior foundation walls prior to backfllling. 9, Drainage to be provided as per section R405 of N,Y,S, residential code C❑NSTRUCTI❑N N❑TES NAILING SCHEDULE AS PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, WOOD FRAME C13NSTR2UCTION MANUAL, ALL NAIL SPACING IS BASED AT 16' O,C, SPACING, ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE WOOD FRAMING MANUAL FOR PROPER APPLICATION RMF FRAMTNGI nnnr c1 IrATLITAIr, TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR WIND LGADSI JOINT DESCRIPTION QTY. NAIL NOTES NOTES TGP PLATE TD SPACING COMMON RAFTER TO 8' WALL, 3-8d COMMON EACH TOE -NAI TOP PLATE 10' WALL, 4-8d COMMON RAFTER TOP PLATES AT TD TOP PLATE J - c P 10' WALL, 4-8d COMMON CH JOIST TOE -NAI INTERSECTIONS q R T BLE 3J EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEIL AS PER TABLE 3J EACH FACE OVER PARTITION WFCM - SBC LAP NAIL 16d COMMON AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SBC END NAIL TOP OR BOTTOM 2 - Bd COMMON EACH TOE TO RAFTER PLATE TO STUD END NAIL ITER 2x6 STU 2 - 16d COMMON EACH END TO RAFTER PER END NAIL WALL FRAMING: JOINT DESCRIPTION QTV NAIL SPACING NOTES TGP PLATE TD 2 - 16d COMMON PER FACE NAIL TOP PLATE JOIST TO, WALLBOARD FOOT SEE NDi TOP PLATES AT q _ l6d COMMEN JOINTS FACE INTERSECTIONS JOIST NAIL EA. SIDE NAIL STUD TO 2 - 16d COMMEN 24' FACE STUD B 4-O,C. ed COMMON B O.C. NAIL HEADER TO 16d COMMON 16' O.C, FACE HEADER EACH TOE ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMM ITER 2x4 STU END PLATE TO STUD 3 - 16d COMM ITER 2x6 STU NAIL BOTTOM PLATE TU, SILL OR TOP PLATE PER FACE NAIL FLOOR JOIST, BAND JOI ,- 16d COMM N FOOT SEE NOTE, 1, END JOIST OR BLOCKIN NEACH FALL TO BEAM FLOOR FRAMING: )DINT DESCRIPTION QTY. AIL QTY NAIL NOTES QTY SPACING NOTES STRUCTURAL PANEL SPACING AS PER LE 3.8 JOIST TO, WALLBOARD Bd COMMON PER TOE SILL, TOP PLATE OR GIRLL4R G' O.C. FIELD 8 6'11,C, GYPSUM JOIST NAIL BRIDGING 2 - Bd COMMO EACH TOE TO JOIST Bd COMMON B 4-O,C. ed COMMON B EN ➢ NAIL HLQCKING 2 - ed COMMO EACH TOE TO JOIST END NAIL BLOCKING TO, 3 - 16d COMM NEACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 - 16d COMM NEACH FALL TO BEAM JOIST NAIL JOIST DN LEDGER 3 - Bd COMMONPER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMM PER END TO JOIST JOIST NAIL BAND JOIST TO, 2 - 16d COMM N PER TOE NAIL SEE NOTE, SILL OR TOP PLATE FOOT GENERAL FRAMING NOTES 1, Unless otherwise noted„ all framing material to be #2+HTR. Doug Fir, 2, Floors, walls, ceilings ar,nd rafters to be 16' O,C, unless otherwise noted, Provide fire -blocking where applicable, 3, Unless otherwise notedl, all bearing wall headers to be min, 2 -ply 2xto,eated lumber, All headers to have adegyuate bearing on each end or as specified. 4, All flush beams / head(ers to be Installed with heavy duty galvanized hangers. Provide Galvanized Hangers and anchors where applicable to all Joists connected to beams 5. Double up floor Joist uunder walls that run parallel to floor Joist and under bathtubs. Floors geetting ceramic the shall be verified for load capacity. 6, Provide blocking / bridgging In floor Joists @ 8' O,C., Use solid blocking In floor foists under all :bearing walls. 7, Provide Insulation bafflles at eave vents between rafters. Install draft blocking B, Unless otherwise notedl, Roof and Walls to have a min, 4 -ply 1/2' Fltsnebors, exterior sheathing grade plywood, Plywood to cover over plates and headers. 9, Unless otherwise notedl, 3/4' T&G Fir or Advantech plywood to be adhered to Joist w/ PL400 adheslvre and screwed to floor Joists for sub flooring. Finished floor to be Installed overr as per manufacturers Instructions, 10, All bathroom walls to Ihave 1/2' moisture resistant sheetrock. Garage Walls and ceilings to have 5/9' Type -X sheetrock. Unless otherwise noted, rest of building to have 1/2' regular sheetrock. All sheetrock to be taped and finished, 11. All roofs with a pitch of less that 442 shall be Installed with Ice & Water Barrier or approved equal, 12. Sill plates to be prestsure treated. Use with sill gasket and cap-rs #IrW permitted, approved equal termite sthleld, Plates to be anchored to foundation witl a minimum 1/2' dla.x7' long aknchor bolts @ 6' O.C. and w/I 1' of ends and corners. CEILING SHEATHING, )DINT DESCRIP TID QTY. All NOTE JOINT DESCRIPTIO QTY SPACING NOTES STRUCTURAL PANEL 8d AS PER LE 3.8 44' EDGE ZONE WALLBOARD 6d COMMON WFCM - SBC 6' O.C, CEILING SHEATHING, )DINT DESCRIP TID QTY. SPACING NOTE STRUCTURAL Bd COMMON SPACIAIL NG EDGES GYPSUM Sd COOLER T U. EDGE 44' EDGE ZONE WALLBOARD 6d COMMON 10' O,C ,FIELD 6' O.C, WALL SHEATHING: JOINT DESCRIPTIO qTY, SPACING NOTES STRUCTURAL Bd COMMON AS PER TABLE 3.9 EDGES PANELS PANEL FIE WFCM - SBC 44' EDGE ZONE 7/16' OSB 6d COMMON 3' D.O EDGE 6' O.C, PLYWOOD INTERIOR ZONE G' O.C. FIELD 8 6'11,C, GYPSUM 5d COOLER 7' OC, EDGE INJTERIOR ZONE WALLBOARD Bd COMMON 8 10' Oc , FIELD OL. FLOOR SHEATHING: JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL SBd COMMON 6' O.L, E➢GE EDGES 1' OR LESS PANEL FIE -D 44' EDGE ZONE SHEATHING LOCATION: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES all AT PANEL EDGES SUPPORTS IN THE PANEL FIE -D 44' EDGE ZONE 8 CMM VO.C. Bd COMMON B 6' O.C, SEE NOTES 1,3 INTERIOR ZONE 8d COMMON 8 6'11,C, ad COMMON P 12' O.C. SEE NOTE& 1 ( BOTH FIELDS) INJTERIOR ZONE 8d COMMON B 6' O„ Bd COMMON 8 12. OL. NOTE, 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON B 4-O,C. ed COMMON B 4' O.C. SEE NOTES, 1,3 NOTES THESE NOTES ARE', ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1), For roof sheoathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, the 4 foot perimieter edge zone attachments required shall be used. 2), Tabulated 12 Inch a.c, nail spacing assumes sheathing attached to rafter / truss Framing members with G>0.49, For framing members with <0,42<G<0,49, the nail spacing shall be reduced to 6 Inches o.c, 3). Tabulated 4 Irnch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0,49, For framing members with 0,42<G<0,49, the nail spacing shall be reduced to 3 Inches ac. NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1), Nailing requirements are based on wall sheathing nailed 6' on -center at the panel edge, If wall sheathing Is nailed 3' on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall he doubled, or alternate connectors, such as shear plates, shall be used to maintain load path, 2). When wall sheathing is continuous over connected members,the tabulated number of nails shalt be permitted to be reduced tol - 16d nail per foot, GENERAL DECK & PORCH NOTES 1, Unless otherwise noted, all framing material to be #1 ACQ pressure 2. Girders for floor Joists to be min, 2 -ply 2x10 unless otherwise noted. Girders shall be either bolted to posts w/ 1/2' dla. galy, bolts or anchored onto concrete pier, 3. Joists to have blocking @ 8' O.0 4, All ledgers attached to house to have a flashing barrier, lapping behind the siding, between the house and ledger, Ledger shall be bolted to bullding with 1/2' dia, Galvanized bolts, 5. All footing for posts and piers to be 4' below grade, Piers shall extend a minimum of 6' above grade. 6, AU framing material to have appropriate galvanized hangers and GENERAL PLUMBING NOTES 1, All water supply, drainage and venting to be as per N,Y,S. Residential Construction Code 2, Verify septic system with Engineer for Suffolk County Health Department approval, 3, If wall studs, plates or Joists are cut out during Installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure, Verify with the state code and manufacturers recommendation for maximum hole size and TAIBLE 3,9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEAITHING LDCATION NAIL SPACING A G AT INTERMEDIA E NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIE D 44' EDGE ZONE ed COMMON B 6. O,. Bd COMMON 8 12' OC, SEE NOTES, 1, 3 ( BOTH FIELDS) NOTE, 2 FOR PANEL FIELD INJTERIOR ZONE 8d COMMON B 6' O„ Bd COMMON 8 12. OL. SEE NOTE, 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used, 2). Tabulated 12 Inch ac, nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0,42<G<, the nail spacings shalt be reduced to 6 Inches o.c, 3), :For exterior panel siding, galvinlzed box nails shall be permitted to be substituted for common nails, GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor Is responsible for adhering to all appdcable candes and safety requirements. 2„ HVAC subcontractor Is to fully coordinate all system data and requirements wllth the equipment supplier. 3., HVAC subcontractor to provide final system layout drawing and submit It to Gesneral Contractor, owner and equipment supplier for finial review and approval, GENERAL ELECTRICAL NOTES 1, All electrical to be as per N,Y,S, Residential Construction Code 2.. All electrical work shall be underwriters approved, 3„ Smoke detectors to be located throughout as per Section R317 of N.,Y,S, Residential Construction Code, Prove a minimum of 1 Carbon Monoxide Detector In building, 552 Broadway 6th floor New York NY 10012 0 �r � 14a I ,yI 10 It; +i 0 FII �.il; 1,r v Vii 171 212 925 9390 t 212 925 9391 W www helfandarch com mechanical consultant: KOLB MECHANICAL t 631,296.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hoban Road Southold, NY 11971 t 631.765,2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetmes and Coco Who 160 Henry Street, Apt, 9A Brooklyn, NY 10201 10 JUNE 2005 BUILDING PERMIT SET d.. nx JF nk AS NOTED nl. GENERAL CONSTRUCTION NOTES -b.' S-1 RIDGE STRAPPING FOR 16" O.C, RAFTERS ROOF ROOF CONNECTION PITCH SPAN CAPACITY (plf) 16" OC 12' 644 526 lbs, 16' 858 3,12 20' 1073 504 24' 1287 6 12' 508 826 lbs, 16' 678 2' q770 p 20 847 4112 24' 1017 7 28' 1186 14' 32' 1357 STRAP TIE 12' 392 PLATE AND STUD, (6) 166 COMMON NAILS EACH 16' 523 STRAP TIE 20' 653 5112 24' 783 FLAT STRAP 28' 915 T30981270 32' 1045 FLAT STRAP 36' 1176 10' 12' 351 16' 468 20' 585 6112 24' 702 16' 28' 819 32' 936 254 36' 1053 1540 12' 326 6' 16' 435 7112 20' 544 - 24' 652 12,12 28' 761 12' 32' 870 36' 979 HEADER GIRDER CONNECTIONS, PRESCRIPTIVE DESIGN REQUIREMENTS WOOD FRAME CONSTRUCTION WITH 16" O.C. UNLESS OTHERWISE NOTED. RAKE OVERHANG OUTLOOK CONNECTIONS RAFTER UPLIF SPAN NOTES 12" OC 361 16" OC 481 UPLIFT CONNECTIONS FORT RAFTER -TO -WALL, WALL-TO-WALL AND WALL -TO -FOUNDATION ROOF SPAN CONNECTION CAPACITY MIN, 8d NAILS REQUIRED NOTES 12' 427 lbs, 4 lbs. 16' 526 lbs, 5 254 20' 626 lbs. 5 504 24' 726 lbs, 6 762 8' 826 lbs, 7 1016 2' q770 p 927 lbs 8 1270 6' lbs. 7 12" O.C. ROOF HEADER UPLIFT LATERAL SPAN SPAN lbs, lbs. 8' 2' 469 254 12' 4' 939 504 16' 6' 1408 762 6' 8' 1878 1016 20' 10' 2347 1270 O.C. 12' 2817 1524 lbs, 14' 3286 1778 STRAP TIE 16' lbs. PLATE AND STUD, (6) 166 COMMON NAILS EACH (6) 5/8' DIA. BOLTS 2' STRAP TIE lbs, 4' <6) 3/4" DIA. BOLTS FLAT STRAP 6' lbs. T30981270 (14) 10d COMMON NAILS 8' FLAT STRAP 28' 10' (22) 10d COMMON NAILS 12' 14' 4338 1778 16' 4958 2032 2' 770 254 4' 1540 504 6' 2310 762 8' 3081 1016 36' 10' 3851 1270 12' 4621 1524 14' 5391 1778 16' 6161 2032 HOLDDOWN ANCHORS REQUIRED FOR TYPE I AND TYPE II SHEAR WALLS (6" PANEL EDGE NAILING) WALL HEIGHT HOLDDOWN CAPACITY ((bs,) 8' 3375 9' 3800 10' 4225 WINDOW SILLPLATE CONNECTIONS HEADER SPAN UPLIF lbs. 2' 254 4' 504 6' 762 8' 1016 10' 1270 12' 1524 14' 1778 16' 2032 MIN, NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS @ 16" OC RAFT, TY -DOWN Cl WALL- CONNE WALL-TO-FOI CONNE FOR STANDARD RIDGE STRAPPING HOLDDOWNJ TYPICAL WIND LOAD PATH N. T. S, TYPICAL SHEAR WALL ASSEMBLY N,T,S, MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER 6' O C 6" O,C, EDGE ZONE BOLT TO VERTICAL MEMBER, (2) 3/4;x3-1/2 BOL ADSS HOLDDOWN ANCHOR INTERIOR ZONE 6' O,C, 12" OZ GABLE END WALL 4" O.C. 4" O.C. RAKE & RAKE TRUSS HOLDDOWN ANCHOR 5100 lbs, BOLT RAFT, TY -DOWN Cl WALL- CONNE WALL-TO-FOI CONNE FOR STANDARD RIDGE STRAPPING HOLDDOWNJ TYPICAL WIND LOAD PATH N. T. S, TYPICAL SHEAR WALL ASSEMBLY N,T,S, MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 4' EDGE OZONE 6" 01C. 12' O.C. INTERIOR ZONE 6' D.C.. 12" O,C, ANCHOR 585 lbs, USE THE FOLL❑WING USP BRAND OR APPROVED CONNECTI❑NS SHALL BE INSTALLED ACCEIRDING ANCHORS GENERAL WIND PR❑TECTI❑N C❑NNECTI❑N NOTES ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE FOLLOWING MANUALS, a), 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION c), ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE, 1), RIDGE TO RAFTER ASSEMBLY, 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 2). RAFTER TO WALL ASSEMBLY, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED, USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS SPACING @ 16" O,C, FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION, WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS, 3), WALL ASSEMBLY TO WALL ASSEMBLY, WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS, 4). WALL ASSEMBLY( TO FOUNDATION, FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT CONNECTORS, STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB -ON -GRADE, 15 INCHES IN MASONRY BLOCK FOIUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 33B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3 -INCH SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT, BUILDINGS WITH A SLAB -ON -GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR INl CONTACT WITH SLAB -ON -GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT -DIPPED GALVANIZED COATED, 5). HOLDDOWN, HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 3,5A -B FOR WALL TYPE I OR TABLE 3,16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3,4.42 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED, WHERE A HOLDDOWN RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE REQUIRED HOLDDEWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 6), CONNECTIONS AROUND WALL OPENINGS, HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 7), WINDOW SILL PLATES, WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 2x4 WALL SILL PLATE (FLAT), 1 -PLY FOR OPENINGS UP TO 4'1 AND 2 -PLY FOR OPENINGS UP TO 6'0. 2x6 WALL SILL PLATE (FLAT), 1 -PLY FOR OPENINGS UP TO 5'11 AND 2 -PLY FOR OPENINGS UP TO 8'9 7). CATHEDRAL CEIILINGS: WHERE RIDGE IS TIO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH RAFTER TO RIDGE (ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL 13E THE SAME AS ABOVE REQUIREMENTS, 8). A MINIMUM OF -THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. USE (2) JACK STUIDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED, USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS, TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY, CATALOGUEMINIMUM DESCRIPTION LOAD CAPACITY Broadway FASTNERS NUMBER RT10 RAFTER -TO -WALL STUD TY -DOWN ANCHOR 585 lbs, RAFTER & STUD, (6) 86 COMMON NAILS EACH RT20 RAFTER BOLT TO VERTICAL MEMBER, (2) 3/4;x3-1/2 BOL ADSS HOLDDOWN ANCHOR 4000 lbs, BOLT TO SILL, (1) 3/4x5-1/4 ANCCHOR BOLTS 585 lbs, RAFTER AND PLATE (5) 8d COMMON NAILS EACH RT16 BOLT TO VERTICAL MEMBER, (2) 7/84x3-1/2 BOL TDX6 HOLDDOWN ANCHOR 5100 lbs, BOLT TO SILL, 7/8x6-1/8 ANCHOIR BOLTS KHST2 STRAP TIE 4220 lbs. PLATE AND STUD, (6) 166 COMMON NAILS EACH (6) 5/8' DIA. BOLTS KHST3 STRAP TIE 6180 lbs, lbs, <6) 3/4" DIA. BOLTS LSTA18 FLAT STRAP 1055 lbs. (14) 10d COMMON NAILS LSTA30 FLAT STRAP 1670 lbs, (22) 10d COMMON NAILS 90 &4 CATALOGUE NUMBER 552 DESCRIPTII]N Broadway LOAD CAPACITY MINIMUIM FASTENERS RT10 RAFTER -TO -WALL STUD TY -DOWN ANCHOR 585 lbs, RAFTER & STUD, (6) 86 COMMON NAILS EACH RT20 RAFTER -TO -WALL STUD TY -DOWN ANCHOR 1105 lbs, NAILS EACH RAFTER& STUD, d llOCOMMON PLATE, C4) 100d NAILS RT7 RAFTER -TO -TOP PLATE TY -DOWN ANCHOR 585 lbs, RAFTER AND PLATE (5) 8d COMMON NAILS EACH RT16 RAFTER -TO -TOP PLATE TY -DOWN ANCHOR 950 lbs. RAFTER, (8) 8xNAILS PLATE, 8) 8d COMMON NAILS SPT44 & 66 STUD PLATE TIE 1070 lbs. PLATE AND STUD, (6) 166 COMMON NAILS EACH SPTH4 & 6 STUD PLATE TIE 1470 lbs, PLATE AND STUD, (12) 10x1-1/2 NAILS EACH t 212 925 9390 212 925 9391 w www helfandarch cam mechanical consultant KOLB MECHANICAL t 631,296.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �AEREO ARCS �r Q� pbMEiHFti FC em 10 JUNE 2005 BUILDING PERMIT SET en.,h, JF AS NOTED ,In, GENERAL WIND PROTECTION CONNECTION NOTES S2 552 Broadway 6th floor Now York NY 10012 a r t 212 925 9390 212 925 9391 w www helfandarch cam mechanical consultant KOLB MECHANICAL t 631,296.5527 structural engineer: JOSEPH FISCHETTI, PE 1725 Hobart Road Southold, NY 11971 1631.765.2954 f 631.614.3516 SCHUMAN KIM RESIDENCE Richard Schetman and Coco Kim 160 Henry Street, Apt. 9A Brooklyn, NY 10201 �AEREO ARCS �r Q� pbMEiHFti FC em 10 JUNE 2005 BUILDING PERMIT SET en.,h, JF AS NOTED ,In, GENERAL WIND PROTECTION CONNECTION NOTES S2 CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING WOOD JOIST BLOCKING WOOD GIRDER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST NOTCHED RAFTER RIDGE TYPICAL RIDGE BIEAM TO RAFTER STRAPPING RAFTER TOP PLATE WALL STUD ALTERNATIVE RAFTER'TO WALL STUD CONNECTION JOIST FRAMING OVER WOOD GIRDER DOUBLE JOIST FOR UNDER A BATHTUB WOOD JOIST GIRDER/HEADER WOoOD JOIST WALL STUID BOTTOM PLATTE SUB FLOOIR DOUBLE JOISiT WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER RAFTER—TO—PLATE RT15 APPLY TO EACH RAFTER USE WITH SPTH4 CONNECTOR PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE USE WITH 3" SQUARE WASHERS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS @ 6'r O.C. SHEAR WALL CORNER CONNECTION JOIST FRAMING FLUSH WITH GIRDER HEADER DOUBLLE JOIST FOR NON-BEARING WALLS 2ND. FLC 2N[ 1ST. FLO( 1 ST FLC 1 ST. FLOOR WALL STUD 1ST. FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL ENDWALL ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORT1NGI MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOOUNDATION SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE 1ST. FLOOR TO FOUNDATION CONNECTIONS USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) KING STUDS CRIPPLE STUD HEADER JACK STUDS ECTIONS TYPICAL HEADER CONNECTION SILL GASKET TERMITE SHIELD SILL PLATES _AP JOINTS) 4TION WALL i G i Oe l , l 'o � D SILL PLATES TO FOUNDATION ANCHORING 552 Bmadway 6th floor New York NY 10012 Ilia,.*i7kb t 212 925 9390 212 925 9391 w www helfandarch cum mechanical consultant: KOLB MECHANICAL 1631.298.5527 structural en9lnaar. JOSEPH FISCHETfI, PE 1725 HobartRoad Southold, NY 11971 t 631.765.2954 f 631 614.3516 SCHUMAN KIM RESIDENCE Richard Schear an and Coco Kim 160 Henry Street, Apt 9A Bmckkyn, NY 10201 �\S1E0.E0 ARCHl �4, �0.Gr.0.ETNF<F FCS wa * n � \r`OF Itlr`, �o axle 10 JUNE 2005 BUILDING PERMIT SET drmunuy JF AS NOTED Wlo CONSTRUCTION DETAILS numlwt S-3