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HomeMy WebLinkAbout30783-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32099 Date: 12/26/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 110 SECOND AVE PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 67 Block 4 Lot 20 .6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 21, 2004 pursuant to which Building Permit No. 30783-Z dated NOVEMBER 18, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED WOOD DECKS AS APPLIED FOR. The certificate is issued to E ALLEN KRAUS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0217 10/19/06 ELECTRICAL CERTIFICATE NO. 105893C 07/21/06 PLUMBERS CERTIFICATION DATED 07/13/06 R.T.D. PLUMBING &HEATING horized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL t 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from health Dept, of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 0 New Construction: Old or Pre-existing Building: (check one) Location of Property: Ito Z rd +�_ C C House No. Street Hamlet Owner or Owners of Property: A(.C.w K/ /S Suffolk County Tax Map No 1000, Section 0677 Block 60 O`{ Lot O 20. 00 (� Subdivision Filed Map. Lot: Permit No. 307$.3 Date of Permit. fl-19-1441 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ cp_�-- Ali t Signature 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. 30783 Z Date NOVEMBER 18 , 2004 Permission is hereby granted to: E ALLEN KRAUS 145 HICKS ST, APT A-54 BROOKLYN,NY 11201 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH DECKS AS APPLIED FOR PER TRUSTEES & DEC; FLOOD PERMIT INCLUDED at premises located at 110 SECOND AVE SOUTH/PEC County Tax Map No. 473889 Section 067 Block 0004 Lot No. 020 . 006 pursuant to application dated OCTOBER 21, 2004 and approved by the Building Inspector to expire on MAY 18 , 2006 . Fee $ 841 . 60 ! Authorized Signature ORIGINAL Rev. 5/8/02 _ 0?�3� I,Iyn�n. 1.91 1041 le-11 10EI •11 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 7/21/2006 375 Dunton Avenue 105893C .' East Patchogue, New York 11772 (631)286-6642 � s2' Y' Issued To: Mr. E. Allen Kraus - £y _ Street: 110 Second Avenue Village: Peconic Zip: 11958 Town: Southold , Section: Block: Lot: � Contractor: Shore Power Electric Contracting Lic. # 31697-ME Was examined and found to be in compliance with the National Electrical Code. Commercial NV Defects I Pool Lxl 1st Floor L Indoor hi Basement Hot Tub X1 Residential -1 Det.Garage —I Attic IX, 2nd Floor �X Outdoor n Addition [_' Survey ° Switches Receptacles Fixtures GF/ Heaters A/C Fans •� 1 33 43 45 7 ' Dishwasher WasherlAmps DryerlAmps Oven Range/Amps Microwaves 1 1 20 1 30 1 20 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 4 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 CX7 / 1 h Bldg. Permit: - ���// �1 Other Equipment ;, 15 Amp Air Handler Hugo S. S rdi President I Rough Inspection: 02/23/2006 Inspector: John McMahon III Final Inspection: 07/20/2006 Inspector: Dennis Brandi i This certificate must not be altered in any manner. Inspectors may be identified by their credentials. e" +a w a¢r �1 o�,gUFFO(,��0 y = Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 �� �� Telephone(631)765-1502 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 30713 3 Owner: PcLLf,&J K-WS (Please print) Plumber: %(/�, �c� (Plea print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day ofv�920a,� AWTA M. lMw� avow 4* Notary Public, ounty James F. King, President ��OF sotl&o Town Hall Jill M. Doherty,Vice-President 53095 Route 25 Peggy A. Dickerson P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen G Q John Holzapfel �� �� Telephone(631) 765-1892 ��COU Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0136C Date July 26, 2006 THIS CERTIFIES that the single-family dwelling, sanitary system & pervious driveway At 110 Second Ave. , Peconfc Suffolk County Tax Map # 67-4-20.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 9/23/05 pursuant to which Trustees Permit# 6219 Dated 10/19/05 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling, sanitary system & pervious driveway The certificate is issued to ALLEN KRAUS owner of the aforesaid property. Authorized Signature holy OF SO4Ty�6 3078` 3 �. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A' a ' � �- , La- DATE //� D INSPECTOR ��F3 o�aoFso TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� d INSPECTOR :�l 4w"l �o�y,OF SOUTyo� 3o 7v'3 7, uHn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:— , DATE ��� INSPECTOR �O�apF SOl/TyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: w/t DATE 3 �� INSPECTOR n , �ll rLr AIMS / 10 Zed �e 'Q pap 4" -7 a?r vo 4, f124� r. LLEWELLYN INTERNATIONAL ENGINEERS AND ADJUSTERS FOR THE ASSURED � o December 8, 2005 Ron Barnish --- DEC 2 2 2006 South Shore Docks PO Box 1418 Quogue,NY 11959 RE: Wood Piling Certification for 110 2°d Avenue, Peconic,NY 11958 Dear Mr. Barnish: As per your request, I have observed the pile driving of wood piles at the above location. Based upon the ENR formula for pile driving, the pile's safe load exceeded a 12 ton allowable bearing capacity. Enclosed find my calculation sheet. The pile driving was done with a double acting air powered hammer rated at 8,750 ft-lbs. Pile lengths were 25' —30'. The piles were marked as CCA-C, 1.0 PCF. Pile tips were 7" —8"and pile butts were 11"— 12". I hereby certify that the information contained herein is true and correct to the best of my knowledge. If you have any questions feel free to call. Very truly yours, / Greg e ellyn, P.E. �A r 4 lj 16 Linda Lane Hampton Bays, N.Y. 11946 (631) 728-6284 Fax: (631) 728-8372 OBJECTIVE: To determine the pile bearing capacity of Southern Pine timber piles driven at 110 2'0 Avenue, Peconic,NY 11958 REFERENCES: Construction Planning Equipment& Methods, R.L. Peurifoy, 1979. GIVEN: Pile Length=25' —30' Pile Tip= 7" - 8" Pile Butt= 1 I"— 12" Driven Pile Length= 10' Double Rated MK9133 hammer @ 8,750 ft-lbs Weight of Ram= 1,600 lbs Maximum Stroke= 17" Speed in Blows per Minute= 145 Air Stream PSI = 100 CALCULATION: Using the ENR format for determining the load on a pile. R=2E/(5+0.1), where R= Safe load in lbs & S =the average penetration per blow for the last 5 or 10 blows. R= 2(8,750)/(0.6+0.1)=25,000 lbs. CONCLUSION: The piles driven exceed a 12 ton minimum bearing capacity. FIELD INSPECTION REPORT DATE COMMENTS 17.j FOIT, DATION(1ST) -- -- -- Ory ---------------------- FOUNDATION(2ND) - - ----- -- z �� -�17��f1znv• Q o ROUGH FRAMING& L' PLUMBING Y r r INSULATION PER N.Y. STATE ENERGY CODE -- . r.atf1 o�k FINAL r 7K - — - ADDITIONAL COMMENTS nZ ,;7 � - � s Ac� - �- -o AX : b z C1 y r 1 b ct b (a? Lj. 30� 3 24190 Main Road studio . • PO.Box 444 studioabCerathlink.net Orient,NY 11957 www.newyork-architects.com/studioab tel.212 677 2887 tel.& fax 631 3231426 February 6, 2006 Building Inspector: Re: Construction of Kraus Residence Tax Map#: 1000-67-4-20.3, 20.4 Street Address: 110 Second Avenue, Peconic, NY 11958 1 would state that the straps were installed complying with the New York State Residential Code. Sincerely, �5 X11 A.R�/ �F ��A Hideaki Ariizumi, AIA �,�j r�/.` '' Architect �t FEB 8 17 2004 24190 Main Road PO.Box 444 studioab@earthlink.net Orient,NY 11957 www.newyork-architects.com/studioab t.212 677 2887 t& t 631 323 1426 November 16, 2004 Building Inspector Building Department Town of Southold, Town Hall, P.O. Box 1179 53095 Main Road Southold, NY 11971 Building Inspector: Re: Kraus Residence Tax Map#: 1000-67-4-20.3, 20.4 Street Address: 110 Second Avenue, Peconic This letter verifies that the following and that these configurations comply with NY State and Southold Town Codes: 1. The proposed finished first floor elevation is +12'-0", while the flood zone designation is AE 11 and Zone X. See A-13 trough A-17 Building Sections and the survey map. 2. The attic is for storage use, with an average ceiling height of 6'-7". It is not habitable space. See A-14 Building Section 2. Sincerely, 4 � Hideaki Ariizumi, AIA Architect f F , C .ww 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-62983/00001 August 26,2003 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental August 26, 2013 i Conservation Law TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection of Waters ❑ 6NYCRR 608:Water Quality ❑ Article 27, Title 7; 6NYCRR 360: ❑ Article 15, Title 15:Water Supply Certification Solid Waste Management ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Cl Article 15, Title 15:Water Transport Hazardous Waste Management ❑ Article 19:Air Pollution Control ❑ Article 15, Title 15: Long Island Wells ❑ Article 34: Coastal Erosion ❑ Article 23, Title 27: Mined Land Management ❑ Article 15, Title 27:Wild, Scenic and Reclamation Recreational Rivers 11 Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Articles 1, 3, 17, 19, 27, 37; ❑ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER E. Allen Kraus ADDRESS OF PERMITTEE 145 Hicks Street, Apt. A-54, Brooklyn, NY 11201 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Permits & Draftin Unlimited, P.O. Box 743, Mattituck, NY 11952 631) 298-5968 NAME AND ADDRESS OF PROJECTiFACILITY Kraus ro ert , 110 Second Avenue, Peconic COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling, septic system and driveway. All work must be done in accordance with the attached plans prepared by John Ehlers on 1/8/03 and stamped NYSDEC approved on August 26, 2003. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters John W. Pavacic CAF Bldg. #40, SUNY, Ston Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE i-✓. �vvz Page 1 of 5 August 26, 2003 R A Board Of Southold Town Trustees h SOUTHOLD, NEW YORK + Feb. 21, 2002 PERMIT NO. . _S _ DATE: ...._ r 4 v KRAUS _..._._..............._.. ISSUED TO ALLEN._..........._....... ........_ . x • °� Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'." and in accordance with the Resolution of The Board adopted at a meeting held on .....Feb. 2002 200.-.0 0 aid b Allen Kraus of the sum of �........... ......_.. ... p y of _ Brooklyn N. Y. and subject to the F Terms and Conditions listed on the reverse side hereof, s- of Southold Town Trustees authorizes and permits the following: x< .j Wetland Permit to construct a 28'X 60' single-family dwelling, on-site sewage disposal system and pervious driveway, with the . condition of a 50' buffer consisting of 30' non-disturbance from the edge of wetlands and 20' ngn-turf,pndward of tha all in accordance with the detaued spec ica wns as presen epi the originating application. gutters and drywells to contain the .. roof run-off. IN WITNESS WHEREOF, The said Board of Trustees here- F by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. s ci; h, Ke ne Poliwoda(Absent) Trustees � Mt r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 2 I Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) '765-1802 Planning Board approval _ FAX: (631) 765-9502 Survey_ www. northfork.net/Southold/ F'l:RVIITNO. 36 7y j Check Septic Form__----- -- - N.Y.S.D.E.C. Trustees_ _ Examined �a` Igq20�`// - --- - - -_--- _L -L-. Contact: Approved___ ___ 20 6 N Ma,l to: Disapproveda/c_ Phone: Expiration--_---� ,'0_�'�__ --- Building Inspector APPLICATION FOR BUILDING PERMIT Date_ INSTRUCTIONS OY— a. This application MUST be ccinpletely filled in by typewriter or in ink and Submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. S'ec according to schedule. b. Plot plan showing lolati m 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. Stich a permit shall be kept on the premises available for nspectior ihtoughott the well e. No building shall be occupied or used in whole or in part for any purpose what so over until the Building Inspector issues a Certificate of Occupancy. £ Every 'ouilding permit shall ex lire if the work authorized has not commenced within 12 months after the date,of issl or has net bee.i completed within 8 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 wrong,the extension of the permit for an addition six months. Thereafter, a riew porrnit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance,^f the Town of Southold, Suffolk County,New York,and other applicable Laws. Ordinances or Regulations, for the construction of buildin4 s, additions. or alterations or for removal or demolition as herein described. The applicant agrees to comply wilt all applicable laves, ordinances, building code, housinz,code -.ind regulations, and to admit authorized inspectors on premises and it, ouilding for necessary inspections. (Signature o.applicant or name- if a corporation) /yS k{, ek -,� fiv(2Y t A sy 26x2L �.1 N ,-of o l_- g address of applicant) State whether applicant is ( xA ier, lei, agent, archi_ect, engineer, genera! conk actor, clectri;.ian- plumber or builder (� Wnry2 — -------------------------- Narneofownerofpreinises-__/I-ss't -L fft(tir4 ,Q,4� --- — (As on the tax roll or latest (ieed) If applicant is a corporation, signatur.� of duly authorized officer (Name and title of corporate uffa:r) n Builders License No. t 5 E- 4 c Ft x Plumbers License No. pfo� 5tTtl.cbe - — Electricians License No.-_[�Jc'f $- Y 44— Other Trade's License No.-Ill,fd-4 rel c 1. Location of land on which proposrd work wili be done: --- - ----- -- ---- House Number ytrt;et Hamlet County Tax Map No. 1000 Sect'on Block Lot ..� �� -i Subdivision_______ __- Filed Map-No. (Namei 1 2. State existing use and ocoapancy If premises anc intended use and^ocupancy ofproposed construction ' a. Existing use and occupancy b. Intended use and occupancySr^r ', 's I e" 7 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal ------Demolition- __Other Work_ 4. Estimated Cost Z S � O v Fee (Description)_ _ (To be paid on filing this application) 5. If dwelling, number of dwelling ,.rtits__ Number of dwelling uni s on each floor If garage, number of ca.,s — 6. _ 6. If business, commercial or mix,,.d occupancy, specify nature and extent of each type of use. /\/4 7. Dimensions of existing structures, if any: Front-&-4_ Rear 1V'4 __Depth—'Lye Height__ \ 14 !slumber of Stories V Dimensions of same structure with alterations or additions: Front Real- Depth earDepth _lieight_ / _Number of Stories___ 8. Dimensions ofentirc Few cons.ritAion: Front_ 60 1 Rear—��l _Depth Z e / Height_____ � 5 - 3 " N amber of Staries -1-V 2_ _ _ r //'' r yy � r 9. Size of lot: l cont .5-F,.ear 7�•� 32.5 '*-�(Se 1 / ICO -9 Z _z10. Date of Purchase - Nainc of Fortner Owner/'o nra2 ,,d k/F-k �2(Ce*! �hvc vE �ih o.vei - I L none or use district in which preriiscs are situated R.-- 4 C 12.,Does proposed construction violate any zoning iaw, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_ 'frO -X-Will excess fill be removed from oi-cn;iscs?YES NO 132�rok{yn✓ N/ it 7G1 - 14. Names of Owner of prem Ise;CC r"�L�luti k�gt&dress !ys I}r( k s�t.,4-p&ne No.29 2 y-5 /9 h Name of Architect N,/tc 114! yrJ2,)lzu✓v-kj-AddressL 14Q' LVlhi. ea��%hone No b3! -32 i� Name of Contractor` Address ` 77 ll9s one No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland'! *YES * IF YES, SOUTHOLD TOWN TRIJ�',0'EES & D.E.C. PER NIITS MAY BE RFQUIRED. �j ���✓u� r b. Is this property within 300 feet cf a tidal wetland? * YES___ _NO-OX �� c * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survev, to scale, with ac( ,rite foundatian plan and distances to property Lines. 17 If elevation at any point on pro;x riy is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SSS: COUNTY Oi' JQV 'el / --- --- _ _ oeing da;y sworn, deposes and says that (s)he is the applicant (Name of indivi--dual signing-- - con-tras t) above named, (S)Fle is the (Contra,tor, Agent,(`o.rorate Officer,etc.) of said owner or owners, and is duly auY-orized to perform or hav: performed the said v,ork and to make and file this application; that all statements:ortaht-A in this appl '7won at-true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the rpplicat on filed ,herewith. Sworn t ftsre meth i t O� day of __ -� S 20 -V Notary Public -- - — - -- - - SignatureoiApplicant LIND,'. ASAN NOTARY'U'L�C, C ` ' ,JJYORK NO 37-4Eazr,n_3 —;7�x. pUet Iclrp IN 4L;-� 000Nry COr , u , Eki L,5 `--Z SURVEY OF LOTS 78, 79, IOcl 1$ 110 N "MAP No. 2, PEGON I G SHORES" I w FILED SEPTEMBER 13, 1x30 FIDE No. 654 �i F 51TUATE: PEGONIG s TOWN: SOUTHOLD SUFFOLK COUNTY, NY 56T# 1000 - 67 - 4 - 20.6 SURVEYED 12-10-01 AMENDED 10-51-02, 11-18-02 01-08-03, 01-15-03, 01-22-03 UNDER GONSTRUGTION 01-20-2006, 01-26-2006, FINAL 08-19-2006, 09-26-2006 —- 5UFFOLK GOUNTY DEPT. OF HEALTH - SERVIGES REF. u RIO - 02 - 0217 ---------------___-----'� DIRT RGADWA'f SECOND AVENUE CERTIPlED TO: - %-- --E.ALLEN E RAUS COMMONWEALTH LAND TITLE ,_g�TQURANCBCOMPANY'�- - '� �G J N54°32WE 14485 -.T i�u� - C,r 10 LOT Fol 9 0 63� LOT 110 m a O —ab q ry LOT 6 ` =d 2 125tory �� �ack_ Froone ile55e 78 m J 4IF 121z rn t% 3 ' 799 954°3256'w 9880' LOT LOT 108 SO11nNafW]albruYm y rcNRb:b a ervy .rou+�a»uw iaa,.ewnw�.a w NOTES: ■ MONUMENT o PIPE LOT A- EM L� �a �"g cem vra S..iy.aep.e 107 AREA = 18,895 5F OR 0.43 AGRES FEMA FLOOD ZONE AE (EL=11) JOHN C. EHLERS LAND SURVEYOR &RAPHIG SGALE I"=30 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 -- / RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\01\01-312I.pro SEPTtG-.N. RElR SURVEY OF LOTS 78, 7cf, IOa 4 110 N "MAP No. 2, PEGONI G SHORES" sEPTIG Iso. w FILED SEPTEMBER 13, 1930 F14E No. (954 SITUATE: PECONIG 17WELI_IN6 TOWN: SOUTHOLD I VACANT s SUFFOLK COUNTY, NY NEL P�oM ,)�HERS I� DWELLINDwEI_,_ING G VA I VACANT I CANT I SC,T# 1000-6-7-4-20.3 B 20.4 D'r\ELLINC SURVEYED 12-10-01 WELLv � AMENDED 10-31-02, II-18-02 01-08-03, 01-15-03 GERTIFIED TO: Limit of Freshw E. ALLEN KRAUS ater✓'�tla_nQ5= DI . RUDWAY AVENUE COMMONWEALTH LAND TITLE yGC®Sc INSURANCE COMPANY - — --- ---" '� AREA - 18,895 5F OR 0.43 ACRESIs -- '/ - - -- ---- ---- - w 2----- ,� _ - a4 i f, �..Q ' Drzn N ELEVATIONS REF. N6VD 29 i �- waLX - PROPERTY IS IN ZONING DISTRIGT R-40 , c 153.20' BUILDING ENVELOPE BASED ON ZONING FOR NONCONFORMING LOTS 'LO Q Test H012 2, <o� 109 00 M Do AI � . FEMA MAP NUMBER 36103GO161 6 <o m EFFEGTIVE DATE MAT' T8 � , -N AUTUMN LAKE 15 INFLUENCED BY AN UNDER6ROUND, LOT 5 PT WHICH O GOLDSMITH5 INLET D e 110 Rl —T 0 AND GONTAIN5 SALT WATER SPEGIES ���.' O •ry�j s 5a s, T y 35� ice/ -.h�pro 78 0 m� PRO - _ s �' 0 1f HODS O,I> i ' _ V . p\ % i �i \ nudrtn 9er�irings-rear EP EPO /,Z 'z _ Vj 00 ezo;ae Erya C/ � w , O0 o � ^ Uj \ Y. ,�•• I sT. v�® Wo CP e A6 r „E I q Esc LOTi 79 854°3256 W < VACANT >_ I fps m LOT NE 105 OF �y z H LOT o �" G. E b I t 1 80 �� _J lF�crp� 1 NOTES: LOT f�0 p 107 ■ MON H NT �J ' �,, � � 1, i ..1 � tiSFD AND p PIPE - -. N -L JOHN C. EHLERS LAND SURVEYOR &RAPHIG GALE "'=30, �J 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 / RIVERHEAD,N.Y. 11901 -- 369-8288 Fax 369-8287 REF.\\Hp se er\d\PROS\01-3121.pro 3 SURVEY OF LOTS 78, 7�f, IOq ff I10 �- "MAP No. 21 PEGON I G SHORES" "� � FILED SEPTEMBER 13, Ig30 FILE No. 654 ji �� �I F 51TUATE: PEGONIG s TOWN: SOUTHOLD SUFFOLK GOUNTY, NY SGT# 1000 - 6-7 - 4 - 20.6 ; SURVEYED 12-10-01 I AMENDED 10-31-02 II-IS-02 z7 I- 01-05-03, 01-15-03, O 22-03 UNDER GONSTRUGTION 0I-20-2006, 01-26-2006 CERTIFIED TO: E. ALLEN KRAUS ____ __ ��y -_ __ _____ pp�y DIRT ROADWAY ((`1IECOND AVEhM 11L�ee GOMMONNEALTH LAND TITLE , INSURANCE COMPANY AREA = 18,895 5F OR 0.43 AGRES ` ELEVATIONS REF. N6VD '29 �i ;' N54°u2"3fJ"E - {i 4A-A PA- - -- z i i 153.20' LOT I' X09 o -Z --- - - LOT `a l� Qct ' 110 14 14 ce� 58 12 LOT s 78 2 I\2 Story Frame �Q 0 ➢ House Under n �J -Q 4' Construction m m i 1 11 FF_e1 = 121' -36 0 rn (� , V ku ovarhag (9 add ® Cl 79 55405zww 98.80' �4'xr LOT l� LOT 106 L30 1�},N NOTES: LOT 107 ■ MONUMENT o PIPE JOHN C. EHLERS LAND SURVEYOR 6RAPHIG SCALE I"=30' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 11110 - 111110RIVERHEAD,N.Y. 11901 ---- ---------- - 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\01\01-312I.pro Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: Untitled.rck COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 09/28/04 PROJECT INFORMATION: KRAUS RESIDENCE COMPLIANCE:Passes Maximum UA=385 Your Home UA=304 21.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Cathedral Ceiling(no attic) 863 38.0 0.0 23 Ceiling 2:Flat Ceiling or Scissor Truss 17 38.0 0.0 1 Wall 1: Wood Frame, 16"o.c. 853 19.0 0.0 45 Window 1:Wood Frame:Double Pane with Low-E 11 0.280 3 Window 2: Wood Frame:Double Pane with Low-E 10 0.280 3 Window 3: Wood Frame:Double Pane with Low-E 4 0.280 1 Window 4: Wood Frame:Double Pane with Low-E 4 0.280 1 Window 5: Wood Frame:Double Pane with Low-E 9 0.280 3 Window 6: Wood Frame:Double Pane with Low-E 9 0.280 3 Window 7: Wood Frame:Double Pane with Low-E 12 0.280 3 Window 8: Wood Frame:Double Pane with Low-E 40 0.280 11 Wall 2: Wood Frame, 16"o.c. 589 19.0 0.0 32 Window 9: Wood Frame:Double Pane with Low-E 10 0.280 3 Window 10: Wood Frame:Double Pane with Low-E 10 0.280 3 Window 11: Wood Frame:Double Pane with Low-E 5 0.280 t Window 12: Wood Frame:Double Pane with Low-E 5 0.280 1 Window 13: Wood Frame:Double Pane with Low-E 33 0.270 9 Wall 3:Wood Frame, 16"o.c. 567 19.0 0.0 29 Window 14: Wood Frame:Double Pane with Low-E 14 0.280 4 Window 15:Wood Frame:Double Pane with Low-E 14 0.280 4 Window 16: Wood Frame:Double Pane with Low-E 9 0.280 3 Window 17:Wood Frame:Double Pane with Low-E 16 0.280 4 Window 18:Wood Frame:Double Pane with Low-E 5 0.280 1 Door 1:Glass 20 0.550 11 Wall 4: Wood Frame, 16"o.c. 396 19.0 0.0 13 Window 19: Wood Frame:Double Pane with Low-E 16 0.280 4 A Window 20: Wood Frame:Double Pane with Low-E 162 0.270 44 Wall 5: Wood Frame, 16"o.c. 29 19.0 0.0 2 Wall 6: Wood Frame, 16"o.c. 48 19.0 0.0 3 Wall 7:Wood Frame, 16"o.c. 30 19.0 0.0 2 Wall 8:Wood Frame, 16"o.c. 29 19.0 0.0 2 Wall 9:Wood Frame, 16"o.c. 77 19.0 0.0 5 Floor 1:All-Wood JoistITruss:Over Outside Air 766 30.0 0.0 25 Floor 2:All-Wood JoisVTruss:Over Outside Air 39 30.0 0.0 1 Floor 3:All-Wood Joist/Truss:Over Outside Air 25 30.0 0.0 1 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/DesignerHr' l � GI V"-'t (( Date � � t'j �D �' 02/26/2002 16: 57 6314772601 JENNIFER S GOULD ESQ PAGE 03 File;No.. RH90020470 Commonwealth Land Title Insurance Company 177 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone, 631-727-7760 Fax: 631-727-7818 ipCommonwealth SINGLE AND SEPARATE SEARCH Effective Date: 1-25-2002 Title No. RH80020470 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO; JENNIFER B. GOULD, ESQ. 210 MAIN STREET - P.O. BOX 177 GREENPORT, NY 11944 THAT It has caused a search to be made In the Office of the Clerk of the County of SUFFOLK, In the State of New York, against the premises described herein and property adjacent thereto on all sides from 2-27-81 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same In single and separate ownership as defined by law during this period of time since 6-25-87. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of Insurance is to be Issued hereunder. Premises: , NY District: 1000 Section: 067.00 Block: 04.00 Lot: 020.003 8;'020.004 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Title Number: RH80020470 Dated: February 21, 2002 Single and Separate Search TQ20015NY (07/00) 02/26/2002 16: 57 6314772601 JENNIFER B GOULD ESQ PAGE 04 File No.: RH80020470 CHAIN OF TITLE FOR SUBJECT PREMISES: Lots 78, 79, 109 and 110, Map No. 2 Peconic Shores, filed 9-13-30 as Map No. 654: District: 1000 Section: 067.00 Block: 04.00 Lot: 020.003 & 020.004 Luella L. Mulllo Dated: 9-28-79 to Rec'd.: 10-9-79 Richard Davis Liber 8707 page 348 (premises and more) Richard Davis Dated: 10-17-85 to Rec'd.: 11-15-85 Gary D. Doroski Liber 9916 page 136 (premises and more) Gary D. Doroski Dated: 5-5-86 to Rec'd.: 5-5-86 Gary D. Doroski and Gail Doroski, his wife Liber 10030 page 370 (Tax Lot 020.004) Gary D. Doroski Dated: 6-25-87 to Rec'd.! 7-2-87 Steven P. Sanders and Rhonda Sexer Liber 10357 page 38 (Tax Lot 020.003) Gary D. Doroskl and Gail Doroski, his wife Dated: 6-25-87 to Rec'd.: 7-2-87 Elliot W. Stone and Ronald Winkler Liber 10357 page 43 (Tax Lot 020.004) LAST RECORD OWNER -continued- Commonwealth Land Title Insurance Company Subscribed and Sworn to before me this 21" day of February, 2002. BY: VINCENT SETTE BRANCH MANAGER J!V� Public JANA M.PRINDU! Notary Pubic,6ta19 of New YO& single and Separate Search No.01•13R4911757 Qualified In Suffolk County CommissionEN,kaallor 16,.; E' 02/26/2002 16: 57 6314772601 JENNIFER S GOULD ESQ PAGE 05 File No.: RH80020470 CHAIN OF TITLE FOR SUBJECT PREMISES: (continued) Lots 78, 79, 109 and 110, Map No. 2 Peconic Shores, filed 9-13-30 as Map No. 654: District: 1000 Section: 067.00 Block: 04.00 Lot: 020.003 & 020.004 Steven P. Sanders and Rhonda Sexer Dated: 2-12-98 to Rec'd.: 3-6-98 Ronald Winkler and Rhonda Sexer Liber 11882 page 44 (Tax Lot 020.003) LAST RECORD OWNER STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK ) VINCENT SETTE, being duly sworn, deposes and says: That he is a Vice President of Commonwealth Land Title Insurance Company, That the above Is a true Chain of Title Of the subject premises as shown on the variance search under the above captioned title number. Commonwealth Land Title Insurance Company Subscribed and Sworn to before me this 21" day of February, 2002. BY; VINCENT SETTEE -- BRANCH MANAGER N ary Public JANAM.PRINDLE Single and Separate Search fighgpubae,State ofNew York No.01-PR4911757 Qualified in Suffolk Coup1m, 02/26/2002 16: 57 6314772601 JENNIFER B GOULD ESQ PAGE 06 File No.: RH80020470 CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: "SECOND AVENUE" CHAIN OF•TITLE FOR PREMISES ADJACENT EAST: "BURTRIS AVENUE" Commonweal h Land Title Insurance Company Subscribed and Sworn to before me y� this 21" day of February, 2002. BY: VINCENT SETTE BRANCH MANAGER 7 No ry Public JANAM PnINDtE Single and Separate Search Notary Public,State of Now Ywk- No.01-PR4917757 QuallliedNSuflolkCrunry_ 02/26/2002 16: 57 6314772601 JENNIFER B GOULD ESQ PAGE 07 File No.: RH80020470 CHAIN OF TITLE FOR PART OF PREMISES ADJACENT SOUTH: Lot 108, Map No. 2 Peconic shores, filed 9-13-30 as Map No. 654_ District: 1000 Section: 067.00 Block: 04.00 Lot: 020.005 Luella L. Mullio Dated: 9-28-79 to Rec'd.: 10-9-79 Richard Davis Liber 8707 page 348 (premises and more) Richard Davis Dated: 10-17-85 to Rec'd,: 11-15-85 Gary D. Doroski - Liber 9916 page 136 (premises and more) Gary D. Doroski Dated: 5-5-86 to Rec'd.: 5-5-86 Gall Doroskl Liber 10030 page 368 (Tax Lot 020.005) Gail Doroski Dated: 12-16-1 j99 to Rec'd.: 1-5-2000 Gail Doroski and Bruce E. Murphy, as tenants in common Liber 12011 page 641 LAST RECORD OWNER Commonwealth,Land Title Insurance tante Company Subscribed and Sworn to before me this 21" day or February, 2002. BY: . VINCENT SETTE BRANCH MANAGER � Notar Publicc JANA M.PAINDI.E Single and Separate Search Notary Public,Slats ofNow York No.01•PR4911757 OualifledlnSufrolkCounly �. Q,DmmI3.Clnn Fmlrnn Nov fa 7mh 02/26/2002 16: 57 6314772601 JENNIFER B GOULD ESO PAGE 08 File No,: RH80020470 CHAIN OF TITLE FOR ADJACENT PREMISES SOUTH: Lot 80-82, Map No. 2 Peconic Shores, filed 9-13-30 as Map No. 654: District: 1000 Section: 067.00 Block: 04.00 Lot: 006.000 Nancy 1. Graham and Susanne Singer, Dated: 2-27-81 as joint tenants with the right of survivorship Rec'd.: 3-5-81 to Liber 8969 page 164 Randall M. Kelly and Ulrike Kelly Stachluy LAST RECORD OWNER CHAIN OF TITLE FOR PREMISES ADJACENT WEST. "HUNTINGTON BOULEVARD" STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK ) VINCENT SETTS, being duly sworn, deposes and says: That he is a Vice President of Commonwealth Land Title Insurance Company, That the above are true Chains of Title of the adjoining premises as shown on the records of the Clerk of the County of Suffolk and the Variance search under the above captioned title number. Commonwealth Land Title Insurance Company Subscribed and Sworn to before me ��L/���J this 2191 day of February, 2002. VINCENT SETTE t>— BRANCH MANAGER "Jary Public JANAM.hRINDLE .Single and Separate Search NotigPublic,State ofNow Yafi No.01-PR4911757 Qudlfled In Suffolk Cowry Commission E)piras Nc¢is,c 02/26/2002 16: 57 6314772601 JENNIFER B GUULD ESQ PAGE 09 § 100-23 ZONING § 100,24 to have been included for the purposes of clarity and emphasis. [Amended 1-10-1989 by L.L.No. 1-19891 F. Notwithstanding the limitations imposed by any other provisions of this chapter, no building, dredging or filling operation shall be permitted below the datum of mean high water of tidal waters unless such building, dredging or filling operations have been duly authorized and are conducted in conformity with all laws, ordinances, rules and regulations of all governmental agencies having jurisdiction thereof.' § 100-24. Lot recognition. [Added 11-28-1985 by L.L. No. 23-1996;amended 7-22-1997 by L.L.No..22-1997] A. A lot created by deed or town approval shall be recognized by the town if any one of the following standards apply and if the lots have not merged: (1) The identical lot was created by deed recorded in the Suffolk County Clerk's office on or before June 30, 1983, and the lot conformed to the minimum lot requirement(s) set forth in Bulk Schedule AA' as of the date of lot creation. (2) The lot(s) in question is/are approved by the Southold Town Planning Board. (3) The lot(s) in question is/are shown on a subdivision map approved by the Southold Town Board prior to June 30, 1983. (4) The lot(s) in question is/are approved and/or recognized by formal action of the Board of Appeals prior to June 30, 1983- 1 Editor's Note:See also Ch-32.Boats,Docks and Wbarred,and Ch.87,WBtlandd. F Editor's Note:Bulk Schedule.1A is located-the end of this cbapter. 10037 9-10-97 02'26/2002 16: 57 6314772601 JENNIFER B GOULD ESQ PAGE 10 § 100-24 SOUTHOLD CODE § 100-25 B- All lots which are not recognized by the town pursuant to the above section shall not receive any building permits or other development entitlements. C. All lots are subject to the merger provisions of§ 100-20. § 100-25. Merger. [Added 11-281995 by L.L. No.23-1995] A. Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of 50 feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. 13. Definitions. "Common ownership' shall mean that the parcel is held by the same person in the same percentage of ownership as an adjoining parcel C. Exceptions- Lots which are recognized under § 100-24 and meet any of the following categories shall be exempt from the merger provision set forth above and shall not be deemed merged by operation of this chapter: (1) The nonconforming lot has a minimum size of 40,000 square feet, or (2) The nonconforming lot obtained a lot size variance from the Zoning Board, or (3) If the lot is not on the maps described in former § 100-12,3 the nonconforming lot has been held in single and separate ownership from July 1, 1983 to date, or (4) [Amended 3-4-1997 by L.L. No. 4-1997] If the lot is on the maps described in former § 100-12, the $ Edltode Note:Former 4 100-12,Eecertfons,wns delatod by L1.No.22-1909,o[IectLe January 1,1998. 10038 3-10-97 02/26/2002 16: 57 6314772601 JENNIFER S GOULD ESQ PAGE 11 § 100-25 ZONING § 100-25 nonconforming lot has been held in single and separate ownership from January 1, 1997, to date. (5) Each lot is currently developed with a one-family dwelling with a minimum 850 square feet which falls within the existing lot lines and which has a certificate of occupancy or would qualify for one. (Added 3-4.1997 by L.L.No.4.19971 A. [_Amended 3-4-1997 by L.L. No. 4-19971 Proof of merger. The town shall require a person seeking determination of merger to provide any or all of the following documents for evaluation: (1) Proof of the date when the lot was created and the size of the lot, together with a copy of a legal description of the parcel, all to the satisfaction of the town. (2) A copy of the current tax map and survey of the lot. (3) A copy of the original survey of the lot. (4) A title search showing single and separate ownership of the property from July 1, 1983, to the present time, prepared by a Suffolk County title insurance company indemnifying the Town of Southold with $25,000 of insurance. - (5) Other additional information or documentation as may be deemed necessary. E. Effect of merger. No building permit or other development entitlement will be issued by the town until this section has been complied with. The Building De- partment will issue a written determination whether a property falls within an exemption to the merger provision. 10039 02/26/2002 16: 57 631477,2601 JENNIFER B GOULD ESQ PAGE 12 § 100-26 SOUTHOLD CODE § 100-30 § 100-26. Waiver of merger. A. If a lot has merged, the Zoning Board of Appeals may waive the merger and recognize original lot lines upon public hearing and upon finding that: (1) The waiver will not result in a significant increase in the density of the neighborhood. (2) The waiver would recognize a lot that is consistent with'the size of lots in that neighborhood. (3) The waiver will avoid economic hardship. (4) The natural details and character of the and character of the contours and slopes of the lot will not be significantly changed or altered in any manner, and there will not be a substantial filling of land affecting nearby environmental or flood areas_ ARTICLE III Agricultural-Conservation (A-C) District and Low-Density Residential R-80,R-120, R-200 and R-400 Districts (Last amended 1-10-1989 by L.L.No. 1-1989) § 100-30. Purpose. The purpose of the Agricultural-Conservation (A-C) District and the Low-Density Residential R-80, R-120, R-200 and R-400 Districts is to reasonably control and, to the extent possible, prevent the unnecessary loss of those currently open lands within the town containing large and contiguous areas of prime agricultural soils which are the basis for a significant portion of the town's economy and those areas with sensitive environmen- tal features, including aquifer recharge areas and bluffs- In addition, these areas provide the open rural environment so highly valued by year-round residents and those persons who support the Town of Southold's recreation, resort and second- home economy. The economic, social and aesthetic benefits which can be obtained for all citizens by limiting loss of such 10040 s-io-s7 02/26/2002 16: 57 6314772601 JENNIFER 8 GOULD ESR PAGE 13 ZONING 'town of Southold Bulk Schedule AA [Added 11.28-1.995 by L.L.No.23-1995; amended 7-22-1997 by L.L.No.22-19971 Lot Size (square Width Depth Date of Lot Creation feet) (feet) (feet) Prior to April 9, 1957 Any Any Any Between April 9, 1957, and December 1, 1971 A Residential Zone 12,500 100 Any B and B-1 Business Zone 7,500 50 Any B-2 Business Zone 40,000 50 Any Multiple-Residence Zone 12,500 100 Any C Industrial Zone 12,500 100 Any Between December 2, 1971, and June 30, 1983 A Residential Zone 40,000 135 175 M Light Multiple Residence 40,000 135 Any M-1 Multiple Residence 80,000 200 Any Zone B-Light Business Zone 20,000 60 Any B-1 General Business Zone 30,000 150 Any C-Light Industrial Zone 40,000 200 Any C-1 Heavy Industrial Zone 200,00 300 Any e-10-97 • t .� y�l i � I � ,...• ' ���y � � ..� Town Hall. S)1145 N14011 ;1'hJJ9'(Z•.H T. TERRY1j Biu •� ')'OWN CLERK ) P.O. nim 1174 Suulhnld. "C�x Murk 1 IIEGI SfRM or vlTN.srn RSlICS �+' - � �. Fox I S 101 765.1 R� MARRIAGE OrrIC1'R _ Telephone 0161 1t,l 76C, REconus MANAGEMENT orFICEII FREEDOM of INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations i of, the Code of the Town of Southold: ('Floodplain Development Permit Application" (FDP(93) ) , and 'YCertificate of Compliance fhr Deve1c-pment in Special Flood Hazard Area (C/C(93)) . TO"A OF SOUPIOLD Te r r��U Southold Town Clerk August 25, 1993 3o-) APPLICATION N PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and dad 1. No work may start until a permit is issued. I The permit may be revoked if any false statements are made hcrcin. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal eegulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE TO THE/WTT OF MY KNONVLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) ` 'v- 2�� 7 DATE /02-1' 700q i /SECrfON 2: PROPOSED DEVELOPp,�EN'r (T,be comolcicd by APPLICAIM NAME /� t y� ADDRESS 11 ,t / d t� TELEP1nHONE APPLICANT �M trL H It?ter 1�2A LA5 17S rr r cyt S S� A �-S l �2ti-51 " 2tsOl�t, N � N BUILDER Nod 4;t ft' C t ENG I..EER �" T C � ti dSPl� SG ✓IA/LI 'I PROJECT LOCATION: To avoid delay in processing the eppb,auon, please provide coou¢h information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distanec to the nearest intersecting road or wcTkAo%m hndmark. A sketch attached to this application showing the projca location would be helpful. /r _ Q GoNre /Q lE� tf,cG f 14t^A/ LEON �6fll£UM�K L�7 _ 2c�• 3 } Zo FDP(93) i APPLICATION PAGE 2 OF e DESCRIPTION OF WORK (Check all applicable boxes)- A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE 1j(New Structure XResidential (1-1 Family) ❑ Addition O Residential (More than 4 Family) • Alteration 0 Noo-residential (Floodproofmg? O Yes) ❑ Relocation O Combined Use (Residential & Commeraal) 11 Demolition R 0 Manufactured (Mobile) Home (In Manu- 13 Replacement factured Home Park? O Yu) ESTIMATED COST OF PROJECT S Z 2 Sy OC90 B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining 0 Drilling O Grading 0 Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channcl Modifications) , O Drainage Improvements (Including Culvert Work) ❑ Roa;}i, Street or Bridge Construction ❑ Suhdivisioo (New or Expansion) IOn�dual Water or Sewer System O Other (Please Specify) ._ After complc(ing SECTION 2, APPLICANT should submit form to Local Adminiz(raror for rcvicrw_ Snr'T'ION J: FLOODPLAIN DETERMINATION fTo be completed by LOCAL ADNUN)STRATOR) The proposed developmen( is located on FIRM Pard No. Da(ed - The Proposed Development: O Is H-al located in a Special Flood Hazard Area (Notify the applicant that the applicatiou review is complete and NO FLOODPLAIN DEVF_I.OPMENT PERMIT IS REQUIRED). 0 Is located in a Special Flood Hazard Arca. FIRM zone d��ignation is 100-Year flood elevation al the silt is:' FI. NGVD (MSL) 0 Uuavailablc 0 The proposed development is locaicd to a Goodway. F3FM Pancl No. Dalcd 0 Sc Su_iion 4 (or nddltion a iosi niciions SIGNED DATE r r ; APPLICATION 4 PAGE ] OF 4 SECTION 4 ADDITIONAL INFORMATION REOUIRED (Tohe completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing (be location of all existing structures, water bodies, adjacent roads, lot dimeasioas and proposed developmcot. 0 Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structure, proposed elevation of lowest floor(including basemeot), typos of water resistant materials used below the fust floor,dela"of floodproofmg of utilities located below lbe fust floor and details of codostues below the first Boor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). 0 Floodproofmg protection level (000-residential only) Fl.NGVD (MSL). For , floodproofed structure, ; pplicaot must attach certification from rr.gislered eog;iaeer or architect. 1' O Certification from a"registered engineer that (be proposed acdvit� in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted- C] Other. SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- 0 Is B. 0 Is not In conformance with provisions of Local Law if_. 19_ The permit is issued subject to the conditions attached to and mad, pan of (his permit. SIGNED DA"rE If BOX A is chcckcd, the Loral Administrator may Lssuc a Dcvclopmeot Permit upon paymeul of designated (ee. If BOX B is checked, (be Local Administrator will provide a writteo summary of debcienocs. Applicant may revise and resubmit an apptication to the Local Administrator or may request a bearing from (be, Board of Appeals. • APPLICATION s PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: ppe --- Conditions SECTION 6 S DUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional eo0cer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement an Coastal High Hazard Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is- FT. NGVD (MSL). L - Actual (As-Built) Elevation of floodproofmg protection is FT- NGVD (MSL). NOT' Any work performed prior to submittal..'of the above information is at the risk pf the App%cant- SECTION 7 COMPLIANCE ACTION (To be completed by LLCAL. ADMINISTRATOR) The LOCAL ADMINIST-BATOR will complete this section as apphcabte based on inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION B CERTIFICATE OF COMPLIANCE(To be completed by LLCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: I I 1 I 1 I Attachment B �' /i BAMP,liE CERTI%KATE IF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAIARD AREA -(OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0E7CISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/21/04 Receipt#: 179 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 179 Total Paid: $10.00 Name: Kraus, Emil Allan 145 Hicks Street A 54 Brooklyn, NY 11201 Clerk ID: BONNIED Internal ID: 101393 ;-DMI - Y 7 T ' Yr �.►�+ Applicant/ 1&02 , / Date. OwnemName:.._� 4 �.N-w� 'Reviewed: Architect/ Date Cagineer: Submitted: SCTM #: District: 1.000 Section: 131ock: _ LO(: Project Q /, i Location: fl0 /.a-�-CM d'yv'e_, / eSubdivision 1 — --- _ Name: r sill &separate Required cerarlewatiatt: (Yes f Nol G S Req. R Zoning f>istricl: l (I of size: Actual: ` / ( (Lot coversge Req. �9 / Rcq / -- I front Yud Proposed. �/ 1 (Side Yard _ Proposed:✓ R� S1 (Rw Yard- _ Proposed- Project tion: A.GENCYNER_NM Permit I��UIRED FOR REVIEW l NQ YES Suffolk Coup �� .. _ty Health Dept. �-- NOW York State. D. E.C. Town Trustees Town Zoning Board approval: Town Planping Board approvals 2L--- / 1. Flood Plane Elevation??? r , Flood Zone: 4 - R • U E A + B C ( U j E KRAUS R�SID,146C I —'�'-tl" ---------14'-Fi"------- 3•F" ' 1' N07E: ALL DECK LUMBER ,�. " ) ), 61, ), F O 0 SHALL BE SP. NO.2 CCA 2'-6" -6" -3' 6'•-- 6x6 POST ( N 2 CG) � IN CORNER OF BVILDINC '� �" I pmlecl#0217 7g1_qn (2)2%10 (SP N. 2 CG) (3)22XE6 COLUMN 8xfi CEDW COLMN SITE: ABOVE F SECOND AVENUE G PECONIC,NY 11858 . ..._ n O `.- iy TAX MAPA1 (3)2X6 COLUNNJ/ N ,e 1000874-20.3,20.9 n ABOVE G G a } OWENER, ALLEN KRAUS yyy X 19 rn R0X 146 0 LVH,NYEET 1120#1� PHONE:7186245198 /''`� ' ') xb •�i (22X10 Nhdo alb ARCHITECT- ( }_ HOUSE PILESS' OW TIP CG WOOD) 2 2 q 2 111 FOURTHAVENVE#2M ,`"� CAPACITY 12 TONS $ 6x8 COLUMN (3)2X6 COLUMN NEW YORK,NY 10003 +. . ABOVE DP-L, NOA - ABOVE PHONE:2126717898 N FAX 212 677 2867 G U 6x6 (S N. 2 GCA) POST 12' DIA. 0 NC. FTG. 24180 MAIN ROAD,P.O.BOX 444 ORIENT,NY 11W T PHONE&FAX:631 32314M n M,, '- 6x6 CEDAR COLUMN E-MAIL sWioab®eeMEnKM N ABOVE DSL. JUST AT ALL I' /SEATAACING (TVP) Lua PRALLELUTSIDE UPARTInOiU5DER DDDEEEZ m O M O C7 M (,4jLU eKi U M _, YW o W> n ^m O TLJ 0 O (2j 3X14 ( ERN PINE, NO 2 DENSE ) TYP. to r ' • _ .. _ a.` :Y 4 4 4 6x9 cauwN ABOVE DE-(, Nol e 1 ��pF NEWY It11 pHBC/y O N 't1��9 �6 4 .F�S3'6 BELOWCAt PO ST GRADE.DIA. CONC. FTG.(TYP) y M LU C2G ORDER P, NO. 2) O N w 04565 o st N N G 19Ipn: O G g 6x6 CEDAR COLUMN ABOVE P` �-` PLANS �_ l 91.—meq. g.,--- —s' 9—� • J a eto: NOTE: ALL CEDER COLUMNS SHALL )j• -0' �•., BE WESTERN CEDAR, 1 NOTE: All FIRST FLOOR DECKING l (" FOUNDATION PLAN ��FIRST FLOOR DECKING PLANURE TREATED ---_N - S-001 a g C D KRAUS RESIDENCE -_-28 4'-- -_--9'-6" __-_-_• 3 6 --1 .y p,oja #0213 r .o v,. / `� ,' �• � SfiE _ A SECOND AVENUE PECONIC,NY 11958 xcY - - 1000-07-4-20.3,20.4 OWENER 1 m ______ - ...._.__.._ .__..............._. .... O, ALLEN KRAUS 145 HMKS STREETNA54 " -/ °i ,' •' - BROOKE 1 PHONE 77 8 821 62451 5188 1 / d .. _ !2\ / '.. 1 ,.i / � /• ARCHITECT: 4hbb W anJtibcb CK. �. yup �• i _ -.. 111 FOURTH AVENUE 82M '.... ( Y'.. NEW YORK NY 10003 '. .. _...:. _. . ..___. ........._.... ... PHONE:2126777888 ::.,..� FAX:2128772887 v ^ 24180 MAIN ROAD,P.O.BOX 44d ORIENT.NY 11957 j ... PHONE 6 FAK 631323 1425 ; 3 . _.. fX _; 3 j � ` ,.... __� � • � E-Muswalue®sarin8nknet z 7777'k IIIF XD: Ui z co N ( M CM V J \ LUA61 Co j- M v � e• r 4 � V / � v x x y0 cvt Sc uj LuC ,4 04 a A �� �� 8 Z�� SECOND FLOOR DECKING PLAN SCALE'S"-t I s .----- ,e� it PLANS AND DETAILS A A , ..M• q krP EC/b: ;._..3•_6+ -'-_ :< :. ., . -.-_ 17• ---. -__. ' :6 i CS:. —:e • _ AS NOTED /• i MEZZANINE DECKING PLAN c_0 02 Y A ; Bi C i D E ! ;�n KRAUS RESIDENCE a poje #0213 SITE: .•� _.-_ 1 '� / ._.__.� PECONIC NY 11958 ...._._-. .._...... ,, � SECOND AVENUE 3�T— e— MN ,; �• TAX NAM. 1000-674-20.3.20.4 a i OWENER ALLEN KS US ST �., :r i,P WHICBROOKLYN, R OKLYN,T Y11201.rb L 7 PHONE:718624 198 PHONE:]1882/5138 � . I 789 2 .,... ._____ .__., ro ___ st C alb 111 FOURTH AVENCT: n , r UE#2M NEW YORK,NV 8 R :�. ���,r PHONE:212811]898 1 C ... -.._ D_•. FAX:212877288]. 24190 MN ROAD,P.O.BOX S OPE h" 4K -- �� PE 12" -- � ORIENT,NV 11957 PHONEb FAX.6313231/26 _' E-MAIL:slucfioab@mMdnk w Q a OPEN TO BELOW l 014 sc� ��9 *�� A ILOFT LEVEL DECKING PLAN ScA s iis' —c- p 'r i � 1 rn J �OF 04588��� ROOF DECKING PLAN 2 -- SCALE fi _ A.. m, ..J .. A r 1 PLANS AND DETAILS x , AS NOTED S-003 �A E' KRAUS RESIDENCE ( B '; C � �: } (2)2x4 STUD 4- 18" - 13-8d NAILS EA. SIDE OF STUD ( pged k0213 -(2)1 3/4"x9 1/4" LVL SECOND AVENUE < _ PECONIC,NY 11958 TAX MMR. HOEDOWN STRAP H _; _ ;,, 100887+20.3,20.4 ALLNE SIMPSON CS16 ALLEN 145 HICKS ET#A54 DETAIL 12 (WRAP UNDER LVL AS SHOWN) BROOKLYN,NY 11201 PNOHE:7,ecz45,98 AR. aero . 1 2 3 A 1 5 ', /1 - ,,,FOURTH AVENUE 82M 10003 -NEW YORK,NY 677 PHONE:212FAX 212 677 2611778911 I 2 ,90 MAIN ROAD P.O. OX -.— .. I444 ORIENT,NY 11957 PHONE 8 FAX 831323,428 —. E-MAIL:sWdWbQwMB .n ---------- t4 t { y I . y rb i _ 6'11. ' T t t tl e } 4 I l LT Y �pF NEW II �� W E * �� ALL �..�. ... u - 4 _ � W t 0458 Z �� ESSIONP� ' O X"y „ ELEVATIONS AS NOTED DETAIL 11 (LKG. DOWN) (�/��' WALL 'D" ELEVATION SCALE.v2°=r-0n S-004 KRAUS RESIDENCE prje #0213 SITE: / -. SECONDNY UE 119 PECONIC,NY 11958 TAX NMR. 1000-67+20.3,20.4 OWENER ALLEN KRAUS 14S NICKS STREET WA BROOKLYN,NY 11201 1 n..,,.�.. PHONE:7,8824 5198 iI t .... i e., 1 '..�.4 a E_Ji' ARCHITECT. /// 11 i FOURTHAVENUE#2M Yc ER 1 r: NEW YORK,NY 10003 �+r✓ ! . I PHONE:2126777898 FAX:2128772887 24190 MN ROAD•P.O.BOX444 ORIENT NY 11957 LLTF`.' PHONE 8 FAX:831 3231428 l il' i � E-MAIL:seMb�ricrrot Y ;I { tl ... ! 3 P � I L • 3I L �III . Lak iI t - - 1 ,Pn --- AT, of NE s��YO c. �9oF 0458$2 .a51 e: / \ WALL "E' ELEVATION ELEVATION SCALE : 1/8 = V-0" aeeb: S-005 i KRAUS RESIDENCE SDE: SECOND AVENUE PECONIC,NY 11958 I TAX MAP*. 1000-674-20.3,2D.4 OWENE: 16 .�.8� 1>.3 ALLEN KRAUS c E L'✓ v `•. 145 NICKS STREET NA54 i( BROOKLYN,NY 11201 r F PHONE:718 624 5198 4-1 — E� ARCHITECT i.... ......_ �Ay REN'YORK.N 1000.7ll FOUffrH AVENUE 82M t t �� r• Y - <M. e PNONE:2126777898 _!— ` "� •.�{ '� ( - ( f _ �. FAX:2126]]258] 4 MAWROAD.P.O.80%M/ ORIENT, ORIENT.NY 11%] —1 PHONE 8 FAX:831 3231126 C.111 - ,r!. v:,, ° E4MNLahgmtliM.M1 2 ; oyi } WALL "6" ELEVATION SCALE , } Jx+ WALL 5 ELEVATION __...__ SCALE �1 r F z i_.:i BLOCKING OOSU SUPPORT POST POSOTD f NE li ------------------ 6X6 CEDAR POST `OH $Cy yO 2X10 FL JOIST 2X6 DECKING JOIST LVL s + �..., �. _ .__. + � i 2 .. t-- 2 i - F �w- -045 1 A SIGN _ DETAIL 1 --sxs CEDAR POST sCALEai2°=,'-0- DETAIL 2 SCALE 112'=l 7 (2)1 314"X9 114"LVL6X6 POST W/1!4"STL. FL.1¢ ELEVATIONS AND _i_. (LET INTO POST AS SHOWN) t—� 1 DETAILS 5 112" - -2ND FLR.JOIST AS NOTED (LET INTO POST) '.. - DETAIL 3 5 112" WALL 4' ELEVATION SCALEAZ_VA' S-006 -- KRAUS RESIDENCE 1 X" SITE " . SECOND AVENUE PECONIC,NY 11958 TA%MAPI: w .. .__.__. - ,_...___. - a•.:„-:. ”{ s,a._.. AL ,-..... 1990.87+20.3.2020 1i' lF OWENER: j , i ':. X• ... ... ALLEN KRAUS ..... C /[ i t: ��� 145 NICKS STREET MA50 r ' BROOKLYN NY 11201 �� - " r ..,• PHONE:7188245199 I ARC Cr: Ei - . .. slWo At acnnrfe i 111 FOURTH AVENUE 02M i �..� (� _]fft'� P ..._. NEW YORK NY 10993 PHONE:2128777895 FAX 2126772887 24180 AWN ROA,P.O.BOX HI rP I+— 1 It:_ ¢I �4--�� I� { I, •, ORIENT.NY 11957 1 PHONE 8 FAX 831 3231/28 EAWILaMioaO®erMYM.AaI - .- � - -- - 4, 16 C 6I -�Slleam nnE u�ealoxc uA wnrl S:`roe: s—` .�ca slaorn,x.>F�Www«w ._. of NE i ; ��Pq�P>♦ s��y09 �� / WALL 2 ELEVATION WALL 1 ELEVATION - 1k .A SCALE - NOTE.ONLY PARTIAftAR'ItiG ON UPPER SHO 'ti FOR G AFt TY N DECKING - 2X6 STUD WALL - F MAPSON ''---(2)2x4 STUD �OA9O. 045882 L18"-13-8d NAILS 2x8 _ 2X10 FL. JOIST - - 6X6 POST EA. SIDE OF STUD JOIST ate: ' Y— i.v w: CCA,)o.z + (2) 2X10 I + I - (2)1 3/4"x9 1/4" LVL L I 2X10 BLOOCKING ELEVATIONS AND 8" DIA. PILE - 2 3X14 GIRDER AS REO'D HOLDOWN STRAP DETAILS O SIMPSON CS16 saM: DETAIL 15 AS NOTED SCALE:112"=1'-O" DETAIL 5 DETAIL 6 SCALE 112'=1'-0" c-007 KRAUS RESIDENCE (2)2X6 JACK STUDS 2X10 BLOCKING " " BETWEEN JOISTS (TYP) "(2)1 314 X9 1J4 LVL CONT. RIM JOIST ggeU%0213 2X6 STUD WALL STE: SECOND AVENUE PECONIC,NY 11958 16" O.C. UPLIFT STRAP TAX MAPN (TYP) SIMPSON CS22(2 REQ'D) 100087420.3,A.4 2X10 FL. JOIST ' 14-8d NAILS TOTAL IN EACH STRAP ALLEN .., 145 HICKS STREET%A54 BROYN,NY (TYP) . PHOONEOKI�8 624 51981 2X10 FL. JOIST 2X8 DECK JOIST 2X10 RIM JOIST/LEDGER METAL STRAP i 7 ._. ARCHITECT: �o&b � 3X14 GIRDER SIMPSON CS22 (2REQ D) 7— I,�_. 111FWRTH AVENUE%2M "' 1 STRAP PER TOP PLATE I P NEW YORK,NY 10003PHONE:212877 7898 14-8d NAILS PER STRAP ' 1 f (3) 1 3/4"X11 1/4" LVL HEADER `" 212"'289' 7'1 24190 MAIN ROAD.P.O.BOX 444 -' I I,, 2 2X6 JACK STUDS OPJENT,NY119 PHONE —� J - ( ) PHONE 8 FAX:833 1 3231428 DETAIL 7 E-MALeNtlbab@arBtlYYvr DETAIL 10 2 NAILS PER STRAP IN (042 EACH HALF OF ROOF GIRDER ROOF SUPPORT GIRDER 6X6 POST TOP OF ROOF INSURE FULL SUPPORT UNDER GIRDER (TYP) ((2)1 3/4"X9 1/4" LVL — 1 3/4"X9 1/4" LVL BLOCKING of NEryY �2IM JOIST \ ,' UNDER ROOF SUPPORT POST. '- UPLIFT STRAP SIMPSON CS18(2 REQ'D) �Q� �pH SICy 09 22-8d NAILS TOTAL IN EACH STRAP `u (2)2X6 TOP PLATE UPLIFT SIMPSON STRAP CS20 (3 REQ'D) 4°TYP) i 18-(11-8d NAILS PER STRAP EACH SIDE) W/18-8d NAILS TOTAL _ " h 2X10 FL. JOIST @16" O.C. N IN EACH STRAP `METAL STRAP SIMPSON CS16(2 REQ-D) -- (3) 1 3/4"X11 1/4" LVL HEADER 1 STRAP PER TOP PLATE ' SSION 6X6 POST 26-8d NAILS PER STRAP e e; nWsion: DETAIL 8 DETAIL 9 DETAILS euN: 1n�ra S-000 SEE DETAIL 9 (SIMILAR) KRAUS RESIDENCE )ROOF SUPPORT GIRDER A A(, & ' LIF I S1 RAP IMPSON CS16(2 RE01)) 6X6 POST (I�&d NAILS ?X6 TRIMMER "woun 14- MIN,IN FROM ROOF :A (3)1 3/4-X9 V4-LVL EA,STRAP) SUPPORT GIRDER TO FIRST SITE. V6X6 POST FLOOR SECOND AVENUE PECONIG,NY 11958 is jig TAX MAM. "A-V 1000-67-4-20.3,20A 2&8d NAILS Il E p IN EACH STRAP (3)2X6 OWENER ALLEN KRAUS 145 HICKS STREET#A54 A.:- BROOKLYK NY 11201 PHONE:718 624 5196 XIO f-.JOIST ARCHITECT 14" (2)1 314'XI)114-LVL.IWST FL,R 61,940 ffb wchKeds METAL STRAP Ill FOURTH AVENUE (3)2XS (13-8d NAILS SIMPSON CS16(2REO'D) NM YORK NY 10003 MIN,INPHONE:212871706 EA.STRAP) Wi8d NAILS AS SHOWN FAX 212 077 2587 24190 MAIN ROAD,P.O.BOX 444 ORIENT,NY 11W NMEZZANINE LEVEL PHONE&FAX-6313231426 U 6X6 POST E-MAIL + + FROM ROOF ABOVE (2)3XI4 SIMPSON H01()A HOLDOWN rSIMPSON L70 REINFORCING ANGLE FIRST FLOOR LEVEL 0 2X10 1 --Fy- LEDGER 7-0-+1- . (2 2.6 TOP PLATE 12)3XI4 2ND FLOOR 2 C. –3q16 O–C- 76" Oc ()F N (2)2x8' (2)2XID - 133ai HEADER MPSON H25A DETAIL 4 S IA HURRICANE TIE LOW ROOF FRAMING MEZZANINE -0466 2XII EXTERIOR WALL 2X6 EXTERIORWALL PARTITIONWALL 2xio AY J.-6.(t 2XI0 PER ARCH PLANS 2X10 I I �4)1W CIA.GALV BOLTS 2X10 DIA6 GALV BOLTS 10 (2j 3X14 GIRDER K2'3XIA GIRDE U'Sp SIRAP S70W/8 1Dd NAILS,6 BLOCKED FILCMAT R ;'r 2X6 WALL (2)3XI 2 GIRDER as PROVIDE NYS CODE P 1 SAFETY RAILING y,2R&ST HANGER i 5"ITYP) 1 ST FLOOR "I NILS (4)3,4"DIA GALV BOLTS DECK JN�.' -HOUSE 8'DIA TIMBER PILE ----8'DIA TIMBER PILE A MIN.EMBEDMENT W 2X10 MIN EMBEDMENT 36" SOUTHERN PINE GRACE SOUTHERN PINE GRADE i (`i41 314"DIA GALV. BOLTS ZXS 6CA 06J 2X12 DETAILS X8 12%,3 4-CIA GALV BOLTS! TYPICAL PILE FOUNDATION SECTION TYPICAL PILE FOUNDATION SECTION 9 1 k2)3XI4 GIRDER CCA 2 i P' . 5,(rYP.) 12)ZX12 CCA GIRDER 3i4'DIA.GAL V. BOLTS scws: 3112'(TYP) AT DECK ---8"DIA.TIMBER PILE SUPT GIRDERS- 6X6CCA POST WN.ENWOMENT36- TYPICAL DETAIL @ WALL LINE TYPICAL DECK SECTION S-009 KRAUS RESIDENCE A a i C i D (2)2x4 STUD 18"-13-8d NAILS EA. SIDE OF STUD W01W 0213 SITE SECOND AVENUE 'E00NIG.Wil9w —(2)1 3/4"x9 1/4" LVL TAX MAPV. 11000417+20.3.214 HOLDOWN STRAP OVVENER ALLEN KRAUS SIMPSON CS16 145 HICKS STREET l BROOKLYN.NY 11201 PHONE:718 624 5198 ie , SULATI t 1111S 1ti U 111011 WMA,WI"I I I III, DETAIL 15 SIRi-C!L RAI,1111 WIXIII S) (pNIIA7 ARCHITECT HfK)R Ill AN(NOR IWO ab 111 FOURTH AVENUE Ill NEW YORK MY 10003 PHONE:212 077 7898 FAX:212 677 2887 24190 MAIN ROAD,P.O.BOX*H -A' ORIENT.NY 11957 PHONE&FAX 631323 1426 *12". '�k EAIAIL:sbA=bQ?@wlN1nl NA, NENr 1A SIC WALL "2" ELEVATION AA cr— LIJ, LAJ NCO AADF—.04 ELEVATIONS AND DETAILS AS NOTED S-010 w I KRAUS RESIDENCE NAILING SCHEDULE AS Pea ANEw:,,Ny r:css:L a Ls o:cro aAl - wN.•a Frn•.:.ez=wa.o-ra�Lalcs .......... swse:1 a<x:. .FII Dscrwanca, b4L a' FLOOR JOIST 703x14 GIRDER CONNECTION -- .(J•ia6•n fly DETAIL Y -" --.• r CIXISLE STUD a EA H9tifAiiN :-GJq&E STUD f§EA HOLQTAM A-- _*,-SMVS1X4 HCHOA HCYWNm M xw a, ;pj1 O4 EACH iH.ADCM?4lttP) SITE:u..,, x t -1-D11D WALL SECOND AVENUE : RUFWVN'G _ - •IYPA[N% 1 ' ASTMIAE)t?"6\LIANl3D 'b'+3'-JA&'AiS. ;212x6 PECONIC,NY 11958 d2j2N0$EACH MCiDO'MI{iWt -_ TAIL MAPM t : J U,P.BOLT TF?) 10 F LOST S MFSON :-�,ce.c! N610AROI.DMA .` 'Z14•NNIER 1000-67111-20.3,20.4 < M sEAwNc e- 2¢STUewau y�q(y p lra yr 1_ .. to �WENERLEN RAUS '""' SEIWEe L oSTS �. TYPICAL CORNER STUD FRAMING 145 NICKS STREET pA54 ,yaq:ASOLT� I-Swi< BROOKLYN,NY 11201 rt a=- y :"TYV• S" DENSE / F',� f' P PHONE:718 624 5198 i. - , QPP:f YPXE WALL SECTION @ ANCHORS WALL SECTION @ ANCHORS ARCHITECT. _;:Nx<rseuTwe,_; &CONNECTORS(WALL i SHOWN) &CONNECTORS(WALL E SHOWN) .` eMEb W nG18eW �•`..� ��".*„' 111 FOURTH AVENUE 02M NEW YORK NY IOD03 PHONE:2128111898 .__ 241 7128112881 L A.:PAnINr.- ! qoL�.IOWN r.• '"' ORIENT. NR1957 80X 4N SIM snN HD:oA -. ORIENT.NY 11957 . 1 •-. L i J. i+.:,: PHONE&FAX 6313231426 MNL sW9mb@,r8iiL.nel 1W UFA GALI 1.5" 5.25" E- 1/2"P_(TYP) IF IF I "'.. DETAIL 20 BEARING It DETAIL - " ............. IF, I fl, 1 1-1, (02 .0 r A1, _ OF NEk. utiA y�FFAF FIA, a x .,. ... .. Y r F_ M:. 'A I _ .. .,.,a k„Y, .y ., * , IliIII ., _ - ,.... LL I— ... ,.'�....„. ” "0 " w_ « . „ I, ° LLL. - < e ..:.wc. I a .o _ t w ^ry r r wuu ,.a , 1 " , N� r: il ,F f �A 04555 w 11� h : w<a s a n•y a i .111 s.It., r ., A< OFF ,. V F. v, 9�FES a s c.. -1, .,... 1 c. . ,. a v v, .es.,✓a .y r tlBts: 4 IF IIIFIFI�IF IF x s CODE SHEET j.: , x Y AS NOTED t GENERAL NOTES s ^-00 ) KRAUS RESIDENCE = �1 an om r�111M 1�rarn as vIs afol IpNI A 1•MY 0 4-101 W U yyr rW wr PLAt • M10 ac� • pI��>• pralecl•0213 : ii�lO�fi1 • SITE: • SECOND AVENUE PECONIC.NY 11958 SIMPSON STRONG TIE 11 TAX MAP,w HEADER TO JACK POST ,',""' 700P87'-�aap" CONNECTION DETAIL DETAIL FOR FIRE STOP OWENER PER R602.8 RESIDENTIAL "5HICKSKRAUS 145 NICKS STREET 01 CODE OF NYS BROOKLYN.NY 1198 1 1/r PHONE:719 8215199 ARCHITECT: eWMo vb ard*a 111 FOURTH AVENUE 02M NEW YORK,NY 10003 PHONE:212 977 7898 FAX 212 977 2807 A{IY I{AaM 24190 MAIN ROAD,P.O.BOK 4N PHONEORIENT,NY 1107 .631 �p► PHONE 9 FAIL 831 3231428 No 81ILVA"ll 118I UK or ow E� L e .abae•tlY�Yc.M HIM =0"'O1Q"0fe TYPICAL MGT INSTALLATION am1f11e1 MAU J WE t WITH PHDS m MT Mu Ems= arloaoD•u as 10o MW °ft ON~N9oo a1 saw.) A - . •• b JOIST NAILER PLATE DETAIL f, F NEy,Y �9 M ,A LL 2 4588X? iO90FES v aMebn: DETAILS s 19: AS NOTED D-01 PROJECT: KRAUS RESIDENCE CONSTRUCTION LIST OF DRAWINGS KRAUS RESIDENCE Tot TITLE SHEET A46 ALTERNATIVE it: OWNER: ALLEN KRAUS A01 SITE PLAN TYPICAL ION PANEL DETAILS 145 HICKS STREET A54,BROOKLYN,NY 11201 AOI KEY PIANS PROTECTION PANEL DETAILS 7186245198 A03 FIRST FLOOR PLAN,EASTERN HALF M01 PLUMBING LAYOUT - ARCHITECT: STUDIO MB,ARCHITECTS A04 FIRST FLOOR PLAN,WESTERN HALF E01 ELECiPoCACLAYOUT LONG ISLAND SOUND HIL1FJ110 ARIRIO.N A05 MEZZANINE PLAN,EASTERN HALF E02 ELECTRICALLAYOUTS , A06 MEZZANINE PLAN,WESTERN HALF - A07 SECOND FLOOR PIAN 5001 PLANS ,t project%0213 24190LWNROAD A08 ATTIC PUN S002 PUW6AIAOETAILS STTE LOGTION A _ P.O.Box 444 A09 EAST d NORTH ELEVATIONS 5003 PIANSAND DETAILS "b ORIENT.NYt1957 A10 FASTS WEST ELEVATIONS E ENTRY SD04 ELEVATIONS SITE: TEL 8 FAdiogQ 3 dfir COVE 5005 ELEVATION PECONIC,N AVENUE emei MIdpM®pNeink.nal PECONIC,NY 11958 STRUCTURAL ENGINEER: viz SOUTH ELLEEVA IONS SS000077 E�"�AND�"I� Joseph Sdmilt ConstAing Engineers A13 BUILDINOSECTION t S00x �"��"��"I� TAX MAPM 12 VVpe Way,Sony Bmd.NY 11790 A14 BUILDING SECTION 2 $p00 100067420.3.20A IN.:831 6897270 A15 BUILDING SECTION 3 5010 AND DETAILS 0 a Lac 6317517047 Ate BUIUXMG SECTION 4 000 f�- OWNER: o4not A17 BUILDING SECTION 5 ALLEN KRAUS A18 INTERIOR ELEVATIONS t - \ 145 HICKS STREET#A54 A19 INTEUOR ELEVATIONS 2 �• ����M� SOUTHOLD BAY \ BROOKLYN,NY 11201 A20 INTERIOR ELEVATIONS 3 NAILING& TfYJxW PHONE:7186245196 A21 INTERIM ELEVATIONS 4 A22 INTBMOR ELEVATIONS 5 ����p�/rM SUMMARY OF WORK - A23 FRAMING ELEVATIONS 1 f7G\GtM7ST7E�/ti a THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: A24 FRAMING ELEVATIONS 2 ARCHITECT. A25 FRAMING ELEVATIONS3 Ma1u sT adibN APB FRAMING ELEVATKINS4 A NEW R68IDENCE lH PADIR1NG OF IoM PLATFORM CONSTRUCTION ON WOODEN POLE A27 TYPrALVWDUM DETAILS 24190 MAIN ROAD, FORIIAAiIOII VRM RADIIWT NFJI7ILNG SYSTEM _ A28 WIIAOINAL3&10 PLAN DETAILS E V P.O.BOX 4411857 A29 WRGODW M 3 f 10 SECTIONAL DETAILS B. F A30 TYPICAL DETAILS - PHONEa FAT(:6313231426 A31 TYPICAL EXTERIOR PLAN DETAILS A32 CODE COMPLIANCE A37 sTGw z PLANS HOG NECK BAY E4ANL;�.ne THROMBIN LOYVER PART A t�Ay. I.) Uses)x08 Oacupavy CWsWce8a(e):R-3,Ons FamMy Dealing AN STAIR DETAILS 3,SECTION • ��. HIIpKand FiaMaa2IV-r.2 steMK FMAa UPPER PART FL�IN N N..'aiAMTl' 3. Tyes Typelv,� AM SATMROOM-1 DETAILS A35 DETAILS,.cRosss UFMC RTIFICA rONm fesip LACE DETAILSLECONTENTBEFURE - L-•Y�Y7VfT" &I omnow Sons asuchirm Closings " OIAOCRDETAILs L) Design Saw 3mcuwDmhw A39 ALo4WERTTIC ATEOFOCCUPANCY7.) VNtlOanY dptscJNdds Use weticene Rated Windoas and does,See Spodkellons A9 TYPICAL DECK :x.. - BJ LOW paTM Aero Motto fMAMMIee See SbuWaal OraMtge Mt DECK STAIR I DETAILS 9.) NalingandlviceenedbrlsoBe4M.5amYnpMW:SeeftaYnlDraeigs A42 DECK STARZL3DETAILs 14LLPWh(2iwG .tis.STE USED lNW,QTER . 10.)Mptp or Eveposvy EMNroaI�I Escape B Rescue OpeMlps):See Spetlgntlons A43 ENTRY OEAKDDEETTAILSI ��dI RWATER��LiN�C'.J Ivt"D ! SYSTEM CANNOT 'R Fr' 3 1 11.)PMwbYnp der argrem sasMM •�"` A44 ENTRY DEG(41ETAILS2 NCpN4NSAa pIDFORE CiOVERING 12.)L6pNN OI&O W06KSM O"WOK L&Wnokt dI SME-01&02 MI5 KffpEN SIDE PORCH DETAILS 13.)Trop design dnrAWO eeh IlIMI whon:rda 40 OF_ 1%LEA 14.) Energy TaladNolw km design pKI(awk ol:See RasCladc CerYMate &, < 1 ABBREVIATIONS LEGEND AND SIMBOLS Naa�L�TRn�NMt� ORIF _ !. GENERAL NOTESFINISHED. AFF ABOVE FLOOR TTEELL T A/CGRLICWE FRAmINa MITI ILSURVEYn 1. WORK SHALL BE EXECUTED IN FULL COArL1ANCEIMTH THE APPLICABLE PROVISIONS OF ALL Q AT TH. T#NCWNM LAWS,BY4AWB.STATUTES,ORDINANCES,CODES,RILES,AND REGULATIONS. THE B.G. BOTTOM OF T.O. TQPdrOF FOUNDATION LOCATION 1GOrFa CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY PORTIONS OF THE WORK IN CLO, CELOA TYP. TYPru DETAILBSI.�S hPPROVED. THE CONTRACT DOCUMENTS THATARE ATVARNNCEWITG THE ABOVE. Nd WORKSHALL CONC. CONCRETE U.O.N. UNESS OTHERWISE NOTED PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. CONST. CONSTRUCTION V.I.F. VERIFY INFIELD _ CONT. CONTINUOUS W YOUTH ! 2. THE CONTRACTOR SHALL.FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE. DET DETAIL MY WITH WOOD �9 al 3. COORDINATION Of ALL WORK UNDER THIS CONTRACT SIWLL BE MAINTAINED TO ENSURE THE DOii. DO U W,My comm WI"f PALL SECTION AND SHEET NUMBER QUILIT'ANDI*ELYCOMPLETION OF THE VENIN. DDim WG BANNINGMt VSITERPROOFINKI ANS'VVR GINS Ee l� voWs 4. 8HALLPERFORMALLCLEAILNG,IXGVA770N,GRADNIG,CURINGAND ELEV. ELEVATION NWTIRRfi7f1TGYPSUM/'eelR EOT3� ATIONANDSH REDUWRETGTO COmFLE7ETEWORK OR TO MAKE ITS PARTS FIT TOGETHER DUST. E WALLQMRD -..;-t. Y COMHWMMBBIGTHE QUALITY OF THE WORK ELEC. . 4 h - Q. 5. NO STRUCTURE SHALL BE CUT.NOTCHED OR CORED WITHOUT ARCHITECT'S PRIOR EE%T. APPROVAL. FF FLOOR 9IOtD]OrYN311 DOORNUMBER ;. FIN. YIR FlNISHED - 8. ALL PRODUCT AND TEST INFORMATION SHALL BE PROVIDED AS REQUITED. �� {w„ dyRINMl,Byy� VI 7. IN10PLTRAW=1;:CABRtTRY NEED TO BE SUBMITTED TO THE OWNER'S AT FT �T 4NNwM WINDOW NU .pjc ItEPIEBENTATNE FOR REYEW. L& ` S. ANY ET)OPOBE QKVAW EM TO BE SUBMITTED IN WRITING TO THE ARCHITECT FOR H Gm WALL BOARD O Q n LL 01111 b INNM YYEM PRIOR TO PURCHASE OR IWTALLMK HRDINO I s HVAC - VENTILATING AND - ROOM NUMBER :8115M 9. AMV; CAUSEO?BY THE CONSTRUCTION OR ASWMTED LABOR SMALL BE REPAIRED NO �� �4 , •"� OK, OR TO MATCH NEWVYORK AT NJ COST TO THE OWNER. LAK VENEER LUMBER yr 10. INE RDL SHALL BE RESPONSIBLE FOR ALL INJURY TO PERSONS DUE TO THE MECH. #�L• CONTRACTORS AND SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION M¢ 3" STRUCTURALD - AGAINSTSUCHINJURY. MIN. a- �, , MTL OCCUPANCY 11. DNO AILY. THE SWILLBEALLOWED TOOOM CL AN AT THE SITE.THE SITE SIMLLL BE CLEANED MR METAL ITLE SHEET DAILY. THE SRE SPINEL BE LEFT BROOM CLEAN AT THE COMPLETION. N.I.C. NOT INCONTRACT 3” FINISHED DIMENSI 12. THE CONTRACTOR SHALL PROVIDE ALL WARRANTIES.GUARANTIES.MAINTENANCE MANUALS. '.. P� NLYIAOOBC"LE MOMG AND PERMITS. D.C. ON CENTER l skis uNJ�. R DIET N S WATER RUNOF� Cp LL ///�����, - PURSUANT TO SECTION 45-100 Ofp_E -aFIBI 19. REFER TO SPECIFICATIONS FOR ALL SCHEDULES. REOD. ROOM OWIRED WITHOUT` P— OF THE TOWN COD SF SQUARE FEET ',n ell Jr vn THE VTT'111 CODE Sim. S STAINLESS STEEL Of STL STEEL T-01 KRAUS RESIDENCE N v Qj PJW 40213 SrTr- ��j Q 'JCf�yC 110 SECOND AVENUE PECONIC,NY 11950 O TAX LIAP4: 100047-4-20.3,20A OWNER,ALLEN KRAUS 145 HIM STREETWA54 ^� PHONE:YN,NY 718621196 O PHONE:71462/5194 1 � O � 61 ` ARCHITECT: 24190 MAIN ROAD, 4 7 BOX DREW6 PI B�FAX$313231126 O 4 O(` g °+K �• , w``' E-MAIL:Wdo�b@wKYCM d lop 76!do. � mnoe®o4a _ d O237bi o �t M 7 . v e 16 16— ' 1 es:0115M v7 « 106' 16Nlld` L , 0$p J Ui SITE PLAN z _ w - X NOTE: 3�: z � O THIS SITE RS.R WAS DRAWN BASED ON THE MAP BY JOIW C.EHELERS LAND SURVEYORS, NERHEAD,NY,SURVEYED 12-10-0110-01 =W EXISTING SLOPED GRADE SHALL BE PRESERVED,EXCEPT WHERE REGRADE IS OR A-0 1I REQUIRED FAPPROACHES 8. CE KRAUS RESIDENCE - 41 1 1 1 1 1 1 1 1 tY I(Im1T O 8!AffiN4lmt e \ 0 projep 60213 ® ® roeawr ar I I 'I own.wd� p°� o• srm: 110SECONDAVENUE a P--4 '� � 0 2 2 \ FECOW.NY 11956 TAX MAPA ,o p o �.$ \\ O l000-er+2oa,xoA AUDI KRNA ,I'MHKMSTMETMN _� O O I 3 • \ P1601 :71$82/5108 0 0 i a — —— ——_— El ARCM7ECf: akwb t axtiNN 1 • �® ` —— — • Y 2419D MAIN ROAD. P.O.BOX 414 .. { 5 ORIENT.NY 631 - �• • TI — 1 v n �./ I{--�I PONE i FAX 7C 837 3731178 E E-MAIL YNoaE®•�8i8.ne1 I 1�0�5 `s.- � aunty �1 �� •. y'1 � 8 L o 4,8 T1 3' 1 7 A� x�, a C D E C D E D E ' y �1 FIRST FLOOR PLAN n MEZZANINE PLAN SECOND FLOOR PLAN ATTIC PLAN G Noma A V (�)Q E 1 1 2 a< .4 " ,a• \ 3 \ - OMs iR6A 4 _ \ `\ uN•Isc 1p /� CHWANEY \ KEY PLANS 1 \ 2O OIITTFIt 1 1118y1'4' A D E C ROOF PLAN J [A-02 KRAUS RESIDENCE CEDAR SIDING A B ALUMINUM PANEL 8. E 3-14"X5z"LVL �21 „ 10” 31, 51. COLUMN - �N 2 2'-07" R.O. g 2 iN A44 Aio X6 CEDAR COLUMN 1 — _ - vreiect a 0213 ED R DING SITE: O KITCHEN-SIDE POR H�� - 110 SECOND AVENUE _ DN 1 PECONIC,NY 11958 N 1. A4d CON RE PAD b i}1a 2 TAX MAPA: 6'X4' R.O. �N 1000E74-20.3,20.4 O _---- OWNER: 0' 2 ALLEN KRAUS UTILITY 145 HICKS STREET gA.54 O _ BROOKLYN,NY 11201 01 NdD O 1� ID PHONE:71882451% iv YPR L io 1055Wd abarchitectsATHROO 1 KITCHEN 24190 MAIN ROAD" ID 103SINK ORIENTTXNY 1957 3-14X5� LVL 051 PHONE B FAX 6313231426 COLUMN REFRIGERATOR p O E-MAIL:stWimb@eaMlink.net �v �N DISH WASHER 2 DN N 4-6-161—.—T-11"�3 —3 2"� 2 DRAWER "c��10 Afto CE AR 4X4 C 01 M L1, 2^ 1 1 113'-10 " 3'-3" - 0 O ALUMINUM PANEL -T-v-1 i STOV 1 UP Q' � Aeo NTRY DECK � 1 ALUM. ANEL X4 CEDAR POST &14CP f.` D 3 X6 CEDAR NO1E$ COLUMN 3 3 4BOXED ABOVE THE 1FL JOISTS EDAR PANEL c' BELOW MEZ. FLOOR CO ------ ( ON GWB ---- I X6 CEDAR COLUMN I ALUM.PANEL----Z t O K DINING 32" 1 T-3 102 O r ih o 8.2 �" I aata:e/lvoa "PILE FOUNDATION, D reNeion: I P. 1 4114. 3-1LUM LVL 1 " COLUMN 2" �,� FIRST FLOOR 3' 2' 1q" EASTERN HALF R.OR.O � _ io I efak: 2 O SIN ON GROUND WOOD D C�( li ALUM. PANEL— 1D DN DN 9 A-03 KRAUS RESIDENCE "PILE FOUNDATION, D I TYP. 1^ 3-tj"X5j"LVL Pmieota 9213 12 12 4 COLUMN '&21.. M SITE I 110SECONDAVENUE O R.O.3R.O. 2-14" PECONIC,NV 11956 TAX-67 N - I ---- — 1 W0-GTd-20.3,20.4 --- 2L /// SIN OWNER: O J ALLEN KRAUS ON GROUND WOOD D CK ^a2 ALUM. PANEL 0 BR OKLYN,ICKS TY11 01 DN BROOKLYN,62 1198 DN PHONE:]168245198 DECK STAIR 2 DECK STAIR 3 0 N ARCHITECT: - L 2Nalb arcbO 6 2414I90 MAIN ROAD �N r-IN 1 3 ORIENT%444 f�J .40 A.4 ORIENT,NV 11957 fV X6 CEDAR X6 CE R PHONE S FAX 631 323 1426 ® ® COLUMN COLUM E-MAIL:sMimb@eaftlink.net I I I I IN 2. D ��REO wRpyi r ILA, x6 CCA COLUMN,TYP. X4 CEDAR POST,TYP. k ZD - N DECK ST IR 1 LOWER DECK �� 7 I - ® 40 N NOTES' I I I iM M I ul �N I I I ^3 z" 32" y2" Z. ® ® misem: HS/04 - jN nrvisi C] g _ _____ _______ 6 1' '-9" 51-9" 1'-3" '-6" NOTES: 9" 3'-3" 11' ® COLUMN OR POST CONTINUES ABOVE RAILING HEIGHT FIRST FLOOR El STOPS AT THE RAILING HEIGHT WESTERN HALF A C D E sole: v4•=V4 [A-04 KRAUS RESIDENCE A g E 4. 10'-2" 81 1 X6 CEDAR 52" COLUMN 1 1 Project N 0213 V� -lrX5}"LVL 3-2X6 SITE: COLUMN COLUMN 110 SECOND AVENUE I PECONIC,NY 11958 N� TAX MAP#- 100 74-20.3,20.4 OVMER: ALLEN KRAUS 145 HICKS STREET#A BROOKLYN,NY 11201 OPEN TO BELOW PHONE:718 624 51M OPEN TO BELOW - p0 ARCHITECT: studio alb architects 24190 MAIN ROAD CYPRESS PANEL ORI NT, 444 3-1 "X 1"LVL 3-2X6 COLUMN ORIENT,NY 11957 X:631 a � PHONE 8 FAX:631 3231426 COLUMN //--GWB E-MAIL:slutlioab@earthliMc.re[ I 2 2 C �&D ARCy� 0 1 1 1 ARf] 3'-3" D ICn OPEN TO BELOW t 3-13'X5"LVL COLUMN CP QOk � S O X6 CEDAR 3 NOTLS: COLUMN -------mm: Ilk 3 E13 UP DN c� 1 q _22^ EDAR PANEL -22^ CEDAR PANEL — n B.2 RO 2 HEARTH ON GWB OPEN TO BELOW 12X12 LATE TILE 56"X16 4 .3] .34 " A.33 1^ .I' LIVING CEDAR PANEL 2 ---CEDAR PANEL M i+1 _ ih / ON GW M01 ` � .30 sale:8115/00 4 ww.: rq O /A D 1 1 1„ 5" 12„ 12^ 4 MEZZANINE PLAN 3' EASTERN HALF R.O. R.O. R.0 �N scab: bN 3-1i"X5"LVL 10 ��$" COLUMN N A-05 3f„ m � LIVING CEDAR PANEL 2 ---CEDAR PANEL KRAUS RESIDENCE N M01 ONGWil c D project#0213 5" 12 12 4" SITE, 110 SECOND AVENUE N rt.0. R O. R.O. PECONIC,NY 11956 N 3-12"X5j"LVL TAX MAP#: 1000-67-4-20.3,20.4 ON OWNER: ALLEN KRAUS � • 10 145 HICKS STREET#A5/ 3 BROOKLYN,NV 11201 2'-f4" �p PHONE:7186245198 �N ARCHITECT: IL" stwb alb architects 5 24190 MAIN ROAD P.O.BOX 444 �IORIENT,NV 11957 t�JN `M X6 CEDAR X6 CE R PHONE 8 FAX 631 3231426 UPPER DECK COLUMN COLUMN E-MAIL:stutlioab@eaMlink.riei Aft i? fo V 4" vi l -1 Li N NOTES: I I N / I I I 1V`I FUTURE(N.LC.) RUCTU I I I � MNN DN .- I I _ I _ I I 1 4 2 _ Catei&15104 revision: 6 6 MEZZANINE PLAN �3Z2Z 3'-3" 11' WESTERN HALF va•=1•-0• z 41 A-6 N 2^ ALUM.PANEL �-2'�8 �–�'_7^� 1'_1p^�2'-48"� Z �N KRAUS RESIDENCE 1 � O O N -14"X54"LVL 19 18 i � COLUMN 17 1tw bN �a 12'-1" '-10" Project#0213 ' $ iD CHILDREN'S ROOM SITE: N 110 SECOND AVENUE i�1 GUEST ROOM PECONIC,NY 11958 04 n m 2 p1 N \ 203 O TAX MAP#: 11 1000674-21)3,20A (D 7 OWNER: ALLEN KRAUS CEDAR PANEL— 3-14"Xq"LVL _ - IN O 145 HICKS STREET#A54 1 BROOKLYN,NY 11201 bN COLUMN =_ ---111 PHONE:1186245198 1. 4 2 6 3-2 �N 2" ARCHITECT: slWio aD ercNitecls N 24190 MAIN ROAD 2 ORIENT NY 57 PHONE 8FAX; 631 N AIaD� I� 3231426 38-12 E-MAILsWiwb@ealnk.nelHAL 2I N11 iii 201 C .30 BAT''ROOM 2 2 3�" W 1 AR PAN A 16 nlro YPRESS ANG ko T-6" - 2 (� V � kN "t ALUM. PANEL `ia . ALUM. PANEL 3-1a"X54 LV COLUM O N '-10-2 1D5 .1 2 3 — iv ^ UP 1 DN 1 as TUDY " NOTPs: •_22 32" 32 205 " \ ih CEDAR PANEL —2'- 2'-82" 3•-3"E 3'-3" ' 10" N DAR ANEL I 3-1j" MN LVL B.2 B.3 C 4" ]4 OiN 2'-4"--f-2'-4" I N� MN �O OPEN TO BELOW j"x1 }"TRIM1 14 32" 10 O WB WRAPPED (�J L/✓✓ \ V m 1 MAIN BEDROOM Q - aafe:8115/04 1 202 revision: 32" 17' O 11' 3-1y"X5 "LVL COLUMN 4 SECOND FLOOR �s SIN 77ALUM � 2" 2. PANEL '-6" '-6" 1s a�r6• CEDAR PANEL 3 rl 66111V CEDAR PANEL---/ --�V-02"--� —� KRAUS RESIDENCE A B E 3 " 2'-48"-� 2 , SZ" N project#0213 22 O SITE: 14"X5z"LVL OSECONDAVENUE COLUMN 39 1 f+J�� PECONIC,NY11958 MA i ih TAX P 1000-67<-- 20.3.20A \ \ OWNER: \ \ 2 ALLEN KRAUS \ \ OPEN TO BELOW A.3a 145 HICKS STREET#AS4 \ \ ^ ) PHONE:)862451% \ \ LOFT \ \ ARCHITECT: \ \ DN WB WRAPPED studio aN am dews 241N MAIN ROAD P.0 BO\ \ ORIENTTXNY 11957 3-14 LL C t ' \ PHONE S FAX:631 3231426 �N = COLU 30 E-MAILalu0i0a0@earlhliMc.ret IN th 3Z 2'_1" All `Q G SIN \ 20 - \ \ NOTFS: 3-1'j"X5}"LVL COLUMN \ \ 3 \\ ETA:CHIMNEY \ _ 4 \ \ OPEN TO BELOW \ \ Z" \ \ \\ 3-14"X54"LVL C? raj \ \ COLUMN OCC,p date:=n5/04 revision: \ "VIPO \ OPEN TO BELOW ATTIC PLAN 3-1jj"X5j"LVL vai•o- 4 COLUMN A-8 KRAUS RESIDENCE ALUM.PANEL,TYP. 1X6 CEDAR SIDING, ALUM. PANEL,TYP. 2X2 CEDAR STAINED,TYP. LATTICE, 2 BLEACHING OIL, 30 \ TYP. \\ "OUT-BUILDING" U - UILDING woia�luozl3 TB \ N.I.C. SITE: 1 IIS \�\ \ \\` �\ PECONIC,NV 11956 E \ \\ \\\\ \ TAX MAP- � 10004374-20.3:20A ALLEN KRAUS 145 NICKS STREET MA54 ----_ _- _- - BROOKLYN NV 11201 r i -I- PHONE:]186246198 i 3 2 J .31 2 .31 .31 ---T-- ARCHITECT : A31 SiWio 828lChi18C15 EE 24190 MAIN ROAD _ P.O.BOX 444 ORIENT,NV 11957 --- PHONE S FAX:631323 1426 3 1 E-MAIL:StWiaaO@88Mknk.W I : I I t 4 .40 I ? F 3 G? Q GCS A31 olz � Z 4 .30 W/NOS .30 W/NO SOFFIT {t'. 1X6CED/{.F{SIDING, W/NOSOF`IT 2X2C AR STAINED LATTICE ING OIl� NOTES: u Ll u u u u u u CaIH:8/15/04 revition: EAST AND NORTH ELEVATIONS wale: va•=r-o• EAST ELEVATION � NORTH ELEVATION ' A-09 KRAUS RESIDENCE ALUM. PANEL,TYP. ALUM.PANEL,TYP. project#0213 SITE: 110 SECOND AVENUE P-CONIC,NY 11958 .3 TAX t 1000E7-67 120.3.20.4 2 OWNER: ALLEN KRAUS 145 HICKS STREET#A54 _ - --- — - - BROOKLYN,NY 11201 PHONE:718 624 5198 i 5 31 2 A.31 ARCHITECT: studio alb a¢hihcts ]151 111 FOURTH AVENUE#2M NEW YORK.NY 10003 PHONE:2126777898 FAX:212 6712887 24190 MAIN ROAD,P.O.BOX 444 ORIENT,NY 11957 PHONE 8 FAX:831 3231426 E-MAIL:sWdio8b@eaMIink.0et PLYWD SOFFITE9E=1 F� � 1a i NOTES: - u u u u u u u u u date:8/15M4 revision: EAST&WEST ELEVATIONS @ ENTRY COVE scale: 118,1-6• EAST ELEVATION @ ENTRY COVE WEST ELEVATION @ENTRY COVE A-10 KRAUS RESIDENCE ALUM.PANEL,TYP. 1X6 CEDAR SIDING, STAINED "OUT-BUILDING" N.I.C. - I>1M�a 0213 SITE: " - PECONI ,N AVENUE PECONI CNV 71958 TAX MAP#: 1000674-20.3.MA OWNER: ALLEN KRAUS STREET BR OKLYN, Y11201 SM1 PHONE:]86245198 F771111 31 I� d � � I CTION THRU ARCHITECT: MAIN BEDROOM a dio em atinhaar 26190 MAIN ROAD .31 1 P.O.Box 444 - ORIENT,NV 1195] LIGHTING _ - PHONE 8 fAX:631323 1426 Ado E-MAIL:slu0bah@earlhlink.riel I C I P I I ti I � M 5 ii � t F tr, G A30 it ii ii ii ii � i ii iid� n�C�JR ii MOMS: BLEAC I G OIL Li u U fid, T..,-A" Este:&15106 revision: WEST ELEVATIONS scale: 118•=1.6• 1 WEST ELEVATION INCLUDING DECKS WEST ELEVATION EXCLUDING DECKS A-11 KRAUS RESIDENCE 1X6 CEDAR SIDING, ALUM.PANEL,TYP. STAINED "OUT-BUILDING" 2 N.I.C. proles[#0213 SITE: 110 SECONO AVENUE I PECONIC,NV 11958 TAX MAP#. I 100D-671-20.3,20A m OWNER: 31 ALLEN KRAUS 145 HICKS STREET#ASM1 r =— --- T i --- BROOKLYN NY 11201 --- -- �. PHONE:718 624 5198 i iI t I : I � I I� 2 'III I 31 . ARCHITstwlio ECT: CEDAR SOFFIT 2/190 MAIN ROAD P.O.BO%d44 LIGHTING ORIENT,NY - _-_ -- PHONE BFAX:X:631 6313231426 E-MAIL sW ioa rMlink.re Bea s i 1X6 CEDAR SIDING, STAINED I II - ED Aq I R e ti 31 I 31 �U/ O(` 'I "y } x. LL-j2X2CEDAR WI NO SOFFIT ND es: LATTICE BLEACHING OIL L u u u u u dale:W15104 revision: SOUTH ELEVATION arale: A-12 KRAUS RESIDENCE ::]�SPHALT YPICAL ROOF CONST: SH ASPHALT FELT ON 5/8"PLYWD SHEATHING vtaec+ao2ta ON 2X12 RAFTERS @ 16"O.C., a9 SITE: WITH 10 1/4"THICK R=38C BATT 110 SECOND AVENUE INSULATION PECONIC,NY 11958 MAPINSTALL WP.MEMB. / TAXO-674- 15 LB ASPHALT FELT OR BETTER OWNEd-20.3,20.4 MIN.36"FROM THE EAVES,TYP. \ OWNER: I ALLEN KRAUS HICKS STREET BR / BROOKLYN, 11 DI PHONE:7186245198 I \ 1 ARCHITECT: AM stWioa architects 241W MAIN ROAD P.O.BOX 4 ORIENT,NY 11957 PHONE 8 FAX:631 3231426 TYPICAL WALL CONST: E-MAIL:siWiwn@ea^nllnx.net ALUMINUM PANEL OR 1X6 CEDAR 1/2' GVI,B,PAINTED SIDING ON BUILDING PAPER ON 1/2* C flj AR / CV PLYWD SHEATHING ON 2X6 STUDS \�� � AR —TYPICAL LOOR CONST. @ 16"O.C.,WITH 51/2'THICK R=19 0 TYPICAL WALL FINISH: 1/2" ON 2FL: BATT INSULATION � Z (i,G GWB PAINTED,UNLESS 1fi"COR ILE i., OTHERWISE NOTED ON '"RACIANT HEATING PANEL VY ON 4"PL Y NO SHEATHING cs, f �• - ,� 1X6 CEA INS TALL R19 BATT INSULATION SECOND FLOOR F.F. ELEV.+22'-0" TYPICAL FLOOR CONST. ] ON 1 FL AND MEZ.: 1X6 CEDAR"V"GROOVED NOTES: I"BAMBOO FLOORING SIDING PANEL,STAINED Y ON 2'"RADIANT HEATING PANEL ON 4"PLYWD SHEATHING X2 CEDAR LATTICE @5" 4 O.C.,STAINED MEZZANINE FLOOR F.F. i] 1/2"GWB PAINTED,TYP. ELEV.+16'-8" 1X6 CEDAR SIDING PANEL ON 1/2"GWB ;o _ ICAL BASE BOARD: 1x1 WHITE PINE �P YURETHANE FLOOR DECK CONST: --- 16"O.C. n FIRST FLOOR F.F.ON �A GIRDER "THICK R30C BATT /VINYL WRAPPING / tlate:8/15/04 . I\ misim: RATED A-C L OOD BELOW JOISTS m —FIRST FLOOR DECK CONST: — BUILDING SECTION 1 2X10 CCA @16"O.C. GIRDERON 3X14 CCA INSTALL 8 1/4"THIK R30C BAT INSULATION W/VINYL WRAPPI IG � � E A-13 KRAUS RESIDENCE 6.3 C 1 2'-6" •-3" Proiea#0213 SITE: II 11 = 110SECONDAVENUE PECONIC,NY 11958 W TAX MAP#. = 1000-871-20.3,20.4 Z OWNER: ATTIC FL CONST: ALLEN KRAUS CARPET AD W 145 HICKS STREET#ASC U BROOKLYN,NY 11201 ON1/2"H M SOTE440 Z PHONE:718 624 5198 ON 3/4"PL D SHEATHING - w INSTALL 6 9 BATT INSULATION U ARCHITECT: 24190 MAIN ROAD ATTIC FLOOR F.F. P.O.BOX a4a ELEV.+22'-0" ORIENT,NY 11957 PHONE 8 FAX 01 3231426 E-MAIL:s dical@earthlink.mt �gV D A yC TYPICAL C=11 ING CONST BELOW 5� 1ri ATTIC: --- 1/2"GWB /2"RESILIENTof��•- 43 CHANNEL I b 6"0.ON 2X8 JOISTS @ 6 O.C. — — — — A ; — _ — — �n 44 12SECOND FLOOR F.F. �a I ELEV.+22'-0" � �•f� NOTES: R" � � Y LZ n MEZZANINE FLOOR F.F. <_? ELEV.+16'-8" __ ENFIRST FLOOR F.F. _ TRY DECK F.F. `a ELEV.+12'-0" ELEV.+11'-9 1/4" _ dm:8/15/04 \ / 'li / revision: A.30 \ 'J ISTS BOTTOM ALIGNED \_i/ WI NO SOFFIT BUILDING SECTION 2 emote: va•=r-0• 4. L J 3'-3" 11' A B E A-14 2 KRAUS RESIDENCE project#0213 I' U w SITE: 2 110 SECOND AVENUE U PECONIC,NV 11958 �1 1XX WHITE PINE, ATTIC Z �A SoJ SIM.NO GUTTER ] POLYURETHANE J TAk 30 _t U 10008]0-67+20.3,20.4 Z12"x 1 OWNER: WHITE NERIM POUS LYURETHANE U 145 HIEN CKS STREET#A54 / \ GWB P. ITED 4 BROOKLYN,NY 11201 ATTIC FLOOR F.F. PHONE:7186265198 LL -. ELEV.+30'-0' LL \\ ARCHITECT: LL iV W etetlle a0 9fCbIIBC15 LL Q 2d19p MAIN ROAD w P.O.BOX 4bl �ry ORIENT,NY 11957 11 MAIN BEDR a 11 M m GUES 8 ROOM PHONE FAX:631323 1426 C O0 E-MAIL:e dioab@"e link.net SECOND FLOOR F.F. 1� AQ� CEDAR SIDING SbWIT / \ I I A.0 SIPPER DE M NINE FLOOR F.F. ELEV.+16'-T —._— �INtp CMEb EL V.+16'-8' I I I I I I I I I NOTES: O� LOWER DEQK k.F. T FLOOR F.F. ELEV.+11'-11• +12'-0' III U 6 4 3 2 1 M& 11ilo15/04 BUILDING SECTION 3 u u u le 3116-=1'-0' A-15 KRAUS RESIDENCE Project#0213 SITE: .39 110SECONDAVENUE PECONIC,NY 119% TAX MAP* \ 100667+20.3,20.4 ATTIC OWNER: ALLEN KRAUS I ATTIC FLOOR F.F. 145 HICKS STREET#A50 ELEV.+30'-6' BROOKLYN,NY 11201 PHONE:718 624 5198 A.30 ARCHITECT: sWaio alb architect 24190 MAIN ROAD / 1 I I ORIENT,Y 1957 .41 .34 .30 1 / PHONE 8 FAX 631 3231126 / E-MAIL:studimb@me link.nel / \ SECOND FLOOR F.F. \ 2 ] ELEV. o Al? i SIPPER DE __---- — _ UTILITY MEZZANINE FLOOR F.F * ? NS ELEV.+16'-7' +16'-8' ELEV. 4y; r.. v / FIRST FLOOR F.F. ELEV.*11'-iP E�EV.+12'-0' NOTES: Z11 g WI NO SOFFIT L—J LJ L—I A.0 cl�:811501 8 5 I 3 2 i BUILDING SECTION 4 acele: 3118'=1'-0' A-16 KRAUS RESIDENCE \ prcq c#0213 SITE: 1 110 SECOND AVENUE A.30 PECONIC.NV 11958 TAX MAP#; / 1000 67-4-20.3,20A / \ OWNER: I ALLEN KRAUS 145 HICKS STREET#A5 BROOKLYN,NY 11201 PHONE:718 624 5198 CHILDREN'S ROOM ARCHITECT: 34 241 0 alb 81EbOAD 24190 MAIN ROAD P.O.BOX 44/ — — ORIENT,NY 11957 \ PHONE&FAX:631323 4426 165 / \ SECOND FLOOR F.F. E-MAIL:slutlioab@eaMlink.net 1 I I ELEV.+22'-0" LIVING AR y�rF SIPPER DE -- �'I I \ / MEZZANINE FLOOR F.F. cc ELEV.+ 6'-7" ELEV.*16'$" IV15W' i x CLOSET SENTRY UTILITY ,�- t{w LOWER DEECKCC F F / FIRST FLOOR F.F. ELEV. LEV.+17-0" o.- 5 NOTES: WI NO SOFFIT Fl Fl WI NO SOFFIT u u u 5 4 3 2 1 tlienswWn15�04 Ll Ll BUILDING SECTION 5 scale: 3118'=1'4Y A-17 OOR TRIM KRAUS RESIDENCE WB GWB �"X 1 "' GWB PAINTED, GWB OPEN OOR TRIM i. X1 ix TYP. PAINTED, TYRproject 1110213 .N Oaax x ONEN BASE SITE: 1X1 POLY- W \/IIB 110 SECOND AVENUE URETHANE, W PPED WRAP D PECONIC,NY 11958 TAX MAP#: 1000474-20.3,MA 1�1 KITCHEN AND ENTRY WESTO ENTRY NORTH �,2� ENTRY, HALLWAY, AND KITCHEN EAST 4 ENTRY SOUTH ALLEN KRAUS J 145 HICKS STREET#A54 BROOKLYN,NY 11201 PHONE:718 624 51% EDGE CASING 1xX CYPRESS CYPRESS 1X6 "CYPRESS 3' LASS SHELF TRIM "X 1 ARCHITECT: 4 24" WITH 1 TOWEL studio sib ercnirects "V"GROOVE�tl 2 CYPRESS, T"GROO NG, r 1 TOWEL BAR HOOK 24190OAIN ROAD LIGHTING EPDXY P.O.sox a4a EPDXY BAR COATING, ORIENT,NY 11957 COATING,TYP. _ ,—MEDICINE EYP __ PHONE a FAX:631 323 1426 __ CABINET E-MAIL:studioab@eaMlink.net PEN OPE PLM2430 EXHAUST FA ^ _ CORNER _ _. — BASE BASKET EPDXYCYPRE, C?co 1 }} 2 G n TO Typ, TISSUE HOLDER -3x 2-6" t��- /,• -* 5 SHOWER EAST G SHOWER WEST BATHROOM 1 EAST Q BATHROOM 1 SOUTH BATHROOM 1 WEST 1 O BATHROOM 1 NORTH * I a WINDOW GYM HEAD AND WRAPPED, JUMB:GYM TYR WRAP,TYP. • ' O NOTES' `NIR WB, R GWB, `WR GWB, WINDOW SILL: / TY r 1p. / TYR EXTENSION W1 �' /// /// fff X11 oreN to Nira<N orE>t oPoi }" �"TRIM BA E POLYURETHANE, 1X1 POLY- TYP. UR THANE, UTILITY EAST UTILITY SOUTH �� UTILITY AND KITCHEN WEST UTILITY NORTH U 1 U 14 eats:8/15/04 raviskn: INTERIOR ELEVATIONS scale: 1I8•=1'-0' A-18 KRAUS RESIDENCE 314"WHITE PINE POLYURETHANE TGWB,TYP. HEADAND TRIM l"X1 asP UN.w suvnnoHs HEAD AND HEAD AND JAMB: GWB WHITE PINE, JAMB:GWB JAMB:GWB POLYURETHANE, P�eolxozl3 GWB,TYP. WRAPPED, ELIVIN LEVATI N 5 WRAPPED, WRAPPED, TYP. TYP. A.20 SITE: TYP. 110 SECOND AVENUE — / — PECONIC,NY 11858 WINDOWSILL: j '�I TAXMAP4 a,ce EXTENSION W/ 1aao�7r-z0a,20.4 mm wacN 1xX11n TRIM BAOWNER: ALLEN KRAUS POLYUR THANE, 1X I>OLY- 145 HICKS STREET MA54 TYP. UR HANE, BROOKLYN,NY 11201 PHONE:718 624 5198 ----77'-- KITCHEN CABINETS AND EQUIPMENT ARCHITECT: aWdie at 9fCI16eC1a 1 DINING EAST ��� DINING SOUTH �'2� DINING WEST 24190MAINROAD L J P.O.BOX 444 ORIENT,NY 11957 PHONE S FAX:631 323 1426 E-MAIL:sWdimb@eaaIi*.nel ��PED ARC, 2X2 CEDAR CEDAR"V" CEDAR"V" x �� LATTICE GROOVED GROOVED LIGHTING * b- ' POLYURETHANE 1X6 SIDING, 1X6 SIDING, STAINED ON STAINED S was Fi nPPH 1^GWBA G23iG/,Q` U19EX CECH -6^ CVEH x Vnury "� 141 v 4 9� 5 CVEH OPEN NOTES: C N 2X2 CEDAR LATTICE 4 DINING NORTH ��� DINING AND LOWER DECK NORTH dale:8115104 revision: INTERIOR ELEVATIONS acak: llr=vo A-19 KRAUS RESIDENCE GWB,TYP. AlcD TYP. project#0213 PEN LVL SITE: COLUMN CEDAR 1X6 110SECONDAVENUE IN WALL °"P" SIDING,TYP. PEcoNIc,NY nese TAX MAP#: 1000-6]-0-20.3,20.4 BASE _-=1 'L 1X1 POLY- _ ---�),i;�=`--- =-<'J OWNER: ALLEN KRAUS URETHAN r — BR HICKS OKLYN,T NYHA#54 TY P. _ - BROOKLYN.NV 11201 - --- --- — PHONE:7166245196 oPaN FIREPLACE ARCHITECT: W/SLATE TILEF7swab Wb arrnitects HEART 241 e0 MAIN ROAD P.O.BOX 444 ORIENT,NY 11957 LIVING EAST ��� LIVING AND UPPER DECK SOUTH PHONE 6FAX:6313231426 U G E-MAIL:Mdiwb@ea link.net EDAR PANEL, Z"X1 2"TRIM, TAINED,TYP. STAINED 1'_72" 1' 7LIGF TING TRIM 2"X1}" GWB,TYP. GWB JC7� pyLi AR//? 3/4"WHITE PINE WH WRAPPED, a"aC? �/ N POLYURETHANE POLYURETHANE, p "r 4! 40 ON Ll NIC-IE ' [nom :•:�e ;.T •' l 2X2 CEDAR LIGHTING � BASE STRINGER 1X1 POLY- SILL "X11. PAINTED OPEN OPEN _J URETHANE �e E DINT ELEVA O /3 WHITE PINE A.1 TYP Nores: TYR LOIRfl CPEH JLANDING SOUTH ^ LANDING WEST O LIVING WEST ��� LIVING, STAIR AND HALLWAY NORTH CEDAR"V" �+ V GROOVED LVL 1X4 SIDING, COLUMN, STAINED, PAINTED TYP. GWB GWB,TYP. ___ Bata:BI15/01 DOOR TRIM " Arrw: 1 1'- reviaian: "X 11 GWB TYP LIGHTING o WINDOW STAINED OR TRIM oPax DOOR TRIM SILL:POLY- o _ 1. URETHANE, BASE INTED C? PAINTED �,P INTERIOR ELEVATIONS 3 1X1 POLYURETH BAS -- i� TYP. 1X1 POLY- 111 URETHANE, awls: ve•=ra• LIGHTING LIGHTINGNP' OOK SHELF 2FL HALLWAY EAST Q STUDY EAST HALLWAY WEST O 2FL HALLWAY EAST O A-20 CEDAR"V" KRAUS RESIDENCE ASHELF GROOVED 1X4 SIDING, IGHTING STAINED, TYP. MEN AT —DOOR Pr%ecl#0213 GWB,TYp \BOOK1'-6"_ _ GWB _.__STAINED, SITE: WRAPPED --TYP. 110 SECOND AVENUE WEN WEN _- PECONIC,NY 11958 TAX MAP- 3 1 _ 1 - WEN t000A7-0-20.3,20.4 1 4�I p-2 I`-"T��12 2 I` BASE —_- -- 1x1 PO - —j`" OWNER: 1X1 POLYr ALLEN KRAUS URETHAN WINL URETHA E, — Z R 145 HICKS STREET NA54 ILL:POLY- TYP. BROOKLYN,NY 11201 OOK SHELF IS NOT /-BOOK SHELF UR HANE, PHONE:71BBzastse SHOWN ILL BOARD,3/4"+/- 1.3� TYR BOOK SHELF STUDY NORTH �ST119Y EAST STUDY SOUTH ^ STUDY WEST ARCHITECT: ' i+ stwio alb architects 24190 MAIN ROAD P.O.BOX 444 ORIENT,NY 11957 PHONE 8 FAX:631 323 1426 STEEL E-MAIL:studioab@earthlieknet DDER GWB,TYP. LIGHTING GWB,TYp. BASE MEN WE~ 1x1 ivd o�` G� 0..A POLYURETH NE, WEN GWB INDOW TYP. 2 INCA WRAPPE P ° ° TYP. 0ff23-11t, '7�af.1 BAS L2" URI �W1X1SIL : POLY- � PORETH TYP. L INDO SILL: Mons: pt ' C �- PAINTED, ETHAN TYR TYP. CHILDREN'S ROOM AND ATTIC EAST CHILDREN'S ROOOM SOUTH ���ATTIC AND CHILDREN'S ROOM WEST �Q� CHILDREN'S ROOM NORTH U 6 U GWB, GWB'TYP. IGHTING -6" IGHTING aata:a,l5ioa revision: BASE OrBASE 1X1 <? uTPOLYURETH E, 1X1 P LY- i ; I LEVATIONS4 Typ. URET ANE, E, afdlB: IIB•=141• �A�ATTIC SOUTH �_J � O GUEST ROOM EAST � � GUEST ROOM SOUTH �� GUEST ROOM WEST �� GUEST ROOM WEST �J A-21 GWB,TYP. CLOSET ROD KRAUS RESIDENCE AND SHELF LIGHTING,TYP. WB WRAPPED -6" BASE _, project-oz13 0 0 0 1X1 POLY- �!i SITE: URETHANE, cc io .r o N �p PECONIC.NY115)SUE TYP. F J 11° TAXMAP-: io toao-ear-zoa,zo.4 V OWNER: zl"X 1j"TRI ALLEN KRAUS 745 HICKS STREET#A54 POLYURETHANE BROOKLYN,NY 11201 MAIN BEDROOM EAST MAIN BEDROOM SOUTH �iMAIN BEDROOM WEST ^ MAIN BEDROOM NORTH PHONE:718 624 5198 � �LJ �JJ •t ARCHITECT: studio alb architects LASS SHELF WITH 1 TRIM 3"X 1 Z" CYPRESS 1X4 TRIM 2"X 1 ao eoX iIROAD TOWEL BAR CYPRESS7/-sc "V"GROOVED JE ORIENT,NY 11957 IGHTING EPDXY T&G SIDING, PHONE S FAX:6313231426 COATING, EPDXY E-MAIL sludioab@eaMlink.n,:[ TYP. HOWER e URTAIN ROD � ROD PEp qqL, T ORNERER OK a �G z <BASKET l7TOWELBAR �� 0<v7-3" EXILET 1'3" ASE: 1X1 TISSUE ti HOLDER ���BATHROOM 2 WEST BATHROOM 2 NORTH BATHROOOM 2 EAST O BATHROOM 2 SOUTH date:8115106 IeVI31IX1: INTERIOR ELEVATIONS 5 scale: ve•=ro• A-22 KRAUS RESIDENCE 1 2 3 4 6 13,3" x-11" PmIeG#0213 2 2 SITE: 2� 110 SECOND AVENUE ENTER OF PECONIC,NV 11956 GIRDER 216 12" TAX MAP# 109oa7+zo.3,20.4 OWNER: ALLEN KRAUS 145 HICKS STREET#A51 ATTIC F.F. BROOKLYN,NV 11201 PHONE:718 624 5198 V V V N V - a — ARCHITECT: OI Slurp 8ro OL9 WIN ROAD 24190 AD P.O. NT,NY 1 ORIENT,NV FAX 01323 1 PHONE 8 FAX:631 3231426 m E-MAIL:sWdimb@eaMlink.nel v VL COLUMNTtc� [V .a 1 F.F. NOTES: WALL"A" 'B.2" 'B.3" NOTE: STRUCTURAL WALL HEIGHT, EXCLUDING BEVELED SHIM,AFF -DIM.---1 STRUCTURAL WALL WIDTH tl :8115/04 revision: COLUMN HEIGHT, AND/OR BOTTOM OF ROOF GIRDER,AFF FRAMING ELEVATIONS 1 scale: Ire•=r4r A-23 KRAUS RESIDENCE A C E E D A —7'-6" 3o- T_ 1 2 prajed p 0213 1. SHIM AB VE 52" " �" 2 __._ P TE SITE: n ENTERO_F -_ o secoND AVENUE F-4'-22 y 1 PECONIC,NY 11958 GIRDED - I '-22" TAX MAPN: 1004674-20.3,20.4 OWNER: _ TER OF ALLEN KRAUS GI DER 145 HICKS STREET MA54 ATTIC F.F. ATTIC F.F. BROOKLYN,NY 11261 _ PHONE:718 624 510 V ARCHITECT: SQldp d/)drLI1RBC(S 24190 MAIN ROAD P.O.BO%444 q�N � ORIENT,NY 11957 2 F.F. 2 F.F. i"s �O PHONE 8 FAX:631323 1426 h V ---- —� E-MAIL SWtliaab@earNlink.nat VLCOLU N I IJOWMN MEZ.F.F.-_-- ( MEZ.F.F. y��PED Bch/J. 1 Ail? F li it vim` � o z 1 F.F. 1 F.F. �y ( � N4TE5: tleie:6115/04 m4dbn: FRAMING ELEVATIONS 2 stele: A-24 KRAUS RESIDENCE A C D E 4 5 13'-9" T-3" 11' 16'-6-1- 10'-1' 1 2 '-11act 11 2" Prol0213 1. 1. 1 1 SITE: 2 2 Z" ---____ F 110 SECOND AVENUE -- PECONIC,NY 11958 TAX MAPlF - 1000874-20.3,20.6 OWNER: —CENTER OF ALLEN KRAUS 145 HICKS STREET IIA54 - __ GIRDER BROOKLYN,NY 11201 ATTIC F.F. ATTIC F.F. PHONE:7196245198 ' N j ARCHITECT: ��II _ sWio aPordii[eds s ON❑ 'N - 71� 24190 MAIN ROAD P.O.BOX 446 — ORIENT,NY PHONE S FAX:X; 57 631 G31 3231426 v _ 2 F.F. 2 F.F. E-MAIL:saudba0@ead ink.ast Y LVL COLUM �>yU ARC%, MEZ. F.F. MEZ.F.F. .- tE(1) R COLUMN 1 F.F. 1 F.F. tp CO MN 1c Hr 7� NOTes: dale:8/15/04 mism. FRAMING ELEVATION 3 scala: 1I8 zv1 - A-25 KRAUS RESIDENCE 5 1 E B 38'E" 5-2'.-', 24 1" 23'_1" 2 P Ied#0213 SHIM ABOVE __ —'" ---'---- _ SHIM ABOVE SITE: PLATED1� PLATE 1105ECOND AVENUE - PECONIC,NY 11958 ENTER OF_ Vie.- TA%M � A CENTER - 1000-e7<20.3,20.4 __ ❑ O OWNER: ala ALLEN KRAUS 115 HICKS STREET pA54 F1 -,. BROOKLYN, 11 Wl PH. . �q PHONE:]1862 62 951981% ATTIC F.F -._ ATTIC F.F. -- 14 ❑ ��� ARCHITECT: V ( studio41NI ardiOAD tV ecls 24190 MAIN ROAD P.O.BOX 499 119 — L ORIENT,NY 11957 PHONE 8 Y 51 3231928 2 F.F' LVL COLUM 2 F.F. E-MAIL:sWchoeb@e Wk.W MEZ.F.F. MEZ.F.F. �C?�O �� <RCI -- - - - - - G ED EDAR EDAR .2 f! A COLI ON COLUMN COLUMN 1 F.F. { ___... 1 F.F. - e r '1T ?31 U� t +1r Atl NOTES' data:811SM4 MISKa: FRAMING ELEVATIONS 4 scale: va•=r-0• A-26 KRAUS RESIDENCE 1X6 V-GROOVED METAL PANEL I ON BUILDING PAPER j ON BUILDING PAPER I ON 1/2"BUILDING PLYWD I ON 1/2"PLYWD i SHEATHING SHEATI- METAL FLASHING DRIP FLASHING PROFILE Prolan x02,3 ORNER BEAD CORNER BEAD CEDAR 2X2 SITE: BLEACHING OIL WB WRAPPED CEDAR 2X2 STAINED GWB WRAPPED 110SECONDAVENUE PECONIC,NY,1958 CONCEALED SEALANT BETWEEN TRIM ANDWINDOW, TAX MAP*. 1 DW-6T4-20.3,20.4 TYP. OWNER: ALLEN KRAUS 1 TYPICAL WINDOW HEAD SECTION TYPICAL WINDOW HEAD SECTION BR HICKS OKLYN,TREETxA54 BROOKLYN,NY 1,201 W/ CEDAR SIDING EXTERIOR W/ METAL PANEL EXTERIOR PHONE:7186245198 WINDOW FRAME, stadioollab ARCHITECT UV RESISTANT 241%MAIN ROAD ALKYD POLYURETHANE P.O.Box 444 lxX WHITE PINE SILL, ORIENT,NY 11951 lxX WHITE PINE SILL, POLYURETHANE PHONE B FAX:6313231426 UV RESISTANTE-MAIL:mwmbgeaMlink.net ALKYD POLYURETHANE "X1 Z"TRIM WHITE PINE, POLYURETHANE "Xt Z"TRIM WHITE PINE, UV RESISTANT FkED AR ALKYD POLYURETHANE WB PAINTEDCj GWB PAINTED CEDAR 2X2 STAINEDCEDAR2X2 BLEACHING OIL J-PROFILE S , TYPICAL WINDOW SILL SECTION TYPICAL WINDOW SILL SECTION 2 W/CEDAR SIDING EXTERIOR � W/METAL PANEL EXTERIOR � �`' s� NOTES- FORNER BEAD ORNER BEAD WB WRAPPED OW13R WRAPPED "X1 "SILL TRIM BELOW �� "X1 �"SILL TRIM BELOW I 2X2 CEDAR STAINED 2X2 CEDAR STAINED sate:e/15ro4 reNsion: 1X6 CEDAR SIDING J-PROFILE ETAL PANEL 3 TYPICAL WINDOW JAMB DETAIL TYPICAL WINDOW JAMB DETAIL W/CEDAR SIDING EXTERIOR W/ METAL PANEL EXTERIOR TYPICL WINDOW DETAILS scale: A-27 1 2 3 KRAUS RESIDENCE A. A. LIVING MEZZANINE RAIL M01 1 2" 3' 12 Project#0213 R.O. R.O. SITE: 1/2"Xi 1/2"TRIM 110 SECOND AVENUE 100 FACE BOARD,WHITE PINE PECONIC,NY 11958 f1xX EXTENSION 1xX EXTENSIO 1xX EXTENSION 2 TAX MAPk 4 1000-67.120.3,20.4 2 2 2 2 2 II OWNER: I III I I ALLEN KRAUS 8 6 6 6 145 HICKS 54 BROOKLYN,NP 112ET 0 PHONE:7166245199 3-1 3/4"X5 1/2"LVL 2X2 CEDAR TRIM 2X2 TRI 2X2 TRIM ARCHITECT: J-PROFILE,TYP. sNBio aro architects 24190 MAIN ROAD P.00RI.BOX 444 10 UPPER DECK O 957 PHONE 8 FAX'631 3231426 UPPER DECK RAIL 1 MEZZANINE ABOVE RAILING LEVEL WINDOW 10 &2 PLAN DETAILS E-MAIL:shM bear link.net LIVING MEZZANINE RAIL EDAR 1X6 SIDING OPEN TO BELOW ED A CMD CEDAR 1X6 SIDING ON 1/2"GWB ��GP Cy/ —4'-102" 2^ 1 3, �3„ 8, 2.14^ \G, t AR //ca �Cc� 2 R.O. G n R.O. 0" 1„ 12 R.O. O t 1/2"X1 1/2"TRIM 2 1X10 FACE BOARD,WHITE PINE 2"X12'"X1 TRIM <x 1xXTRI 1xXTRIM TMP• 1XX EXTENSION �1xX EXTENSION 1XX EXTENSION 2 4 �1XX EXTENSION �1xX EXTENSION,TMP. 2 2 2 2 2 I I I II �. ` I III ���I ��I� I ��IIIII� �iI,i� ,��� �2�..;` .'.•j' l 6 6 8 6 6 z 4 3-1 3/4"X5 1/2"LVL OlC TRIM 2X2 TRIM 2X2 TRIM 2X2 TRIM 2X2 CEDAR TRIM NotEs: �J-ROFIILERTYP. J-PROFILE CEDAR 1X6 SIDING ---CEDAR 1X6 SIDING 10 UPPER DECK " O O UPPER DECK RAIL 2 MEZZANINE BELOW RAILING LEVEL WINDOW 10, 2 & 3 PLAN DETAILS E EDAR 1X6 SIDING DINING ON 1/2"GWB3 � 84R.O. R.O. 1X10 FACE BOARD,WHITE PINE 2X1 TRI 1xXTRIM TMP 1xX EXTENSION WB PAINTED1xX EXTENSION �1xX EXTENSION,TYP. ���8114 re is on: 2 I' / llll �l �ll II I 6 , i � II, IIIIII ���I � 3-1 3/4"X5 1/2"LVL WINDOW 2,3,& 10 2X2 TRIM 2X2 TRIM 2X2 CEDAR TRIM PLAN DETAILS J-PROFILE snk: r=r-0• O O 3 1FL LEVEL WINDOW 2&3 PLAN DETAIL FA-28 KRAUS RESIDENCE I I METAL PANEL METAL PANEL ON BUILDING PAPERON BU // I I ILDING PAPER ON 1/2"PLYWD / ON 1/2"PLYWD� j SHEATHING) jV2"X 1 1/2"TRIM SHEATHING--////" HEATHING 1/2"X 1 1/2"TRIM WHITE PINE, f WHITE PINE, project POLYURE HANE POLYURETHANE METAL FLASHING LMETAL FLASHING SITE: 110 SECOND AVENUE q. CEDAR 2X2 BLEACHING OIL 1xX EXTEI ISION, CEDAR 2X2 BLEACHING OIL 1XX WHITE PINE, PEcoNlc,NY 11958 WHITE Pil JE, POLYURETHANE TAX MAPN: 1000-67-0-20.3,20.4 POLYURE HANE 4-,%"BASIC EXTENSION, OWNER; � POLYURETHANE ALLEN KRAUS ' K 145 HICKS STREET#A54 BROOKLYN,NY 11201 2 FL ELEV.+22'-0" PHONE:718 sza 51%II 1 1 I ARCHITECT: II III sb s¢hKects 1 1/2"TRIM I 24190 MAIN ROAD P.O.BOX 444 _.. WHITE PINE i, ORIENT,NY 11957 POLY UREI HANE J U (� Ll J uI )U U U U i PHONE 8 FAX:631 323 1426 _ CEDAR 1X6 SIDING E-MAIL:smeiose@e9 mllot.sst STAINE MEZZANINE F.F. UPPER DECK F.F. ELEV.+16'-E" J-PROFILE METAL PANEL ON BUILDING PAPER ON 1/2"PLYWD1/2"X 1 1/2"TRIM WHITE PINE, METAL FLASHING I III I I I I i III I I I II V I I SHEATHING 31 POLYURETHANE 1p x _. . _._ 1X2CCA S 2X10 CCA LEDGER CEDAR 2X2 BLEACHING OIL 1xX EXTENSION, WHITE PINE, jp 1X2 CCA EDGING POLYURETHANE Z"EXTERIOR RATED 0� AC PLYWD NOTES 1/2"X 1 1/2"TRIM -- — WHITE PINE, R30C BATT INSULATION POLYURETHANE W/VINYL WRAP 1 WINDOW 10 SECTION SEALANT 1FL ELEV.+12'-0" LOWER DECK F.F. " 1FL ELEV.+12'1 ELEV 2X2 CEDAR, I BLEACHING OIL- METAL IL III � I I II I I I 11 I � I I II III � I I I METALJ-PROFI METAL PAN ELl/ I METAL FLASHING 1X2 CCA SHIM METAL J-PROFILE I date:Bl1&00 2X10 CCA LEDGER EXPOSED R30C I IR TT INS'11 ATIr)N W/VINYL WRAP I' WINDOW 2, 3& 10 DETAILS EXPOSED Stele: 4 WINDOW 2 SECTION WINDOW 3 SECTION A-29 KEEP MIN.e"AIR SPACE KRAUS RESIDENCE ETAL FLASHING ROOF SHINGLE METAL FLASHING ON METAL FLASHING n \ 2 1X6 CEDAR FASCIA RIDGE VENT PROFILE project#0218 SITE: III II \\III\I I I \II \\ \ I\ II \ \ \ I PECOWC,NOY 11958E FASCIA 2X6 CEDAR I II \ \ I I I� I 1"VENT STRIP METAL FLASHING TAX MAPM: \ 1 EVELED SHIM 1000-674-20.3.MA I 12 ala OWNER: ALLEN KRAUS 1"THICK VENT STRIP — _ � / BR STREET NY 1l 201l BR ,NY 11 BEVELED SHIPHONE:718 624 5198 M 21" z J-�2� ARCHITECT: s410 IV arcROAD 2" 26190 MAIN ROAD P.O.BOX 446 �,�� TYPICAL FASCIA @LOW POINT �,�� TYPICAL FASCIA @HIGH POINT TYPICAL LEAN-ON ROOF ORIENT NY L J PHONE 8 FAXX::863131 3231628 E-MAIL:stu0ioa0@eaMlink.ne _7 D A/?C� 3.. METAL PANEL Uil' � i CEDAR 1X6 SIDING, _J PROFILE W/WEEP HOLES FA._ STAINED F $ - 1X6 CEDAR SIDING,STAINED, 1X6 CEDAR SIDING, OR 1/2"EXTERIOR EXPOSURE OR i"EXTERIOR EXPOSURE 1g RotEs: PLYWD, RATED PLYWD, OR NO SOFFIT OR NO SOFFIT J-PROFILE DRIP FLASHING PROFILE ^� TYPICAL WALL BOTTOM C TYPICAL WALL BOTTOM ���TYPICAL METAL PROFILES � W/WOOD SIDING METAL PANEL u 1xX WHITE PINE,POLYURETHANE 1/2"X1 1/2"WHITE PINE, POLYURETHANE tlaie:8/15106 revision: —FINISHED WALL TYPICL DETAILS CEDAR SIDING,STAINED,OR 1/2"GWB,PAINTED stale: TYPICAL INTERIOR COPING W/WOOD SIDING A-30 KRAUS RESIDENCE vrojw#0213 iI !I SITE: — — - - --. - 110SECONDAVENUE fc, PECONIC,NY 11958 1X3 CEDAR,STAINED TAX MAP#: 1X3 CEDAR,STAINED100M74.20.3.20.4 J-PROFILE J-PROFILE OWNER: ALLEN KRAUS 145 HICKS STREET NA54 BROOKLYN,NY 11201 PHONE:718 624 5198 WOOD-WOOD EXTERNAL CORNER �,�� WOOD-METAL EXTERNAL CORNER �,�� METAL-METAL EXTERNAL CORNER ARCHITECT: 1 L J sham aro arobiteds 24190 MAIN ROAD P.O.BOX 444 ORIENT,NY 11957 PHONE&FAX:631 3231426 E-MAIL:studioab@eaMlink.nel E ALU INUM PANEL ON 1/2"PLYWD y� ip,EO Cti/T SHEATHING J-PROFILE J-PROFILE O J-PROFILE 4• "rt /V a z << X6 CEDAR COLUMN I&A ��, NOTES: ^� METAL-WOOD INTERNAL CORNER ��� METAL-METAL INTERNAL CORNER 1XX CEDAR STAINED ON 1/2" PLYWD SHEATHING 1X3 CEDAR CORNER TRIM, STAINED 1X6 CEDAR SIDING,STAINED AXIS 1&A CORNER DETAIL V Effie:W501 revision: TYPICL EXTERIOR PLAN DETAILS s21e: A-31 KRAUS RESIDENCE \ pmjecl#0213 C D \ SITE: 110 SECOND AVENUE q \ 2" 2" PECONIC,NV 11958 1 32 C \ D TAX MAP#: FTF3 \ 100067)20.3,20.4 '-3" 3'-3" \ 4X4 CEDAR 10 \ OWNER: ALLEN KRAUS WB POST \ 145 HICKS STREET#A51 1XX CEDAR \ BROOKLYN,NY 11201 PHONE:718 624 51% 1"X 1 1. " " CEDAR,TYP. SPACER \ CEDAR ARCHITECT E T: — — — — — — — -- \ 241 0 M architects 24190 MAIN ROAD P.O.BO%444 2X2 CEDAR \ ORIENT,NY 11957 I LATTICE \ PHONE B FAX 6313231426 J \ E-MAIL:studioeb@eadhlink.nel v 1X6 CE R a SIDING N Z" v2"GW C6FtED ARC. 02 ,� N 02 �5 wgf�1i uACH/J2 �` 3. /� c d! iv "114- 1 6 CEDAR ,A SIDIN mN 3 i DN DN m� UP z"X 1 Z" 6X6 C AR COLUMN UP NOTES: q„ CEDAR,TYP. 1 3'-3" 3'-3" 3'-3" 3'-3" 4-102". 1 XX CEDAR �? TO AXIS-A 3" 1.'/ 2. � 2 2 2'-10"- 2 z"X 1�" A.35 CEDAR TRIM \ 1XX CEDAR X6 CE AR \ POST \ B \ r \\�00AI 2X4 CEDAR \\ C \ G', 2X2 CEDAR \ �'Po LATTICE \ i,ll dare:8/15/04 revision: \ 1 \ 0]N STAIR DETAILS 1 \\ l \\ PLANS \• \. sale: 1n•=r-r �� MEZZANINE LEVEL �i)� SECOND FLOOR LEVEL U A-32 KRAUS RESIDENCE project#0213 SITE: 110 SECOND AVENUE PECONIC,NY 119% TAX MAP#: 1000-674-20.3,MA OWNER: ALLEN KRAUS 145 HICKS STREET NA54 BROOKLYN,NY 11201 PHONE:718 624 5198 3 ___ ARCHITECT: z3• Mwlio amro. ile Q 24190 MAIN ROAD J P.O.BO%odd �y ORIENT,NY 11957 PHONE 8 FAX:631323 1426 3" 2X4 CEDAR J E-MAIL:Mdwb@eaftIink.net 2X2 CEDAR \NED APO 2X4 CEDAR AR 2x2 z a @ -0. 2X4 CEDAR _ ` VERTI N POLYURE 1X3 TRI b M�� 10" 10^ V {\^ 1X3 TRI ( �4 dD NOTES- 1x3 TRI 3" 4 "BIRCH PLYWD tV x6 CEDAR COLUMN,POLY JET IANE,TYP. 4X4CEDA PO T,POLYURETHANE L3. IIU 32" 2" 4--4 a slwt5roa i ,_3" 4'-9" 3 L LISERS:3/4"MAPLE PLYWD,POLYURETHANE STAIR DETAILS 2 TREADS: 1"MAPLE, POLYURETHANE ELEVATION AND SECTION 3 THOROUGH LOWER PART STRINGER: 1"MAPLE, POLYURETHANE 1n•=ro• ELEVATION VIEWED FROM DINING SECTION THROUGH LANDING A-33 KRAUS RESIDENCE projed#0213 SITE: 110 SECOND AVENUE PECONIC,NY 11958 TAX MAP#: 1000.67-4-20.3.20.4 OWNER: ALLEN KRAUS 145 HICKS STREET#A54 _'O• 3'-1 O" BROOKLYN,NY 11201 PHONE:718 624 5198 TT ARCHITECT alb arthlleps TTTT 24190 MAIN ROAD P.O.BOX 441 ORIENT,NY 11957 aaaDDD PHONE&FAX:631323 1426 E-MAIL:atWb b@earthlink.W t{ AREA ARC, % Aqui? �Tc" q =� 32' 2• ',Cy 16 t ql a?9l O II II NOTE VS: J V l. V mll CLOSET HALLWAY 2' 1. 2 date:8/15/04 revision: ER NJ JuUu j'jUU j(ju�uU L RUJU - STAIR DETAILS 3 SECTION THROUGH UPPER PART scam: 1n•=ro- I I SECTION THROUGH STAIR FROM LIVING TO 2FL [A-34 KRAUS RESIDENCE Project#0213 SITE: 110 SECOND AVENUE 1/2"X11/2" 1XX WHITE PECONIC,NY 11958 WHITE PINE, PINE, TAX MAP#. POLYURETHANE POLYURETHANE 1000-6T<-20.3,20.4 OWNER: �113"�-I ALLEN KRAUS 4 145 HICKS STREET kA54 BROOKLYN,NY 11201 PHONE:716 624 51M — 1! "G B 1• SHELF EST 12 2" — - @1"O.0 ARCHITECT: HAND RAIL _ swab a/t anon ADJUST BLE — 24190 MAIN ROAD SHELF P.O.BOX 444 eIN ORIENT,NY 11957 GG PHONE&FAX:631 3231426 4 E-MAIL sWdWb@eaMImk.nel ----- 2 -30 ----- - I 1.2 2x6 CEDAR 2X6 CEDAR ! �y 2X2 CEDAR 2X4 CEDAR (p SIDING, j, X28 1/ffffffOtj� 1X6 CEDAR X6 CEDAR O STAINED2XPLUMNCEDAR 2 AND RAIL 2X4 CEDAR t> " @ 5"O.C. -10"- 2X2 CEDAR N01E$ 31" LATTICE 1x3 TRIM 21 STRINGER, _ MAPLE 1 X3 TRIM PO 2X10 JOIST MAPLE 1X3 TRIM POLYURETHANE 2X4 CEDAR 1X2 CEDAR TRIM safe:Bit 5/04 revision: JAL- STAIR DETAILS 4 CROSS SECTIONS UU scale: SECTION VIEWING LANDING FROM WEST �,��SECTION THROUGH LANDING �.��SECTION THROUGH STAIRS U U U A-35 KRAUS RESIDENCE 2 Ixgecl#0213 SITE: 110 SECOND AVENUE PECONIC,NY 11958 B TAX MAP#: 1000.674-20.3.20.4 OWNER: -10" ALLEN KRAUS 1 n 145 HICKS STREET#A54 1 x �_1 x 2 BROOKLYN,NY 11201 2 PHONE:716 624 5188 ARCHITECT: 1 2 19Dalb IN ROAD N 14, 24190 MAIN ROAD P.O.Box 114`1114`13 957 m PHONE S FAX 631 3231426 2 3. 3. 1x 13n E-MAIL:aMloeb@eaMlink.net 14" 1x 4 4 2 2 Art 2 105 4"X 3"CYPRESS EDGE CA IN 0 3TC m O N ms <V o6N O� O r 0 1X4 CYPRESS SIDI _ ON 2"WR GWB EMOVABL 4 YPRESS BOX DECKI 1X4 CYPRE SIDING � ll DN E .. este:8/15/04 �� BATHROOM 1 DETAILS UU'jUU acak: 1 PLAN SECTION [A-36 KRAUS RESIDENCE '-8 OPOjm#0213 SITE: 110 SECOND AVENUE B .2 I HIMN Y PECONIC,NY11958 O B 3 I 12 q TAX MAN: 2'-6" 100087-4-20.3,20.4 2'-82^ 1 � 32" OWNER: 10 2 2' ALLEN KRAUS 145 HICKS STREET#A54 4 BROOKLYN,NY 11201 �" PHONE:718 624 5198 I 12 �" NICHE CLOSET 30, ARCHITECT 1°TIEb aclt B .2 3 4 -ry 2ND F. _ 24190 MAIN ROAD +2Z'-0" P.O.BOX 444 ORIENT,NY 11957 2_6. I PHONE E FAX 631 323 1426 E-MAIL:ab mb@.ftlmk. e I I OFFSET 1/4"SLATE TILE ON 1" 2'-3" RETURN 1" 1/2"GWB ON 2X4 STUDS ,`(L� Cjy� TO AXIS-A 2 - SL 12 1 Aff" stn HEARTH CONST.: 1/4"SLATE TILE ON �--- 1/4"CEMENT BOARD ON 1 -_: "-' ." •*• r--------- 1 HEARTH EXTENSION HX3 )c 3 I WALL - 2" ON 3/4"PLYWD { ik tP SHEATHIN �y�� 029T�� �Q` --------------- MEZZANI E FLOO F.F NOTES: —g 2•_7_. 2�_�. 21 Z 3'-3"— \ TO AXIS-A 1 2ND FL. LEVEL PLAN 2 2 - I /AWB METAL FLASHINIG-:: 1ST FLOOR F.F. iv ELEV.+12'-0"—AN cl lW 8H SM re isi. I' _ l ���� �Mu� '[ � \ 2X8 CCA 2X10 CCA \ O FIREPLACE DETAILS B 2 \ 3'7"R 4" iD DECK JOISTS ° FLOOR JOISTS 3X14 CCA GIRDER {_5 22" 4 TO AXIS-A s ak: MEZZANINE LEVEL PLAN �4� SECTION �^� SECTION U `* A-37 KRAUS RESIDENCE Project#0213 �\I I ITE 1510 SECOND AVENUE PECONIC,NV 11958 TAX MAPA 1000.674-20.3,20.4 OWNER: ALLEN KRAUS 145 HICKS STREET#A54 2 BROOKLYN,NY 11201 PHONE:718 624 5198 z'1• 1-10• 1"MAPLE W/FULL BULLNOSE 33" POLYURETHANE ARCHITECT: _ SWdic alb arcnKects -7 —1-10• 3'-4" 24190 MAIN ROAD ' —2.48• 38• 32• 2.48 P.O.BOX 444 ORIENT,NV R.O. 21 PHONE 8 FAX:%:631 831 3231426 E-MAIL:stWioab@earlhlink.W 19 8 cli I .�v GUEST ROOM "t L0. I cm:) 2. 2. •-9w 2" NOTES: • C _ I I 4 I I .-8- JV 2- \ n date:8115 \\ 2'1• 3-82}' revision: 208 J i C \\ D ATTIC \\ CKD WOOD LADDERDETAILS O 1n•=r-0• ATTIC WOOD LADDER PLAN ATTIC WOOD LADDER SECTION U J A-38 2'-6" KRAUS RESIDENCE /--FLANGE 11-X 2 ",}"THICK 11. W/LOG BOLT ON TO STUD OR BRIDGING 2V 3. 4 1. CYi 2� — prejea#0213 SITE: 110 SECOND AVENUE j PECONIC,NY 11858 TAX MAPA i+) 1000�6T4-2B-3,MA TSADDLE WD PA F '� 1.X 1 1"TRIM,TYR OWNER: m < FLANGE: 1 21"X 1}", ��FLANGE 1 1"X 21" THICK ALLEN KRAUS 8 PH HICKS STREET AG50 "THICK,TYP W/LOG BOLT ON TO STUD R BRIDGING BROOKLYN,NY 11201 PHONE:718624 6198 ATTIC F.F. - ATTIC F.F. ARCHITECT: ---- — sluEb alb architects 24190 MAIN ROAD P.O.BOX 444 ORIENT,NY 11957 1. ------ ------ -------i i—____--- PHONE B FAX:6313231426 0 I \\ \ E-MAIL:stutlioab®eaaMlink.net I iv BRACKET 1 '2"X g STEEL FLAT W/LOG BOLT ON TO STUD OR BRIDGING STEEL TUBING 1 21"X 221" I I \ \\t )c 7C I I \ \ El �►� Q� I I STEEL TUBING 1 2"X 2" I I I I I I I I I I _ I I fT{y I I I I I I I I I I ATTIC STEEL LADDER SECTION L 2'6"� POCKET DOOR OPENING 1'-6" SIR 2�. 22. data:W15/04 "� revision: EE TUBE 1 g"X 2 g"PAINTED 1 1 � ATTIC STEEL LADDER ELEVATION _�friCTE: BIRCH PLYWD SOLID CORE ATTIC DDER:STEEL TUBE 1 J"X 2"PAINTED STEEL LADDER DETAILS 42 RIM� X 1 1.TYP. 1 scala: � 1n•=ra• 2 ATTIC STEEL LADDER PLAN A-39 SEALANT KRAUS RESIDENCE f—' "X 5"CEDAR 1X6 CEDAR ON 2X6 CCA PLATE X4 CEDAR SEALANT 2 CEDAR 12" �51" 11"4 CEDAR 2X2 CEDAR 4 CCA STUDS 16"O.C. M%ect#0213 X2 CEDAR 5"O.C. 4X4 CCA C° 8'-0"O.C. SEALANT SITE: VERTICALLY IPECONIC,NY 119584 I TAX MAP#: "J"PROFILE 100067<-20.3,20.4 •� 4X4 CEDAR 1X6 CEDAR SIDING OWNER: GROOVED METAL PANEL ON ALLEN KRAUS BUILDING PAPER ON 145 HICKS STREET#A54 BROOKLYN,NY 11201 PLYWD SHEATHING PHONE:718 624 5198 m 2X6 CCA FRAMING 1X6 CEDAR SIDING ARCHITECT: shMb elb architx6: "V"GROOVED 241N MAIN ROAD M P.O.BOX d4d ORIENT,NY 11957 PHONE&FAX:631 3231426 1 1/4X6 CEDAR DECKING W/1 8" E-MAIL:alutlioeb®eaHNlnk.nH SPACIII �Im F77/ �cRED AR .... ..... 1-7 t� 2 I ° I I ° I I O I •"{z 0,237 Qom. O NDTE6: I LATTICE RAILING SIDING RAILING DECK EDGE W/NO RAILING A WD SIDING AND MTL PANEL RAILING 1 1/2"=1._0. 2 1/2"=1'-0" 1/2"=1'-0a `+ 4i PPER DECK - ih _ MEZ.F.F. �lE2ER DECK F.F. ELEV.+16'-8" ELEV.+16'-7" LOWER DECK tla1e.815/04 i revision: 1 FL F.FF.F. � TYPICL DECK DETAILS -I_ - . . I __ __ LOWER DECK ELEV.+12'-0" ELEV.+11'-11" _ AS NOTED I I I I TION THROUGH UPPER AND LOWEh DECK A-40 '-3^ -3" KRAUS RESIDENCE 32^ -2 1^ 31. 31„ 2 2-2 102" 0-2 z -.. _. SITE: -- _ _ 1165ECON11958E �6�AR,WP. PECONIC,NYV 11958 31 CEDAR,TYP. TAX MAW 1ODO-674-20a,20.4 OWNER: tV 2X12 CCA,TYP. ALLEN KRAUS -- — - BR OKLYN,HICKS TREETfl BROOKLYN.NY 11201 PHONE:]18 626 5198 12cp" ARCHITECTstudoo : LL4p- EN 241N 24190 MAem architects 1 IN ROAD P.O.BOX 444 ---- - -- — ORIENT,NV 1195] -- PHONE&FAX 631 3231426 - --_-- - — ' E-MAIL:studioaC@eaMlink.ret M C — — � p -- -- 1X EDAR An bN SIDIN L E—i I ry r — r 02315 pQ 32^ z NOTES 6 1 6 I I DECK STAIR 1 ELEVATION �r�� DECK STAIR 1 SECTION 1 L 1^ 1XX CEDAR '-5" 1X2 CEDAR TRIM AN C UPPER DECK 1X6 CEDAR SIDING N CCA 2X4 STUDS @16" .C. data:8/15M revisim: i+) DN 1X3 0112X4 CEDAR HAND IL, DECK STAIR 1 DETAILS D SIN 4X4 CEDAR POST,TYP. 1?�1•-0• 2X4&2X2 CEDAR TOP RAIL 2X2 CEDAR 5'-3^ D CK STAIR 1 PLAN A-41 KRAUS RESIDENCE - project#0213 3 _ SITE UPPER DECK -_. _._ 110SECONDAVENUE MEZZANINE F.F. _ - - -- _ PECONIC,NY11959 TAX MAP. 1000-67b20.3,20.4 X CEDAR C UMN OWNER: 1 ° /'I-1' ALLEN KRAUS —'a HICKS STREET BROOKLYN,NV 1 I PHONE:71882451991N ARCHITECT: C D R ON 2X4 - - - 21 stWio aro aic 1. CDR _ OPEN NIEW OYORKH AVENUE#2M 2 M 4 4' CEDAR CORNER POST "_ _ FAAX:::2126n2 eiaN zi S P RT 2X3 24190 MAIN ROAD,P.O.BOX 441 C D R ORIENT,NY 11987 LOWER DECK71 PHONE&FAX:631 3231426 -- 1 FL. 10- __. - E-MAIL: .net I� MIrA `v RED ARC+y V l <c� 3X14 GIRDER ® ® �i A CONTINUOUS I I �Iv 2 �, y 023781 r I _____________ •_1 3' ti NOTES.. I I I i I j I I 4 I I � I I I I I I L J_� E I I i D l C I I II I I I I I I I I I I I I I I I I I I i j I I DECK STAIR 3 SECTION DECK STAIR 2 SECTION �,�� DECK STAIR 2 SECTION J Oat :6115/04. ..swp DECK STAIR 2&3 DETAILS scab: 1rz mv4 A-42 A B 8.2 3 KRAUS RESIDENCE 1. 2 12 12 pmject p 0213 SITE: 110 SECOND AVENUE PECONIC,NY 11958 I TAX MAP#: I 1000871-20.3.20.4 METAL i,! II OWNER: ALLEN KRAUS FLASHING 145 HICKS STREET M54 BROOKLYN,NY 11201 PHONE:718 624 5198 SIN ARCHRECT: 50 N SOFFIT: 2419MAIROAD 1X6 CEDAR P.O.BOX 444 VENT STRIP ORIENT,NY 11957 SIDING, PHONE 8 FAX 631 3231426 STAINED E-MAIL:sWtlkas6�e°Mlnk.nel 2' FASCIA: 3/4"X 8 1/2" CEDAR - 4X4 CEDAR COLUMN ��n MEZZANINE F.F. � Ili r 1 I 4 e 1 3X14 CCA GIRDER \ r "DIA.PILE 'a -r 023ly0� -- � II tp (�T NOTES: in METAL _ AND RAIL FLASHING- - 1X3 ON 2X4 CEDAR 1ST FLOOR F.F. UARD RAIL I ELEV.+ 2'-O" 1 FF.F.-lie ° 2X8 CCA 2X10 CCA 1 e l 3X14 C�A�IRDER DECK JOISTS FLOOR JOISTS l o l t o I l e I X6 CCA COLUMN care:8115/01 —CONCRETE PAD ENTRY DECK DETAILS 1•-6"I i II i i II i t 111'-6" aceto: I I I 1 I I I I AB B A I I I I I I I I I NORTH-SOUTH SEC PION EAST ELEVATION 1 1 2 1 1 A-43 KRAUS RESIDENCE 31„ 1" 1 1 .140 2 32 2" 1" project#oz13 SITE: Z 1 110 SECOND AVENUE PECONIC,NY 11958 TAX MAW. 1000-671-20.3,20.4 OWNER: ALLEN KRAUS 145 HICKS STREET#A5/ BROOKLYN,NY 11201 -- --- PHONE:718 624 5198 lel lel ;e e e 1 e ARCHITECT: sludio alb ercNilecb 24190 MAIN ROAD P.O.BOX 144 ORIENT,NY 11957 PHONE S FAX:631323 1426 E-MAIL:stWbab@aaN Imic.nat 2 3 --- e CONCRETE PAD - Il I / ---��` 1 tLEVATION VIEWED FROM NORTH ; J-PROFILE NOTEa: EXTERIOR 2 3 EXPOSURE 1,_�4" 2, RATED PLY 1 /4 X 6 STK CEDAR DECKI %Vfi"SPACE 1^ 014 2X8 CCA JOISTS @ 16"O 2 3X14 CCA GIRDER 1.82• 23 � SIN C este:8115/04 revision: jX CEDAR DECKING qX CEDAR DECKING ENTRY DECK DETAILS 2 1X12 CCA STRINGER l _ scale: qREIE II �' PAD �EAST-WESTSECTION 6, A-44 I KRAUS RESIDENCE Project M 0213 _ SITE: ---METAL PANEL 110SECONDAVENUE J PROFILE PECONIC,NY 11958 W/WEEP HOLES TAX MAPM: 1000-674-20.3,20.4 ALLEN KRAUS 145 HICK98TREE YA56 J PROFILE W/WEEP HOLES BROOKLYN,NY 11201 3" 1 X6 CEDAR PHONE:718 624 5198 4 SIDING [SOFFIT: 1X6 CEDAR SIDING 1X6 CEDAR ARCHITECT: Shld10 a ffiCIIIISLL4 SIDING 24190 MAIN ROAD WALL: 1X6 CEDAR SIDINGP.O.BOXb 4' ORIENT,NY 11957 ON BUILD'G PAPER ON 2" PHONE&FAX 631 3231426 PLYWD SHEATHING E-MAIL:sh:tlioab�esrihlnk.riet ARC COLUMN 6X6 CEDAR � EXPOSE z - Ir r � UTILITY cl KITCHEN `�'•' * ) �•;• «:>: 02 —._.. —__.... 2X2 CEDAR t1To� 6 J PROFILE � . - -METAL PANEL is 10-• 1X6 CEDAR -- - SIDING 1 FL.ELEV.+12'-0" PORCH F. . ELEV.+11' 1/4" ' I I • I �A ' 4 I I � J PROFILE W/WEEP HOLES � I i • I __ — — — — _ ETAL FLA N dale:815104 nXm�: I I I I I KITCHEN SIDE DECK 1 NORTH-SOUTH SECTION WEST-EAST SECTION DETAILS 1n•=r-o• A-45 KRAUS RESIDENCE METAL FLASHING METAL FLASHING 2X2 TRIM 2X2 TRIM 2 1/2'#8 WOOD SCREW 2 112"#8 WOOD SCREW Q12"O.C. Q12-O.C. 1/2'PLYWOOD STRIP a GLUED AND PRE-SCREWED ON Ix jl #0213 Dila 1/2'PLYWOOD SHEATHING,TYP. Ll SITE: 21/2*#8 WOOD SCREW 110 SECOND AVENUE 112"PLYWOOD Q 12'O.C..TVP. 1/2'PLYWOOD PECONIC,NY 11958 SHEATHING SHEATHING TAX MAP#: 2X4 GLUED AND v 1000-674-20.3,20A PRE-SCREWED ON I + + UPPER PANEL O OWNER: C1 ALLEN KRAUS O I� 145 HICKS STREET#A:M F 00 BROOKLYN,NY 11201 x _ PHONE:718 624 5190 O � w w x x z a ARCHITECT: 1 Q s W W aro archiIaCLS Q O 111 FOURTH AVENUE#2M O I NEW YORK,NY 10003 PHONE:212 677 7898 FAX:212 677 2887 24190 MAIN ROAD,P.O.BOX 444 ORIENT,NY 11957 2 1/2'#8 WOOD SCREW PHONE 8 FAX:631 323 1426 Q12-O.C..TYP. E-MAIL swCbabQeaMlink.net j 2X4 GLUED AND PRE-SCREWED ON �p APO THE BOTTOM OF ri- SHEATHING LEVEL DIFFERENCE Ci BETWEEN .- BOTTOM OF R.O.AND DECK 3 SECTION DETAIL ^ SECTION DETAIL @ HORIZONTAL JOINT L+ DECK OF 5 SECTION DETAIL @PATIO DOOR NOTEa: RLTERNATIVE M`1 +/- 2X2 TRIM 1/2'PLYWOOD SHEATHING STRIP GLUED AND PRE-SCREWED ON 1/2'PLYWOOD SHEATHING 1/2"PLWOOD SHEATHING 1/2'PLYWOOD SHEATHING 21/2"#8 WOOD SCREW 21/2'#6 WOOD SCREW Q 12.O.C. @12"O.C. 1q'+/- 2X4 GLUED AND PRE-SCREWED TYPICAL GLAZING R.O. ON ONE SIDE OF 1/2'PLYWOOD SHEATHING PROTECTION PANEL DETAILS O.A.PANELWIDTH=R.O.+3112'— 21/2 #6 WOOD SCREW QI2'D.D. scala: 1 PLAN DETAIL n PLAN DETAIL @VERTICAL PANEL JOINT A-46 KRAUS RESIDENCE 2"VENT 2"VENT aoixw a n; EniEa —C.W. - 1" . Protect#0213 i 9"WASTE �-611IOSEBIB ill SITE: r 110 SECOND AVENUE J s PECONIC,NV 11958 aEGW E iqi — VENT I 2'VENT TAX MAPM. 100067420.3,20.4 sew FR 3"WASTE STACK 2-VENT OWNER: RISER 2"VENT ALLEN KRAUS RISERS EXTERIOR SHOWER 145 HICKS STREET NA54 I2' E BROOKLYN,NV 11201 00 I PHONE:718 624 5198 I I I I vo- 0 L— oARCHITECTswio a0 architects24190 MAIN ROAD P.O.BOX 444ORIENT,NY 11957 PHONE B FAX:6313231426 I E-MAIL:sWtlicab@eeaMlink.rel ARS .vim. 023.7 I ® ® TUNDERGROUND WATER MA N ro� 1 FIRST FLOOR L SECOND FLOOR 4"VENT EXTENSION THRU ROOF 2"VENT I 2"VENT I I2"VENT 12"VENT NOTE: TUB WC LAVATORY i 1.CONTRACTOR SHALL PROVIDE UNDER GROUND GAS TANK AND PIPES FOR THE FURNACE AND KITCHEN STOVE F + r_� I 2.CONTRACTOR SHALL PROVIDE FREEZE PROTECTION FOR WATER SUPPLY I I AND WASTE DRAINAGE SYSTEM RUNNING UNDER THE FIRST FLOOR 2ND FL aata:a/1sro4 l 3"WASTE, PVC revisbn: WC LAV�TORY CLOTHES WASH KITCHEN SINK& _ DISH WASHER SHOWER I I— _I F - PLUMBING LAYOUTS ------- -- - 1 ST FL 3"WASTE, PVC 4"HOUSE WASTE Ire•=r6• DRAINAGE RISER DIAGRAM U M-01 KRAUS RESIDENCE LEGEND EFRIGERATOR LOTH WASHER EaaaL3 FLUSH MOUNTED PANELBOARD AND CABINET \ &DRYER Project M 0213 SITE: SFP�F\ D E O CEILING RECESSED MOUNT LIGHTING FIXTURE PECO IC,NY11958 VENUE A e� • CEILING SURFACE MOUNT LIGHTING FIXTURE 1�$"p3 zoo F2��'2p f" WALL MOUNT LIGHTING FIXTURE OWNER: _ ° ALLEN KRAUS --� 145 HICKS STREET#A54 A A PHONE:OKLYN,NY 1 1 7186245198 / 1 • ISH WASHER SINGLE POLE SWITCH THREE WAY SWITCH 0 ARCHITECT: pM qN _ o SINGLE POLE SWITCH W/DIMMER 24IN MAIN ROAD ts ow 24190 MAIN ROAD STOVE IGNITION P.o.eox 444 'o o — 4) DUPLEX RECEPTACLE PHONES Y 1196 1 323 1426 a DUPLEX RECEPTACLE PROTECTED BY E-MAIL:elWioa eeMlvuc.iret GROUND CIRCUIT FAULT INTERRUPTER 2•_3• ------ -9, EXTERIOR DUPLEX RECEPTACLE : .wT L A f -® SPECIAL PURPOSE OUTLET ��ck AR�+h� pN O O I �I O - CEILING MOUNT SMOKE ALARM A CEILING P IDLE F(N ° -+< z+m save A A -c WALL MOUNT SMOKE ALARM B io� WALL MOUNT CO ALARM ' I A � TELEVISION OUTLET O O O � TELEPHONE OUTLET — I I -- I --- E a es: I I I E ° ° ° I I I I I I I I ❑ ❑ ❑ I I - I I i — date:8115/04 I n3vbion: I � I I exr I � I �❑ ° ° ELECTRICAL LAYOUTS 1 NOTE: 1.SEE INTERIOR AND EXTERIOR ELEVATIONS FOR WALL MOUNT LIGHTING FIXTURES scab: 1re=ro 2.COORDINATE WITH MECHANICAL CONTRACTOR FOR ELECTRICAL SERVICES FOR �,�� FIRST FLOOR MEZZANINE MECHANICAL EQUIPMENT U E-01 KRAUS RESIDENCE project#0213 SITE: T.vw�y aq s w 'I 110 SECOND AVENUE PECONIC,NY 11958 TAX 74 it ail \ m TAX MA-4-20.3,20A \ �• \VA OWNER ALLEN BROOKLYN,NY llASI STREET B s PHONE:718 624 5198 3VOICE6w1i/. pM w \\ B B B D ARCHITECT: VA sWio 1WM architects 24 24190 MAIN ROAD P.O. 4 ORIENT,ENT•NYNY 11957 VA PHONE b FAX:X:631 631 323 1426 L_ Ir \\\ E-MAIL sWdioabQeaMlink.net GI AN B AVA E v�v �tiFtED cZY \ t AR vv o b -� u rI ;' - lt7l B r NOTES: Ep W T" a W:&15/04 revision: ELECTRICAL LAYOUTS 2 .le 1I8'=1'-0• �,�� SECOND FLOOR �,��ATTIC E-02 SPECIFICATIONS Project: KRAUS RESIDENCE Owner: Allen Kraus address: 145 Hicks Street A54, Brooklyn, NY 11201 telephone: 718 624 5198 e-mail: allenkraus@earthlink.net site address: 110 Second Avenue Peconic, NY 11958 Tax map#: 1000-67-4-20.3&20.4 ARCHITECT: STRUCTURAL ENGINEER: studio a/b, architects Joseph Schmitt Consulting Engineers Hideaki Ariizumi Joseph Schmitt Glynis Berry 12 Wylie Way,Stony Brook,NY 11790 24190 Main Road tel.:631 689 7270 P.O.BoxA44"" fax:631 751 7047 OriPt1`t,�T 11'957 ;.'`r e-mail:jscepe@schmittengineering.com t &flex:53:1 323 1426 ail:sttidic�ala@eart n�t f te:August 15,2004 revision: SPECIFICATIONS TABLE OF CONTENTS: Page ......................._...................._........_......_......................__....................._..................................................................._..............................._.........................................................._...__......................._.__...................................._......................................... DIVISION1 GENERAL REII........................................_UIREMENTS 3 .................................................._.............._...._.................._.................................... .................................._......................................................_._............................_........................................... ..................._...__..... ....................._.._.........._._.........._............................................................................................................._............................................................................................................._..............................._............................_................................._........... DIVISION 2 SITE CONSTRUCTION ..................................................__............._....................--.............._..._................................................................_.............................................................._...................................................................................................._..........................._........... 02300 EARTHWORK 6 ..............__.............__...............-..................__..................._._................................................................................................._.._................................................................_..........................................................._..._......................__............ 02500UNDERGROUND UTILITIES 7 ..............................................._........................................._............................................................................................_........................._........................._..._.._..........................................................................................._............................__........... ....................................................._._.......................................................................................................................................................__..................._..._..---.._.................................................................................._._............................................ DIVISION 3 CONCRETE 03330 CAST-IN-PLACE CONCRETE 8 ......................................................__....................................._............................................................................._.._._......................._..........................._................................................................................................................................_.................. DIVISION 5 METALS 05100 STRUCTURAL STEEL _..................................................... .....................................................-..................................................................................................................................................._.... DIVISION 6 WOOD AND PLASTICS 06100 ROUGH CARPENTRY ........................................._._.........................__..................................................._.._..........._.__............................................._................................._..........................-............................._..............._.. ......................_...............................__.................._....................................._......_....................._......................................................_..............._...................................................__......................._............................................................................._.... 06200 FINISH CARPENTRY 9 ..................................._......................................................................................................................................................................................---.................................................._.._.._......................_......................................................._.................._... 06400ARCHITECTURAL WOODWORK 10 ......................................................_..................................................................._.................................__..........................................................._..........................................................................................................................................._............_............ CABINET SCHEDULE ......................__.....................................................................................................................................................-----.........................._....................................................................................................._.........................._...................._............... DIVISION 7 THERMAL AND MOISTURE PROTECTION 07200 BUILDING INSULATION 11 ...................................................................................................................._..._...................................................................................................................................................................................._................................._.......................-...................... 0.................................. ................................................................................ I....................... 07410 METAL WALL PNELS ................ .................................................................................................................................................................................................._......................................................_........................ 07460 W............ ..................................................................................................................................__........................................................................_.................._.......................................................................... 07600 FLASHING AND SHEET METAL 07700 ROOF VENTS 14 ........................._........................_........................................................................................................................._...................................................._............._..............._..............................._........................................_.............................._............. 07900 JOINT SEALANT ...................................................._.................................................................__..........................._...................................................._...............__.........................................................._........................._..................................................._....................._. DIVISION 8 DOORS AND WINDOWS 08200 WOOD DOORS 15 ......................................._.................................................................................................................................................._....................._....................................................................................................................................................................._.......... 08550W ............................................................................................... ..._.................................................----._._.............................................................. 087. .......................-..._.._............................................................................................._.._..................................................................................._................................._. DOOR SCHEDULE 18 ................................................_.__._..-........................--..................................._..........................._._..............................................................._..._....................................................................................__............................................I._...._................... WINDOW SCHEDULE 19 ---.._............................................._..__...........................__...................._............................................................_...._._..........................._...................._................................................................................................._........._.................................._..... DIVISION 9 FINISHES 09250 GYPSUM WALLBOARD 20 09300 TILE 21 09500 ACOUSTICAL FLOOR UNDERLAYMENT 22 09550 WOOD FLOORING _. . ...._.._........................_......................................_........_......__._................................................................................................................................................_._..........................................................................................................._............ 09555CORK TILE FLOORING 23 —_.................._.._..................._............................._.._...................... -.................................................._.................................................................._..............................._._.........................................................._................_. 09688 CARPET _........__...............................__.._................._..................................................._.................._....._...........__._..................................._............................................................................................._....._..............................................................._.... .09900 _._._.....................PAINTING24 ................................................................_........................._.._..................._.__.....__......................................................................................._.................................._........... FINISH SCHEDULE 25 ......................_......_..._............................_..............................................................................._...._.._............................................................................................................................................................................................................................ .... DIVISION SPECIALTIES 10 10300 FIR .. ................................................................................................................_......................................_........................................................................................................................................... 10670STORAGE SHELVING&ACCESSORIES . _ . ..................................................................................................................._......................................................................................................._..............................................................................................................................................._.... 1 ......................_................_._...--........---......__................-.-. ......___.................---.._............................__.....................-..---........................_._._....................---.............__.._._............................................... 10800 BATHROOM ACCESSORIES29 BATHROOM ACCESSORY SCHEDULE ..............__._.........................._-._...................._...................-----......_..............---..............................-......._._...................---.............._............................._.....................................__........................................._----...... DIVISION EQUIPMENT 11 11450 RESIDENTIAL EQUIPMENT ......................................................................._30..... 11455 KITCHEN&BATH CABINETS -....................................................................................._...................----...._................................................_.._...............................---....................................._................................................._............................................................................... DIVISION MECHANICAL 15 1505 .............................. . ........................................ ............................_........................... ._......................_..................................................................... ..........................--.............. 15250 MECHANICAL INSULATION32 -- .................................._..................._._._............................ ....... ....................... _.................... ..__........................._.._..............................................................--............................................................._..................._......._............... 1.5400 PLUMBING _._.._........................................_.................._................................................................................................_.........._........_...................._......................................_..................................................................._.............................................. PLUMBING FIXTURE TYPES AND SCHEDULE 33 15500 HEATING 34 _........................................................................_.._................__.............._._.__............__.............................._...._...............................__........................-----.._.............................................._.__.....................__............................__........... -......._........._._............................_........._................._................_....._........................_._......................_.__........................----..._.................----._..........................._.........................................................__..__..._................................. DIVISION ELECTRICAL 16 16050ELECTRICAL 35 .............................................._....._.._.....................-............_.........................._.._..............................................._...........................................__.........................................._............................_..................................................................... ....._..._.._. 16500 LIGHTING 37 ......................................................................._..............._................_......................-----.........................-........................_..._....................._-...._.......................__......................_..._.....................---............................................ LIGHTING FIXTURE SCHEDULE ....---._.............................................._...................._.........................._...................................._........................................................................._....._.............................._.................................................................................................................... ..............-__-..............................__.-.................................._...................................................................................................................................................................................................................................................................................... ALTERNATIVE#138 ...........................-------....................._..............._................_..........................._...........................__..._..............__.-...._.......................__.........................._................................._........................_..__...._................................ .........................................................................-_...............__............__........................................_............................................................................__.._............................._.................................................................................................................. MISCELLANEOUS CUTS .........................................__................_..............._._......._....................................__.._.........................................._..................................................................------................................................_._._...._............. 2 DIVISION 1:GENERAL REQUIREMENTS The General Requirements contained in this Division are intended to supplement conditions and requirements of the Work set forth elsewhere in the Contract Documents.If these General Requirements conflict with other requirements of the Contract Documents,the conditions imposing the most stringent requirements shall control. I. SUMMARY OF WORK A. The work of all divisions,sections and trades is subject to the requirements of the Contract Documents and this Division. B. Scope: The work as required by Contract Documents shall include furnishing all labor,materials, appurtenances,equipment and services necessary to complete all work shown or reasonably inferred on the Drawings and/or specified herein: Base Bid: Kraus Residence Construction Alternative#1: Use standard window glazing(non-impact resistant rated)with glazing protection panels made of 1/2"plywood sheathing provided with 2%2"#8 screws @ 12"o.c. C. "Provide"means furnish and install. All work indicated on Drawings as"N.I.C."or"Owner supplied"will be finnished by others and installed this Contract. D. The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces.The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules. H. GENERAL REQUIREMENTS A. All work shall conform to the latest edition and addenda of the New York State Building Code,State Enera Code,requirements of State Department of Environmental Conservation,the Southold Town Codes,and all other applicable codes and laws,rules,regulations,and requirements of governmental Authorities and insurance companies having jurisdiction or coverage of the locus or Owner. B. Work shall be executed by licensed practitioners and personnel skilled in the trades. C. Guarantee:General Contractor shall guarantee all Work and Materials for a period of one(1)year from the date of final Certificate.Neither the final Certificate Payment,nor termination of the guarantee period,shall relieve the Contractor of the responsibility for negligence or faulty materials or workmanship within the extent and period provided for by the law.More extensive warranties shall not be affected by this guarantee. D. Carry all necessary insurance to fully indemnify Owner and Owner's representatives harmless against all losses,expenses and claims for death,personal injury,and property damage arising out of Work done by Contractor or subcontractors. E. The Contractor shall arrange and comply with all inspections required by local codes. III. PREPARATION A. Contractor shall examine the conditions and preparations made for the performance of each section of work and notify the Architect of conditions detrimental to the proper and timely completion of this work.Do not proceed with this work until conditions are made satisfactory for the performance of such work. B. Verify all dimensions and job conditions prior to construction and report to the Architect any discrepancies or omissions which would interfere with satisfactory completion of the work prior to the start of work or construction of work in the area concerned. IV. INSTRUCTIONS,CHANGES,SUBSTITUTES A. Supplemental Drawings and Specifications:As finishes and details become further developed and refined by the Architect,drawings&specifications will be issued during construction.In the event that the Contractor feels these drawings affect the cost of work that has already been bid,a Change Order will be negotiated prior to the execution of the work involved. 3 B. Verbal Instructions:it is the Contractor's responsibility to advise the Architect regarding any additional costs resulting from the Architect's verbal instructions;such advice shall occur before any additional work is executed. C. Considerations of substitutions:burden of proof of the merit of proposed substitutions upon the proposer. D. Approval by architect is required before installation. If substitute material,equipment,or alternative configuration is installed before it is approved by the Architect,the Contractor shall be liable for its removal and replacement at no extra cost. V. SUBMITTALS A. The following materials and systems require submissions prior to purchase or installation: Title Catalog Sample System Desi n Tile grout carpet Painting Gas underground tank Radiant Heating System B. Manufacturer's recommendations and installation instructions shall be adhered to for all materials used.Copy or original installation instructions shall be provided to Owner. VI. CONSTRUCTION SCHEDULES A. Submittal:the first schedule shall be submitted prior to the start of the Work;include commencement,order and completion dates for the various parts of the work;submit subsequent schedule changes as they arise. B. The contractor shall schedule connection to existing building and systems at a time that will be convenient for the Owner and cause minimum disruption to all parties involved. C. The Contractor shall schedule and coordinate with Utility Companies,such as Electrical,Gas, telephone,and/or cable TV companies,for such Utility Companies'work in connection with this Project. VII. CONSTRUCTION ADMINISTRATION A. Job site:the Contractor shall maintain on the premises an up-to-date and complete set of drawings, specifications,supplemental details,shop drawings,specification submittal,and Architect correspondence for the duration of the project,for the sole purpose of keeping an accurate record of changes made during the construction. B. Telephone:Quick and accessible communication shall be provided in a manner acceptable to both the contractor and the architect. C. Supervision:the Contractor or Contractor's superintendent shall supervise and coordinate all the Work defined by this document and Drawings whether by his own or his Subcontractor's forces.The Contractor's superintendent shall be personally present at the site for at least a portion of each day that the work is in progress whether by his own or his subcontractor's force. D. Contractor shall resolve all problems of related work.In case of conflicts due to improper coordinating by the Contractor,the Architect's resolution will be final.No compensation will be awarded for extra work required resolving the conflicts. E. Trash removal: Contractor shall remove all trash from the site on a regular basis in accordance with all regulations. 4 GENERAL REQUIREMENTS(continued) F. Material receiving,moving,storage and protection: 1. It shall be the Contractor's full responsibility to make all arrangements and pay all charges for material moving,storage,removal etc. 2. Protect all equipment,materials and installations until final acceptance of work. 3. The Contractor shall be responsible for the security of his materials and equipment and those items bought by the Owner and installed this contract.He shall not receive any additional payments for replacement of such which are lost,stolen or in any way damaged or unfit for use.Contractor shall be responsible for securing the site whenever the Work is not in progress. VIII. PROJECT CLOSE-OUT A. Substantial Completion:the Architect shall issue a Certificate of Substantial Completion after the permanent utilities are in operation and the Work has progressed to the point that the Owner could occupy the project for its intended use with full access and all occupancy permits and approvals by governing authorities and franchised services are complete;the Certificate shall establish responsibilities of the Owner and Contractor for security,maintenance,utilities,damage to the work, and insurance,and shall fix a deadline,negotiated between the Contractor and the Owner,for the completion of all Punch List items;all warranties required by the Contract Documents shall commence on the date of the Certificate of Substantial Completion. B. Punch List:the Architect shall attach to the Certificate of Substantial Completion a Punch List setting forth the remaining work required to close-out the Contract;the Punch List and deadline may be amended repeatedly as further deficiencies in the Work arise;if the Punch List work is not completed by the deadline,the Owner may carry out the Work. C. Cleaning:the property shall be left spotlessly clean and in first class condition and repair. The entire interior of the property shall be vacuumed dust free including all cabinet interiors,window sills,etc.; all floors shall be thoroughly cleaned and dust-mopped,damp-mopped,or vacuumed as appropriate to the finish;all wall tile,glass,light fixtures,plumbing fixtures,and hardware shall be spotless;the entire exterior of the project and site shall be cleaned with the ways appropriate to the finishes and configurations;replace water filters if units were operated during construction;cleaning operations shall be completed just prior to Owner occupancy;Comply with manufacturer's instructions;Remove labels that are not permanent;replace damaged materials;clean the landscape development of litter; repaint any maned or stained surfaces;each Punch list item performed after Owner occupancy shall be subject to the above cleaning requirements. D. Owner's Manual: Provide Owner with all Owner's Manual and product service warranties for Heating equipment,all appliances,etc.;also include a typewritten list of all subcontractors and their phone numbers and addresses;submit to Architect. E. Final Payment:after the Contractor has completed the Punch List,submitted the Owner's Manual, and submitted a complete release of liens to the Architect from every entity,including Contractor, who could lawfully and possibly file a lien arising out of the contract and related Work covered by the payment,the Architect shall issue the final Certificate for Payment.The final payment to the Contractor shall be made no later than 30 days after the date of issue and 7 days after the expiration of the final date for filing labor and material liens. F. Upon completion and final acceptance of the work,provide one complete check and adjustment, including any refitting that may be required of all operating doors. This work is to be performed at a time acceptable to the Owner between six and twelve months after Substantial Completion. 5 DIVISION 2 SITE CONSTRUCTION 02300 EARTHWORK PART 1:GENERAL 1.01 Scope of Work:labor and materials required to finish and to install site preparation,all excavation and filling works for the Project,includes: 1. Requirements of New York State Department of Environmental Conservation,including execution of two (2)drywells with drain pipes leading runoff water to the drywells. 2. Excavation and filling for the new concrete pads and cylindrical concrete piles. 3. Excavation,trenching and filling for the new water supply and septic systems. 4. Excavation and filling for LPG gas tank. 5. Trenching and filling for electrical service entrance 1.02 All work shall conform to the requirements of New York State Department of Environmental Conservation. PART 3:EXECUTION 3.01 Site cleaning: A. Clean and remove foliage/grass as designated by filling, cutting, and hauling from site (or incorporate elsewhere on site according to architect's directions). B. Strip to depth of 12"below existing grade level to remove topsoil and organic material. C. Where organic material occurs deeper than 12",continue stripping to depth necessary to remove all material. D. Leave site level with natural existing grades and elevations after removal of topsoil and organic materials. E. Leave site hand raked and free of stones,sticks,trash,and other debris. F. Store excavated and separated topsoil and earth on the site.Protect from erosion.Reuse for final grading plan. 3.02 Excavation: A. General:excavate to lines and elevations as required;make excavations sufficiently large to permit placing and removal of forms,installation of utilities;and to allow inspection. B. Trim excavation bottoms so under-slab fills bear on undisturbed soil.Delay trimming non-cohesive soils until new construction is ready to be placed. 3.03 Excavation Protection and Erosion Control: A. Keep excavations free from ground and surface water.Maintain ground water in bearing strata at safe levels by methods that preserve undisturbed state of bearing soils and prevent loss of fines.Dispose of collected water without causing silting drainage systems or erosion of site or adjoining property. 3.04 Fill and backfill: A. Before backfilling,remove trash and debris from excavations. B. Install material in separately-compacted 6"(max.)loose lifts. If clayey material is wet,install it with alternate lifts of dry material;compact only dry lifts. C. Do not fill materials on areas where free-standing water is standing or on surfaces which have not been approved. D. Excess Material:Stockpile excess material on site,where directed by the Architect. Contractor shall agree to remove any excess earth at Owner's direction and discretion. E. Maintain finished grade sloping away from the building. END OF SECTION 6 DIVISION 2 SITE CONSTRUCTION(continued) 02500 UNDERGROUND UTILITIES PART 1—GENERAL 1.01 WORK A. Provide well and water supply system,and sewage system,as shown on the Drawings and specified herein, including but not limited to: - Well pump: Stainless Steel submerged electric pump. - Water Tank - Septic system B. Provide everything required to complete the Work as shown on the Drawings and specified herein. C. Other related work: - Excavation,grading:Division 2,SITEWORK - Division 15,Plumbing - Underground LPG tank:Division 15,Mechanical - Underground Electrical entry and cable TV:Division 16,Electrical 1.2 QUALITY STANDARDS A. Provide experienced well-trained workers competent to complete the Work as specified. B. All work shall comply with manufacturer's instructions and governing building and safety codes. C. Obtain water lab test PART 3—CONSTRUCTION 3.1 PREPARATION AND COORDINATION A. Identify work to be completed: -By project subcontractors. -By local utility companies. -Any special work to be provided by client. B. Coordinate utility trenching: -Keep open trench work to a minimum. -Avoid duplicate trenching. -Avoid potentially damaging crossover trenching. -Install sanitary sewer drainage first,followed by: -Storm sewers-Water supply—Gas-Electrical and communications C. Check utility company or subcontractor plans to assure their work is coordinated with: -Other work. -Existing trees and planting that are to be protected. -Existing construction. END OF SECTION 7 DIVISION 3 CONCRETE 03330 CAST-IN-PLACE CONCRETE SEE STRUCTURAL SPECIFICATIONS DIVISION 5 METALS 05100 STRUCTURAL STEEL: SEE STRUCTURAL SPECIFICATIONS DIVISION 6 WOOD AND PLASTICS 06100 ROUGH CARPENTRY SEE STRUCTURAL SPECIFICATIONS 8 DIVISION 6 WOOD AND PLASTICS 06200 FINISH CARPENTRY PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for fabrication and installation of site built and site-finished items,including but not limited to: A. Fascia,rake board. B. Exterior and interior door frame and trim,standing and running trim,window trim and sill,coping and base. C. Siding. D. Decks. E. Exterior and interior rails. F. Cutting and patching all woodwork required to accommodate other works:including but not limited to piping, ducting,wiring,accessories,and the like. PART 2:PRODUCTS 2.01 Exterior works: A. Fascia,rake board,window trim,standing and running trim: clear red cedar. B. Deck:5/4 x 6 STK Cedar Decking on CCA framing; C. Deck guard rail:2x2 clear red cedar lattice; partially 1x6 clear red cedar siding V-grooved D. Deck hand rail: 1x3 on 2x4 clear cedar as per Drawings. 2.02 Interior works: A. Door frame and trim,standing and running trim,window sill,coping and base: - Clear white pine,typ. - Clear cypress in Bathrooms B. Stair:Bamboo treads and risers C. Wood ladder:Maple D. Hand rails: 13/8"dia.oak,with brackets:IVES#158,cast aluminum,anodized(28)finish. PART 3:EXECUTION 3.01 Finish Carpentry Installation: A. All trim shall be securely fastened to solid backing with fine finishing nails. Leave no hammer marks. Blind nail where possible. Set nails for putty stopping. Draw tight against finished product. B. Joints: Cope at returns and corners,and miter at external corners of baseboard. All standing and running trim and the like shall be installed using longest practical lengths so as to minimize joints;joints shall be crafted so as to be as invisible as possible,except for joints detailed otherwise. C. Surfaces: after installation,all woodwork must be free of warping,splintering or other defects,and sanded smooth,free of planar marks and blemishes. 3.02 Adjusting,Cleaning,and Protection: A. Correct nonconforming and damaged work.Remove and replace work that cannot be satisfactorily corrected. B. Leave work clean and ready for finishing. Do not build in or cover up dust,scrap,debris,or excess material; protect finished carpentry work from damage by subsequent trades. Remove all wood,including form lumber, scrap lumber,shavings and sawdust,in contact with the ground. Leave no wood buried in any fill or backfill. END OF SECTION 9 DIVISION 6 WOOD AND PLASTICS(continued) 06400 ARCHITECTURAL WOODWORK PART 1:GENERAL 1.01 Scope of Work: Including all shop fabrication,labor,materials,equipment and services for pre-finishing and installation of custom cabinets,counter top,hardware,fasteners,and accessories. 1.02 Quality Standards:Comply with custom grade standards of the"Architectural Woodwork Quality Standards," current edition by the Architectural Woodwork Institute(AWI). PART 2:PRODUCTS 2.01 Veneer Plywood:Cabinet Grade natural Birch,veneer core plywood as per Drawings. Exposed edge to be cased with matching tape. 2.02 Hardware: A. Shelf rests: '/4".dia.pin,mini spoon shaped,chrome finish. PART 3:EXECUTION 3.01 Architectural woodwork shall be installed plumb,level and straight with no distortion. Shim as required using concealed shims. Scribe and cut woodwork to fit adjoining work. Anchor woodwork to anchors or blocking, or directly to substrate,using concealed fasteners. CABINET SCHEDULE Room Type Note/Material/Finish Hardware 201 Bookshelf '/."Birch Plywood,polyurethane,sec.09900 Type D Shelf rests Hallway END OF SECTION 10 DMSION 7 THERMAL AND MOISTURE PROTECTION 07200 BUILDING INSULATION PART I:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services necessary to furnish,deliver,and install building insulation as indicated and required to provide thermal enhancement. 1.02 Quality Standards: Materials and methods of installation shall be subject to stipulations and rules of Federal and State Energy Codes. PART 2:PRODUCTS 2.01 Batt insulation: Owens/Corning fiberglass"thermal batt insulation"or approved equal;widths to fully fill framed spaces. A. 6 1/4"thick,R 19 for the exterior walls,and interior floor/ceiling construction between floors. B. 10 1/4"thick,R 38C for ceiling/roof construction. C. 8'/<"thick,R 30C,vinyl wrapped,for floors exposed to exterior 2.02 Mudsill Draftstop,window and door shim-space insulation: Glass fiber insulation in rolls; 1"thick compressible to 1/32";width to suit sill members;manufactured by Owens-Corning Fiberglass or Certainteed Corp.or approved equal. PART 3:EXECUTION 3.01 Installation of all insulation products shall be in accordance with manufacturer's specification. END OF SECTION 11 DIVISION 7 THERMAL AND MOISTURE PROTECTION(cont.) 07300 ASPHALT SHINGLE ROOFING PART L GENERAL 1.01 Scope of Work: Including all labor, materials, equipment and services for complete installation of asphalt shingle roofing over the extended window. 1.02 Quality Standards: All work shall be carried out to the highest quality of the industry and shall be guaranteed for not less than 25 years. Drain water entering at joints and condensation occurring within the construction to exterior. Allow no uncontrolled water on the interior face of roof panels. PART 2:PRODUCTS 2.01 Fiber glass reinforced asphalt roof shingles, "Timber Line Ultra" by GAF, or approved equal. Color Weathered Wood Blend. PART 3:EXECUTION 3.01 All work shall be of the highest quality of the industry standards and in accordance with manufacturer's specifications. 3.02 Underlay protection: A. Install roofing felt according to manufacturer's directions and specifications. B. Waterproof Membrane Application: -Install waterproof underlayment directly on roof sheathing per manufacturer's instructions. - Install a 36" wide sheet continuously along eaves and rakes, continuously along and centered on valleys, around skylights. Install square sheets over metal roof vents,extending 10"min.beyond vent roof flange on all sides.Cut close-fitting openings for vent passage. END OF SECTION 07410 METAL WALL PNELS PART L GENERAL 1.1 WORK A. Provide everything required to complete the work as shown on the Drawings and specified herein, including: - Aluminum wall panel,vertically applied - Aluminum edge profiles,as per Drawings. PART 2:MATERIALS 2.1 Aluminum wall panel A. Provide aluminum panel,as shown on the Drawings. - Ribbed aluminum pre-formed,concealed fastening panel, .032 thick,color 22 Mint Green,#OPM 045, by Atas International,Inc.phone: 800 468 1441,www.atas.com,Allentown,PA. B. Edge profiles as per Drawings,same color as panel. PART3:EXECUTION 3.1 Install aluminum panels strictly according to the manufacturer's instructions. 3.2. Cleaning and repairs: - Clean the work area and remove all scrap and excess materials from the site. - Repair or replace defective work as directed by the Architect. END OF SECTION DIVISION 7 12 THERMAL AND MOISTURE PROTECTION(cont.) 07460 WOOD SIDING PART 1--GENERAL 1.1 WORK A. Provide everything required to complete the work as shown on the Drawings and specified herein, including: - Wood siding,horizontally applied on walls and soffitts. PART 2—MATERIALS 2.1 Wood Siding: 1x6 clear red cedar,V-grooved,install horizontally PART3--CONSTRUCTION AND INSTALLATION 3.1 Wood Siding: A. Nail siding firmly into studs. - All joints between siding pieces to be over studs. - Nails to be set and puttied. 3.2. Cleaning and repairs: - Clean the work area and remove all scrap and excess materials from the site. - Repair or replace defective work as directed by the Architect. END OF SECTION 07600 FLASHING AND SHEET METAL PART 1:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation and testing of the Work,including: 1. Roof edge flashing at fascia,rake,and lean-on peak 2. Drip flashing over windows,doors,and ledgers 3. Gutter,scupper,leader 4. Lead-coated copper shower pan in the Bathroom 1 1.02 Quality Standards: work shall be done by a fabricator/installer who specializes in application of sheet metal flashing work per SMACNA standards. All work to conform to applicable state and local codes,and shall provide suitable moisture and air infiltration protection. 1.03 Related Work: Shower pan:Plumbing,floor drain PART 2:PRODUCTS 2.01 Drip Edge:aluminum preformed,or coil. 2.02 Gutter:white coated aluminum. 2.03 Downspout:aluminum round,white coated. PART 3: EXECUTION 3.01 Install shower pan over the'/4"per 12"sloped mortal cement or other appropriate subsurface. END OF SECTION 13 DIVISION 7 THERMAL AND MOISTURE PROTECTION(cont.) 07700 ROOF VENTS PART 1:GENERAL 1.01 Scope of Work: Including all labor, materials, equipment and services for complete installation of roof air vents. PART 2:PRODUCTS 2.01 Roof ventilation strip: S-400 manufactured by Cor-A-Vent,Inc.(tel.800-837-8368)or approved equal. 2.02 Roof ridge ventilation strip: V-400 manufactured by Cor-A-Vent,Inc PART 3:EXECUTION 3.01 All work shall be carried out to the highest quality of the industry standards and in accordance with manufacturer's specifications. END OF SECTION 07900 JOINT SEALANT PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services necessary to famish,delivery and install joint sealant inclusive of sealant for exterior vertical and horizontal wall joints of lot line window; perimeter of mechanical,electrical,and other items that penetrate exterior wall finish interior sealant and joint fillers. 1.02 Quality Standards: Comply with the applicable referenced standards of the American Society for Testing and Materials(ASTM)specified hereinafter. PART 2:PRODUCTS 2.01 Exterior walls: Single component silicone rubber sealant ASTM C920,Type S,Grade HS,and as applicable to joint substrate as manufactured by Dow Corning Corp,Type 790-795,or equal. Color:as selected by Architect. 2.02 Interior walls:Jamb,sills,head of windows,doors,and other openings where similar or dissimilar materials abut and when high movement is not anticipated.One part non-sag acrylic latex sealant;solids not less than 85%acrylic as manufactured by Remco Manufacturing Co.,acrylic latex caulk,or equal. PART 3:EXECUTION 3.01 Comply with manufacturer's recommendations for installation and curing. Install sealant to depths as recommended by sealant manufacture. For joints with acrylic sealant,fill joints to a depth in range of 75%of joint width. END OF SECTION .14 DIVISION 8 DOORS AND WINDOWS 08200 WOOD DOORS PART 1:GENERAL 1.01 Scope of work:including installation of all new wood doors as shown or specified. PART 2:PRODUCTS: 2.01 Exterior wood door:Full light sash door,with Hurricane resistant rated insulated tempered glass,Andersen Frenchwood Inswing door 1"31611 AR,with white exterior clad,with primed interior,with Estate Hardware,brushed chrome,with chrome hinges,with no grill, 2.02 Exterior wood door:Full light sash door,with insulated tempered glass,with chrome hinges,Fir,#E-5001 or 5019 by Morgan or equal 2.03 Interior wood door: Solid core,red birch plywood flush door,with chrome hinges. PART 3:EXECUTION 3.01 Examination: Before purchase,verify all existing dimensions of openings,and before installation,verify again that openings are plumb and square and of proper dimension.Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Installation: A. Assemble and install doors and frames to match existing. B. Door frames: Set frames plumb,square,and free from twist,in proper relation to wall surfaces. Install shims at anchor/fastener locations so work is not distorted when secured in place.Use finish nails for wood trim. C. Care shall be taken not to mar surfaces in handling and application of doors.Doors shall be hung plumb and straight with proper binding.After hanging,protect doors as necessary from damage.Replace damaged doors. Doors shall be prepared to receive hardware according to door and hardware schedule.Provide necessary clearances at head,jambs and sill. 3.04 Adjusting and Cleaning: A. Adjust door to work freely with hardware functioning properly.Re-adjust at completion of the project if directed. B. Remove visible labels. C. Leave doors and glass in a job clean condition.Final cleaning of glass shall be done under Division 1. 3.05 Protection: A. Cover doors and frames during spray painting or other construction operations that might cause damage. B. Protect composite sills from damage by chemicals,solvents,paint,or construction traffic. END OF SECTION 15 DIVISION 8 DOORS AND WINDOWS(continued) 08550 WOOD WINDOWS PART I:GENERAL 1.01 Scope of work: including installation of windows per Window Schedule and as indicated on Drawings,and all finish hardware as shown or specified. PART 2:PRODUCTS 2.01 Clad wood windows: A. Casement windows with screen,with NO muntins,with NO extension jamb,factory assembled as manufactured by Andersen Windows&Doors.Color:white for exterior clad,and screen frame.Hardware: Estate brushed chrome. B. Awning windows with screen,with NO muntins,with NO extension jamb,factory assembled as manufactured by Andersen Windows&Doors.Color:white for exterior clad,and screen frame.Hardware:Estate brushed chrome. C. Sliding doors with screen,with NO muntins,with NO extension jamb,factory assembled as manufactured by Andersen Windows&Doors. Color:white for exterior clad,and screen frame.Hardware:Estate brushed chrome. D. Fixed frames with NO muntins,with 4 9/16"extension jamb,factory assembled as manufactured by Andersen Windows&Doors.Color:white for exterior clad. 2.02 Glazing: Hurricane impact rate,Low E,insulated glass(Andersen HP IR).Use tempered insulated glass(Andersen HP IR tempered)as per Specifications and Drawings. 2.03 Window finish: Interior window sash and frame shall be bear wood and shall be coated with UV resistant polyurethane(Sec. 09900,Type D2) PART 3:EXECUTION 3.01 Examination: Before purchase,verify all existing dimensions of openings,and before installation,verify again that openings are plumb and square and of proper dimension.Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Delivery,Storage,and Handling: A. Deliver in original packaging and protect from weather. B. Store units in an upright position in a clean and dry storage area. C. Prime or seal wood surfaces,including surfaces to be concealed by wall construction,if more than 30 days will expire between delivery and installation. 3.03 Installation: A. Install windows according to manufacturer's instructions.Use installation clips for pre-finished units,unless otherwise noted. B. Install sealant and related backing materials at perimeter of assembly in accordance with Section 07900 Joint Sealers.Do not use expansive form sealant. C. Install accessory items as required. 3.04 Adjusting and Cleaning: A. Adjust operable sash to work freely with hardware functioning properly.Re-adjust at completion of the project if directed. B. Remove visible labels. C. Leave windows in a job clean condition. DIVISION 8 16 DOORS AND WINDOWS(continued) 3.05 Protection: A. Cover windows during spray painting or other construction operations that might cause damage. B. Protect composite sills from damage by chemicals,solvents,paint,or construction traffic. END OF SECTION 08710 DOOR HARDWARE PART I:GENERAL 1.01 Scope of work: including all finish hardware as shown or specified. PART 2:PRODUCTS 2.01 Door lock set: A. Entrance lockset:Entrance Lock with Lever handle,#S51PD with S-JUP 626 by Schlage B. Dead Bolt:single cylinder dead bolt,#B 160-626 by Schlage C. Interior lockset:Privacy Lock with Lever handle,#S40D with S-JUP 626 by Schlage D. Closet lockset:Passage Lock with Lever handle,#S l OD with S-JUP 626 by Schlage E. Closet double-leaf door dummy trim:S 170 S-JUP 626 by Schlage 2.02 Pocket door pull:Stanley PD 150-61 or equal 2.03 Pocket door HW set:Stanley PD 150 with PDF 150,or equal 2.04 Roller catch:IVES#338 PART 3:EXECUTION 3.01 Installation: A. Hardware shall be the proper kind for its use and shall fit its intended location perfectly.All details shall be checked by Contractor who shall be responsible for the correct materials being furnished for all conditions. Should it develop that hardware as specified,or for certain locations,is unsuitable because of detail or size of members to which hardware is to be applied,provide in lieu thereof hardware of correct size and design,and obtain Architect's approval of such change. B. Provide suitable templates,together with the approved schedule,to the respective trade,as required,to insure the accurate setting and fitting of finish hardware. C. All hardware shall have the required screws,bolts and other accessories necessary for its installation packed in the same package with the hardware. D. All hardware shall include adjusting tools and instructions as furnished by the manufacturer as standard practice as well as identification regarding locations.Upon completion of the work,the Contractor shall turn over to the Owner all such tools and instructions,including references to specific hardware. E. Mounting heights of new hardware on new door shall be the same as on other nearby existing doors. F. Strip,paint if required,and clean existing hardware before reuse. END OF SECTION 17 DIVISION 8-DOORS AND WINDOWS(cont.) DOOR SCHEDULE: Opening Dimensions,Type,Products: Door Room# Width x Height Type/Finish/Note Note 1 101 Ent 3'-0"x 6'-8" Exterior wood sash door,painted Finish color to be determined 2 101 Entry Closet 2'-6"x 6'-8" Interior wood flush door,painted Finish color to be determined 3 105 Bathroom 2'-6"x 6'-8" Interior wood flush door,painted Finish color to be determined 4 204 Children's Room 2'-6"x 6'-8" Interior wood flush door,stained Finish color to be determined 5 204 Closet Interior wood flush pocket door, Finish color to be determined painted 6 203 Guest Room 2'-6"x 6-8" Interior wood flush door,painted Finish color to be determined 7 203 Closet 2'-6"x 6'-8" Interior wood flush pocket door, Finish color to be determined painted 8 206 Bathroom 2'-6"x 6'-8" Interior wood flush door,painted Finish color to be determined 9 202 Main Bedroom 3'-0"x 6'-8" Interior wood flush door,stained Finish color to be determined 10 202 Closet (2)-2'-4"x6'-8" Interior wood 2-leaf flush door, Finish color to be determined painted 11 201 Hallway Closet 1'-8"x 6'-8" Interior wood flush door,painted Finish color to be determined Lock Functions,Hardware: Door Manufacturer Lockset Handle Backret Finish Note 1 Schla a Entrance JUP 2-3/8" Satin Chrome,626 Schla a Deadbolt 2-3/8" Satin Chrome,626 2 Schla a Passa a JUP 2-3/8" Satin Chrome,626 3 Schla a Bath/Bedroom/Privacy JUP 2-3/8" Satin Chrome,626 4 Schla a Bath/Bedroom/Privacy JUP 2-3/8" Satin Chrome,626 5Isschlage ES Pocket door pull Satin Chrome,26D Pocket door rail 6chla a Bath/Bedroom/PrivacyJUP 2-3/8" Satin Chrome,626 7ES Pocket door pull Satin Chrome,26D Pocket door rail 8chla a Bath/Bedroom/PrivacyJUP 2-3/8" Satin Chrome,626 9chla a Bath/Bedroom/PrivacyJUP 2-3/8" Satin Chrome,626 10chla a DummyJUP 2-3/8" Satin Chrome,626 Roller catch 11 Passage JUP 2-3/8" Satin Chrome 18 DIVISION 8-DOORS AND WINDOWS(cont.) WINDOW SCHEDULE: Window Room# Rough Opening Type Product Operation Options # Width Height Header height AFF 1 Bathroom 1 T-4 7/8" 2'-0 5/8" Awning 400 A251 Vent 6'-3"AFF 2 Dining 3'-0" I P-6 7/8" Flexiframe® 400 Rectangle n/a Tempered Glass(HP IR 11'-5/."AFF tempered) Int Exten Jamb 4 9/16 116 Basic 3 Dining 8'-0" 8'-0'/4" Sliding Patio Door 400 FWG8080 Vent/Fixed Tempered Glass(HP IR T-11 1/8"AFF tempered) 4 Dining T-1 7/8" 6'-0 3/8" (3)-Casements (3)400 CW 16 Right No Reinforcing join 8'-0"AFF 5 Kitchen 4'-5 3/8" 3'-0%" Awning 400 AXW451 Vent 6'-6"AFF 6 Kitchen 5'-0" 6'-11 1/8" Sliding Patio Door 400 FWG50611 Fixed/Vent Tempered Glass(HP IR 6'-10"AFF tempered) 7 Utility 2'-4 7/8" 2'-0 5/8" Awning 400 A251 Vent 6'-6"AFF 8 Living 2'-4 7/8" 6'-0 3/8" Casement 400 C W 16 Left 8'-0"AFF 9 Living 2'-4 7/8" 6'-0 3/8" Casement 400 C W 16 Left 8'-0"AFF 10 Living 8'-0" 6'-11 1/8" Sliding Patio Door 400 FWG80611 Fixed/Vent Tempered Glass(HP IR 6'-10"AFF tempered) 11 Children's 4'-0/V" 4'-0%:" Awning 400 AP42 Vent Room 6'-8"AFF 12 Hallway 2'4 7/8" 4'-0%z" Casement 400 C W 14 Left 6'-8"AFF 13 Main 4'-0/z" 4'-0 y,,, Awning 400 AP42 Vent Bedroom 6'-6"AFF 14 Main 2'-4 7/8" 4'-5 3/8" Casement 400 CW145 Left * I Bedroom 7'-0"AFF 15 Study 2'-4 7/8" 4'-5 3/8" Casement 400 C W 145 Left 7'-0"AFF 16 Bathroom 2 2'-4 7/8" 2'-0 5/8" Awning 400 A251 Vent T-0"AFF 17 Guest Room 3'-5 3/8" Y-51/4" Awning 400 A3535 Vent 7'-0"AFF 18 Guest Room 2'-4 7/8" 4'-5 3/8" Casement 400 C W 145 Left * 7'-0"AFF 19 Children's 2'-4 7/8" 4'-5 3/8" Casement 400 CW 145 Left * Room T-0"AFF 20 Attic 2'-4 7/8" 2'-0 5/8" Awning 400 A251 Vent 5'-0"AFF 21 Attic 3'-5 3/8" 3'-5'/." Awning 400 A3535 Vent 6'-6"AFF 22 Attic 2'-4 7/8" 2'-0 5/8" Awning 400 A251 Vent 5'-0"AFF NOTES: 1. *in the Window#column indicates the window complying with the Emergency escape and rescue requirement. 2. Interior window frame and sill shall be U.V.resistant Alkyd polyurethane finish(Section 09900,Type 132) END OF SECTION 19 DIVISION 9-FINISHES 09250 GYPSUM WALLBOARD PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation and/or patching of walls and ceilings as shown on Drawings or specified. 1.02 Quality Standards: Comply with"Recommended Spec.for the Application and Finishing of Gypsum Board," GA-216,by USG,except where more detailed or more stringent requirements are indicated or by the manufacturer's instructions and recommendations. PART 2:PRODUCTS 2.01 Gypsum Wallboard:ASTM C36, 1/2"thick typical unless otherwise noted.Provide boards with long edge tapered for joint treatment. 2.02 Water-Resistant Gypsum Wallboard,ASTM C-630,at all Bathroom ceiling,tiled wall surrounding fireplace. Provide boards with long edge tapered for joint treatment. 2.03 Galvanized steel corner bead with metal flange and casing bead of beaded-nose flange type,with flange for joint treatment. 2.04 Resilient channel on the ceiling below the attic for sound isolation PART 3:EXECUTION 3.01 Trim drywall at external corners with corner beads;provide casing beads at edges of drywall,and wherever drywall abuts flush with other wall or ceiling finish. 3.02 Provide flush joint treatment and screw-head treatment for exposed drywall work;Apply tape and compound in not less than three(3)applications,sanding smooth after the last two. 3.03 Cut openings in wallboard for electrical devices and other penetrations. All openings to be straight. Maintain close tolerances so that edges will be covered by plates and escutcheons. Cut both face and back paper. Seal sides and back of electrical boxes and phone connectors completely,closing openings and joints with taping compound. END OF SECTION 20 DIVISION 9 FINISHES(continued) 09300 TILE PARTE GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation of ceramic tile,wall and floor in the area indicated on Drawings and specified herein.Including fireplace hearth and wall, including sealers. 1.02 Quality Standards: Comply with materials and installation standards of the Tile Council of America,Inc. (TCA)and ANSI 137.1,current editions. 1.03 Submittal: Submit Color samples of grout to Architect for selection of colors. PART 2:PRODUCTS 2.01 Grout: Commercially available grout. Hand mixed grout will not be accepted. Sanded grout for floor and unsanded grout for wall.Colors to be selected by Architect. Submit color samples for selection. 2.02 Tile T es: Type Description Grout width Tile"A" 12"x12"slate tile,black 1/8"or minimal 2.03 Sealer A. Non-glazed tile surface:in accordance with manufacturer's specifications. B. Grout:apply penetrating silicone sealer C. Stone tile: Seal stone tiles before installation. Seal again after all installation was done,cleaned and dried. PART 3:EXECUTION 3.01 Floor construction: Tile to be on hearth extension mat,HX3 by Heatilator,on 3/4"plywood sheathing. Deflection not to exceed 1/360 of span,including live and dead loads.. Set top layer of exterior plywood with minimal 1/8"gaps at joints,fill with epoxy when tile is set. Deflection not to exceed 1/360 of span,including live and dead loads. Set top layer of exterior plywood with minimal 1/8"gaps at joints,fill with epoxy when tile is set. Adjust the finished floor height flush to the wood flooring,by using cement board or mortal cement.If the combustible material,such as plywood,will be used to adjust the finished floor height,use it below the HX3 hearth extension. 3.02 Wall construction: Tile dry-set on WR.GWB.(TCA method W243-93,W244-93) 3.03 Set tile in light approximating final lighting to avoid flaws. 3.04 Tile joint:Maintain uniform,required minimum width to maintain modular dimensions. Force grout into joints,avoiding air traps or voids,and tool to depth of file edged. Using diagonal strokes across joints,remove all excess grout. Check for gaps or air holes;fill same. Grout on surface of rile to be removed. 3.05 Cleanup:immediately upon completion of tile work,clean material in accordance with manufacturer's recommendations. After the grout has sufficiently hardened,all tiles shall be thoroughly cleaned with soap and water. Where soap and water fail to produce a satisfactory clean surface on unglazed tile,such tiles may be cleaned with a 10%muriatic acid and solution,and then rinsed with clean water. 3.06 Cure tile installation by keeping damp at least three(3)days during which time all traffic is to be kept off. END OF SECTION 21 DIVISION 9 FIMSHES(continued) 09500 ACOUSTICAL FLOOR UNDERLAYMENT PART L•GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for acoustical floor underlayment as per specified herein,where the wood flooring and cork tile to be installed. PART 2:PRODUCTS 2.01 1/2"thick Sound-A-Sote,manufactured by Homasote Company,P.O.Box 7240,West Trenton,NJ,08628- 0240,phone:609 883 3300,fax:609-530-1584. PART 3:EXECUTION 3.01 Install Sound-A-Sote panel over plywood floor sheathing,with APA approved decking adhesive. Provide a gap of 1/8"between all butt joints. Nail all corners using 5d adhesive coated nails;countersink at least 1/16" below surface. Apply a layer of 1/2"plywood to Sound-A-Sote using APA approved decking adhesive. Avoid coincidence of plywood buttjoints with Sound-A-Sote joints. Use 1 1/2",8d nails to secure all corners, countersink at least 1/16"below plywood surface. END OF SECTION 09550 WOOD FLOORING PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for wood flooring as per specified herein. PART 2:PRODUCTS 2.02 Bamboo flooring,tong&groove,5/8"thick,3-5/8"width,Vertical Grain(VG),with factory coating,by TimberGrass,or equal. TimberGrass: 12715 Miller Road N.E.Suite 301,Bainbridge Island,WA 98110 Phone:206.842.9477,Fax:206.842.9456,Toll-Free:800.929.6333,www.timberarass.com PART 3:EXECUTION 3.01 Layout flooring perpendicular to the floor joists. 3.02 Protect finished floor from damage by chemicals,solvents,paint,water or construction traffic. 3.03 Install strictly according to the manufacturer's instructions for radiant floor heating assembly. END OF SECTION 22 . DIVISION 9 FINISHES(continued) 09555 CORK TILE FLOORING PART L•GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for cork flooring as per specified herein. PART 2:PRODUCTS 2.01 12"x 12", 1/8"thickness,color Light Traditional,with a factory applied finish of matte polyurethane, manufactured by Expanko Cork Co.,Inc. 1139 Phoenixville Pike,West Chester,PA 19380,phone 800 345 6202. PART 3:EXECUTION 3.01 Cork tile shall be acclimated for a period of 72 hours in the area of installation in original un-opened package. 3.02 Using a 3/32"x 3/32"x 3/32"square notch trowel,apply Expanko 2255 adhesive to sub floor following specific guidelines as listed on adhesive container. 3.03 After laying tiles,rolling with a 100 lb 12"wide roller is required three(3)times. 3.04 Allow floor to set 72 hours before submitting it to normal use or other construction traffic. END OF SECTION 09688 CARPET PART 1:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for carpet as per specified herein. PART 2:PRODUCTS 2.01 Tretford carpet by Eurotex,or equal,with carpet pad.Contractor shall provide color samples for selection. Eurotex: 165 West Ontario Street Philadelphia,PA 19140 Tel 800.523.0731 Fax 215.423.0940 speceurotex@prodigy.net PART 3:EXECUTION 3.01 Install strictly according to the manufacturer's instructions. END OF SECTION 23 DIVISION 9-FINISHES(continued) 09900 PAINTING PART 1:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete finishes on all exposed surfaces as per specified herein. 1.02 Submittals: Purchase and apply test samples for approval in actual locations of all stain colors V-0"square minimum sample before purchasing required quantities. PART 2:PRODUCTS 2.01 Paint Manufacture: Benjamin Moore,or Pratt Lambert,Glidden,Fuller O'Brien with Architect's approval. Color to be selected by Architect with Moor-O-Matic 11 Universal Color System. 2.02 Paint T es: Type Products Color A. Interior Gyps Wallboard Latex Flat I"coat Regal First Coat Interior Latex Primer/Underbody(216),or Fresh Start 100%Acrylic Latex Primer(23),or Pristine Eco Spec Interior Latex Primer 231 . 2 coats Regal Wall Satin 215 Super white B. Interior Gyps Wallboard or Wood Latex Pearl 1 st coat Regal FirstCoat®(216)or BENJAMIN MOORE FRESH START®All Purpose 100%Acrylic Primer 023 2 coats Regal A uaPearl 310 Super white C. Interior Wood and Ferrous Metal I Latex Low Lustre 1 st coat IronClad Latex Low Lustre Metal&Wood Enamel 363 1 or 2 coats IronClad Latex Low Lustre Metal&Wood Enamel 363 determined D1. Interior Wood I Latex Urethane Low Lustre 3 coats Benwood Stays Clear 423 Clear Finish D2. Interior Wood,for all window frame and Alkyd Polyurethane Satin, sill I U.V.resistant 3 coats Cabot Harbormaster Pol ethane#2401 Clear Finish E1. Interior Wood M42 Waterborne Polyamide E ox Gloss Coating 1 coat Spray or roller apply M42-00/M42-84 Waterborne Polyamide Clear Finish Epoxy Gloss Coating E2. Interior Wood I Water-based protective coat,satin 2 or 3 coats Minwax Polycrylic(for floor application in Shower enclosure,add Clear Finish "Shark Grip"by Sherwin-Williams F. Interior Wood,Stained Alkyd Penetrating Stain or Water-based stain/ Latex Urethane Low Lustre or Latex Epoxy satin stain Minwax Accents,or Minwax water-based stain, Accents Rustic brush apply and rub with cloth Orange or Water-based Fruit punch 2 coats Benwood Stays Clear(423),or Minwax Polycrylic satin G. Exterior Wood Siding,Stain I Alkyd Semi-translucent stain 1 coat Stain I Cabot oil-based Semi-translucent deck stain Redwood 80 H. Exterior Wood,Preservative I Linseed castor-tung oil raisin, 1 coat Moorwood Penetrating Clear Wood Finish&Preservative(088),or penetrating Cabot Clear Solution Natural 3000 clear I. Exterior Wood,Weathered I Linseed Alkyd Bleaching Oil 1 coat Moorwood Weathered Wood Finish(083),or penetrating Cabot Bleaching Oil 3241 clear 24 DIVISION 9 FINISHES 09900 PAINTING(continued) PART 3:EXECUTION 3.01 Verify all colors,including whites,with Architect prior to execution. 3.02 Existing woodwork,including doors,door and window frames and sills,wall molding and base molding, exterior trims,fascias and rake boards,and other surfaces called out to be refinished,shall be cleaned of loose paint,imperfections and holes shall be filled or repaired,sanded and primed. 3.03 Remove hardware and accessories,device plates,lighting fixtures,factory finished work,and similar items,or provide surface-applied protection. Reinstall removed items. Any such item which is lost or damaged during this operation must be replaced with matching item at Contractor's expense. Remove protruding objects and unnecessary wiring. 3.04 Apply painting and finishing materials in accordance with the manufacturer's instructions. Use applicators and techniques best suited for the materials and surfaces to which applied. Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers as required. Sand lightly between succeeding coats. Apply each material at not less than the manufacturer's recommended spreading rate,to provide a total dry film thickness of not less than 5.0 mils for the entire coating system of primer and finish coat for 3-coat work. 3.05 Finish door tops,bottoms,and edges,same as faces,unless otherwise directed. 3.06 Touch up and cleaning:at completion of the work,spots and splattering shall be removed from all finished surfaces. Correct any painting related damages or imperfect by cleaning,repainting or replacing and refinishing. All finished works shall be thoroughly cleaned and left in a neat and perfect condition. Do not use any plumbing fixture or waste pipe for disposal of any material. 25 DIVISION 9 FINISHES(continued) Finish Schedule: Exterior Part Description Note Wall Wood Siding Clear cedar T&G siding,stained Section 09300 Type G Metal panel Ribbed aluminum re-formed panel Concealed fastening Fascia and corner trim Clear cedar,bleaching oil Section 09300 Type I Window&Door Trim 2x2 cedar,bleaching oil Section 09300 Type I Roof Asphalt shingles Gutter, Aluminum,white coated Leader Soffit Below 2FL floor:Siding Clear cedar T&G siding,bleaching oil Section 09300 Type I Below Mez.Floor: ''/z"Exterior exposure AC Plywood,bleaching oil(Section 09300 Type I) Plywood Deck Frame CCA,bleaching oil Section 09300 Type I Decking 1 '%x 6 STK cedar decking,wood preservative Section 09300 Type H Lattice Railing Clear cedar 2x2 lattice on CCA posts,2x4 cedar top rail,bleaching oil Section 09300 Type I Siding Railing Clear cedar T&G siding,2x4 or 2x6 cedar top rail,stained Section 09300 Type G Deck Treads 1 %x 6 STK cedar decking,wood preservative(Section 09300 Type H) stairs Handrail 1 1x3 cedar flat use on 2x4 or 2x6 cedar,bleaching oil Room , Floor Base Trim Wall Ceiling Note 101 Pre-finished Bamboo I x I white pine ''/2"x 1 '/2"white pine, GWB painted GWB painted Closet,same finish Entry flooring,3-5/8"wide, polyurethane Door trim:painted Sec.09900 Type A sec.09900 Type A as Entry 5/8"thick,Vertical Sec.09900 Type DI Sec.09900 Type C Closet Rod and Grain,by Window trim: shelving TimberGrass or equal polyurethane Sec.09900 Type D2 102 Same as above Same as above Same as above. Same as above. 1x6 clear cedar See Staircase(M02) Dining Partially 1x6 clear siding,V- for staircase guard cedar siding, grooved,stained rail,column and V-grooved,stained Sec.09900 Type F post Sec.09900 Type F 103 GWB painted sec. Same as above Kitchen 09900 Type A 104 Same as above Same as above Same as above GWB painted utility Sec.09900 Type A 105 1x1 cypress '/2"x 1 '/2"cypress, Ix6 clear cypress Same as above Shower floor: Bathroom epoxy coating or epoxy coating or siding,V-grooved, removable cypress 1 Polycrylic Polycrylic epoxy coating or decking,epoxy Sec.09900 Type Et Sec.09900 Type E1 or Polycrylic coating,or or E2 E2 Sec.09900 Type Et or Polycrylic E2 Sec.09900 Type E1 or E2, on lead-coated copper pan M01 Same as above 1x1 white pine %2"x 1 %2"white pine, GWB painted sec. Fireplace hearth& Living polyurethane Door trim:painted 09900 Type A wall:slate tile Sec.09900 Type D1 Sec.09900 Type C Window trim: polyurethane Sec.09900 Type D2 On cedar siding wall, Partially I x6 clear Guard rail coping: %2"x 1 %2"white pine, cedar siding,V- white pine stained grooved,stained polyurethane Sec.09900 Type F Sec.09900 Type F Sec.09900 Type DI 26 DIVISION 9-FINISHES Finish Schedule(continued): Room Floor Base Trim Wall Ceiling Note M02 Treads:solid maple, stringer:maple, n/a GWB painted sec. GWB painted Hand rail:1 ''/C"dia. Staircase Risers:maple polyurethane 09900 Type A Sec.09900 Type A oak grab bar, plywood, sec.09900 Type D1 polyurethane polyurethane Sec.09900 Type DI Sec.09900 Type D1 with brackets Guard rail trim:clear Guard rail,post and Niche sill:birch cedar polyurethane column:clear cedar, plywd, Sec.09900 Type DI polyurethane sec. polyurethane 09900 Type D1 Sec.09900 Type DI Niche wall& ceiling:GWB painted sec.09900 Type A 201 Cork Tile lxl white pine %2"x 1 %2"white pine, GWB painted sec. Closet,same finish Hallway polyurethane Door trim:painted 09900 Type A as Hallway Sec.09900 Type D1 Sec.09900 Type C Column:LVL Closet shelving Window trim: painted polyurethane Sec.09900 Type C Sec.09900 Type D2 On cedar siding wall, Partially 1x6 clear Guard rail coping: /2"x 1 %2"white pine, cedar siding,V- white pine stained grooved,stained polyurethane Sec.09900 Type F Sec.09900 Type F Sec.09900 Type D1 202 Same as above %2"x 1 '/2"white pine, GWB painted Sec. Closet,same finish Main Door trim:painted 09900 Type A as Main Bedroom Bedroom Sec.09900 Type C Closet Rod and Window trim: shelving polyurethane Sec.09900 Type D2 203 Same as above Same as above Closet,same finish Guest as Guest Room Room Closet Rod and shelving 204 Closet,same finish Children's J, J, J, J, as Guest Room Room Closet Rod and shelving 205 1x1 white pine Same as above GWB painted sec. Study polyurethane 09900 Type A Sec.09900 Type D 206 Same as above 1x1 cypress %2"x 1 '/2"cypress, 1x6 clear cypress Same as above Bathroom epoxy coating or epoxy coating or siding,V-grooved, 2 Polycrylic Polycrylic epoxy coating Sec.09900 Type E1 Sec.09900 Type E1 or Sec.09900 Type E1 or or E2 E2 E2 Attic Carpet with pad lxl white pine V'x 1 '/2"white pine, GWB painted sec. Wood Ladder:solid polyurethane Door trim:painted 09900 Type A maple, Sec.09900 Type D1 Sec.09900 Type C polyurethane Window trim: Sec.09900 Type Dt polyurethane Metal Ladder: Sec.09900 Type D2 Steel tube and plate painted, Sec.09900 Type C END OF SECTION 27. DIVISION 10 SPECIALTIES 10300 FIREPLACES&STOVES PART 1:GENERAL 1.01 Scope of Work: Including supply and installation of the items listed below: 1. Factory made fireplace. 2. Insulated metal chimney PART 2:PRODUCTS 2.01 Factory made fireplace:Wood burning fireplace,Heatilator A36R,by Hearth and Home Technology,Inc., Mt.Pleasant,Iowa,52641,with NO glass door,with HX 3 hearth extension. 2.02 Insulated metal chimney: 10'/z"outside dia.Insulated metal chimney with all accessories,including,chimney cap with screen:TR344 round termination cap,chimney stabilizer,roof flashing,fire-stop spacer,offset return,Heatilator by Hearth and Home Technology,Inc. END OF SECTION 10670 STORAGE SHELVING&ACCESSORIES PART L GENERAL 1.01 Scope of Work: Including supply and installation of the items listed below: - Closet shelving - Closet rod PART 2:PRODUCTS 2.01 Closet Shelf&Rod Support: Stanley V7046 or approved equal. 2.02 Closet shelving:3/4"Birch surface,veneer core plywood,polyurethane.Section 09900,Type C. Exposed edge to be cased with matching solid wood tape. 2.03 Closet Rod: 1-3/8"dia.,oak CLOSET SCHEDULE # Room Type Material:Finish Hardware CL 1 101 Closet Shelf:3/4"Birch Plywood,polyurethane, Closet Rod,Closet Shelf&Rod Support. Entry Sec.09900 Type C CL 2 201 Closet Shelf:3/4"Birch Plywood,polyurethane, Closet Rod,Closet Shelf&Rod Support. Hallway Sec.09900 Type C CL 3 202 Closet Shelf:3/4"Birch Plywood,polyurethane, Closet Rod,Closet Shelf&Rod Support. Main Bedroom Sec.09900 Type C CL 4 203 Closet Shelf:3/4"Birch Plywood,polyurethane, Closet Rod,Closet Shelf&Rod Support. Guest room Sec.09900 Type C CL 5 204 Closet Shelf:3/4"Birch Plywood,polyurethane, Closet Rod,Closet Shelf&Rod Support. Children's room Sec.09900 Type C END OF SECTION 28 DIVISION 10 SPECIALTIES(continued) 10800 BATHROOM ACCESSORIES PART L GENERAL 1.01 Scope of Work: Including supply and installation of the items listed below: PART 2:PRODUCTS Bathroom Accessory Schedule: Room I Item Product Finish/color size Qtty 105 Wall recessed PLM 2430 Wall opening: 1 Medicine Cabinet 22 1/2"X 29 1/4" and mirror Glass Shelf w/one Motiv.Sine 0240/20 Satin Nickel 20" 1 towel bar 24"Double Towel Motiv.Sine 0222-24 Satin Nickel 24" 1 Bar Wall hook Motiv.Sine 0210H Satin Nickel 1 Toilet Tissue Motiv.Sine 0206 Satin Nickel 1 Holder Toiletry Comer Motiv.Hotelier 6" Satin Nickel 6" 1 Basket deep comer basket 553D 206 Wall recessed PLM 2430 Wall opening: 1 Medicine Cabinet 22 1/2"X 29 1/4" and mirror Glass Shelf w/one Motiv.Sine 0240/20 Satin Nickel 20" 1 towel bar 18"Towel Bar Motiv.Sine 0202 Satin Nickel 18" 1 Wall hook Motiv.Sine 0210H Satin Nickel 1 Toilet Tissue Motiv.Sine 0206 Satin Nickel 1 Holder Toiletry Comer Motiv.Hotelier 6" Satin Nickel 6" 1 Basket deep comer basket 553D Shower curtain rod Motiv.sine shower rod Satin Nickel 1 &bracket, 1139R/6, 0239B Motiv: GUSA,Inc. tel. 888 469 6511,fax 803 547 6356 www.motiv.us PLM: Robern,Inc.Kohler group 701 N.Wilson Ave.,Bristol,Pennsylvania 19007 Tel. 800 877 2376,fax 215 826 9633 END OF SECTION 29 DIVISION 11 EQUIPMENT 11450 RESIDENTIAL EQUIPMENT PART L GENERAL 1.01 Scope of work: Provide all the equipment listed in Part 2.Install all Owner supplied equipments. 1.02 Contractor shall provide all necessary equipment and fixtures for the ready-to-use installation,including but not limited to wiring,piping,ducting,connections,and fittings for all the Owner supplied and new equipment. PART 2:PRODUCTS Appliance Schedule: Room Appliance Product Color Note Kitchen Stove Owner supplied Dish Washer Owner supplied Range hood Owner supplied Refrigerator Owner supplied PART 3:EXECUTION 3.01 Work shall be done in strict accordance with the applicable requirements of jurisdictional building rules and regulations and manufacturer's instructions. END OF SECTION 11455 KITCHEN&BATH CABINETS PART L GENERAL 1.01 Scope of work: Install Owner supplied kitchen Cabinetry. PART 2:PRODUCTS 2.01 Kitchen cabinets:determined. 2.02 Kitchen countertop:determined 2.03 Wall cabinets in Utility:determined END OF SECTION 30 DIVISION 15 MECHANICAL 15050 MECHANICAL PART L GENERAL 1.01 Drawings: A. Drawings are diagrammatic and indicate the general arrangement of systems and work required. Do not scale the Drawings. Consult the Architectural drawings and details,and the drawings of other trades,for exact location of equipment. B. Drawings shall be used in layout of work. Check reference drawings to verify spaces in which the work will be installed.Maintain maximum headroom and space conditions. Where headroom or space conditions appear inadequate,Architect shall be notified before proceeding with installation. C. If directed by the Architect,make minor modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. D. Coordinate the work with the requirements of architectural and structural drawings for dimensions,locations and clearances.Locations of items exposed to view shall be taken from the architectural drawings or located as directed. 1.02 Coordination with Other Trades A. Closely schedule the work so that work will be installed at the proper time without delaying the completion of the entire project. B. Where the work will be installed in close proximity to the work of other trades,or where there is evidence that the work will interfere with the work of other trades,arrange space conditions to make a satisfactory adjustment.If work is installed before coordinating with other trades,make necessary changes to the work to correct the condition without additional cost to the owner. C. The mechanical contractor shall prepare and submit for approval terminal point to terminal point, completely coordinated and integrated wiring diagrams for all wiring requiring field installations by the electrical contractor. 1.03 Codes,Permits and Inspections A. All work shall meet or exceed latest requirement of national,state,county,municipal and other authorities exercising jurisdiction of the work of this project. B. Any portion of the work which is not subject to approval of an authority having jurisdiction shall be provided in accordance with national fire protection association requirements. C. Comply with applicable utility company rules and regulations. D. Comply with occupational safety and health act(OSHA)requirements. E. Secure permits and inspection certificates and transmit same to the owner at the completion of the work. 1.04 Verifying Existing Conditions A. The contractor shall visit the premises to determine existing conditions and compare same with drawings and specifications and satisfy himself of all conditions prior to the submission of a bid proposal. No allowances will be made for the failure to comply with these requirements and a bid proposal shall be construed as evidence he has done so. 31. DIVISION 15 MECHANICAL(continued) 15050 MECHANICAL(continued) 1.05 Identification of Equipment and Control A. All equipment shall be stenciled or labeled with lamacoid plates screwed thereon which shall indicate systems service. B. All piping systems shall be identified as to their contents and direction of flow with PVC piping bands on a maximum of 30 feet on straight runs and valve locations. C. All valves shall be tagged with 2"brass plated tags and chains and valves chart schedule framed and wall mounted where directed. D. Motor starters shall be provided with lamacoid plates which indicate system served. 1.06 Provide operation and maintenance manuals for all equipment.Perform a lesson/labeling session with Owner for operation of the installed equipment,systems and controls. END OF SECTION 15250 MECHANICAL INSULATION PART I:GENERAL 1.01 Scope of work:including all labor,materials and services necessary for the installation of thermal insulating material around exposed piping. END OF SECTION 15400 PLUMBING PART 1:GENERAL 1.01 Scope of work:Including all labor,materials,equipment and services for complete installation,testing and proper operation of the existing and new systems and work specified,shown or as reasonably implied; including but not limited to the following: A. Relocation and/or removal of existing fixtures,allocation and reconnection of existing vents,capping of unused lines and connections of new and reused equipment to water,waste lines,and vents. B. Contractor to supply all plumbing related items required to connect owner supplied fittings and fixtures. Use bolt-down clamping ring type floor drain with PVC waterproofing membrane. 32 DIVISION 15 MECHANICAL(continued) 15400 PLUMBING(continued) PART 2:PRODUCTS PLUMBING FIXTURE TYPES AND SCHEDULE: Room Type: Product: Finish: Note 103 Kitchen Sink Determined by Owner Faucet Determined by Owner 105 Bathroom 1 Toilet with seat E1jer Savo 091-0220 white Pedestal Sink Duravit Duraplus#1313001 white Sink faucet Grohe Classic swivel spout centerset, Arabesk handles,#21.299 Shower heads Grohe 8"Rainshower chrome w/12"wall-mount shower arm Trim set Grohe Eurowing pressure balance chrome trim set#33.224 206 Bathroom 2 Toilet with seat E1jer Savo 091-0220 white Pedestal Sink Duravit Happy D#D14020 white Sink faucet Grohe Classic swivel spout centerset, chrome Arabesk handles,#21.299 Bath tub American Standard Princeton Recess white bath w/ledge#2394.202 Tub spout/ Handshower set Tub filler w/hose Grohe Relexa#13 435 000 chrome connection Hand shower Grohe Relexa Plus Champagne chrome Spray hand shower#28 175 000 Shower Bar Grohe Relexa Plus 40"shower bar chrome #28 621 000 Soap dish Grohe Relexa Plus#28 621 000 chrome Hose Grohe Relexaflex Non-metalic hose #28 151 000 Trim set Grohe Eurowing pressure balance chrome trim set#19 706 000 Rough-in valve Grohe Enhanced Flow Grosafe pressure balance rough-in valve #35 253 000 Exterior Exterior shower Kohler K-852-H orequal Non-freezing Contractor to Horse-bib provide a proposal PART 3:EXECUTION 3.01 Unless otherwise noted,Contractor shall provide all equipment and fixtures with necessary connections, fittings,trimmings,valves,supports,vents,access panels,protection and covering required,specified,or indicated on the Drawings.Plumbing and drainage work shall be done in strict accordance with the applicable requirements and approval of jurisdictional authorities,as well as all applicable building rules and regulations. 3.02 The size of the piping and vents shall be as determined by the local codes and regulations for plumbing and drainage,and all fixed rules of installation,as set forth in the rules and regulations. 3.03 Provide clearly indicated labels for all valves and pipes. END OF SECTION 33 DIVISION 15 MECHANICAL(continued) 15500 HEATING PART 1:GENERAL 1.01 Scope of work:Including all labor,equipment,materials and services necessary for the complete installation, testing,balancing and proper operation of the systems,and work specified,shown or as reasonably inferred, including but not limited to the following: A. Prior to the Bid,Contractor to evaluate the new LPG gas fired hot water radiant heating system,including but not limited to the evaluation of space capacity of the boiler/machine,piping space,and maintenance space. If the evaluation shows that proposed boiler/machine space is not enough for the overall equipment,piping,and maintenance services,notify the Architect before the bid submission. B. The radiant heating system shall consist of three zones: Zone 1:First Floor,Mezzanine,and Second floor except the rooms listed below Zone 2:Guest room Zone 3:Attic C. Prior to any purchase or execution,submit a proposal for the new radiant floor heating system. Such submission shall include: 1. System diagram showing components,such as LPG gas under-ground tank size and location,LPG gas fired furnace and/or hot water heater,electrical pump unit,and zoning. 2. Specifications for each new system component,including performance data,dimensions and appearance. 3. Piping diagrams,and layouts. 4. Electric wiring diagrams,automatic control diagrams,and sequence of operation. D. Furnish and install a complete Heating system,including equipment,pipes,and automatic temperature controls. PART 2: PRODUCTS 2.01 Radiant Heating system:Climate Panel System as manufactured by Stadler-Viega,or equal. Stadler-Viega: 3 Alfred Circle,Bedford,MA 01730 phone:781 275 3122,800 370 3122;fax:781 275 5398 www.stadlerviega.com 2.02 Electrical Automatic Temperature Control:as manufactured by Stadler-Viega or HONEYWELL, JOHNSON or ITT-PENN CONTROLS. END OF SECTION 34 DIVISION 16 ELECTRICAL 16050 ELECTRICAL PART 1:GENERAL 1.01 Scope of work:Including all new connections,distributions,wiring and switch legs as required for outlet and lighting on Drawings;including general convenience receptacles as indicated on Drawings;including separate circuits and wiring for all items of mechanical equipment;including all lighting fixtures,fans,appliances, cable TV and telephone wiring;including smoke and carbon monoxide detector/alarm system. 1.02 Permits and Certificates A. Prior to proceeding with any installation,prepare and submit to the proper authorities,for their approval,all required documentation.Provide all necessary notices,obtain all permits and pay all local,state and federal taxes,fees and other costs in connection with the work. B. The contractor shall be responsible for performing all controlled inspections required by applicable Administrative building Code. 1.03 Coordination with other trades: A. Closely schedule the work so that work will be installed at the proper time without delaying the completion of the entire project. B. Where the work will be installed in close proximity to the work of other trades,or where there is evidence that the work will interfere with the work of other trades,arrange space conditions to make a satisfactory adjustment.If work is installed before coordinating with other trades,make necessary changes to the work to correct the condition without additional cost to the owner. C. The electrical contractor shall install all wiring for the mechanical systems requiring field wiring, according to the wiring diagrams provided by the mechanical contractor. 1.04 Install smoke and carbon monoxide detector/alarms,complying with all applicable codes. PART 2:PRODUCTS A. Local wall switches: 1. Install flush type tumbler switches at each switch outlet,grouped in common faceplate,where two or more are shown together. 2. Install switches so operating lever is down when switch is in"off'position. 3. Leviton Decora style wall switch,#5601-W,white color,or equal. 4. Dimmers:Leviton 80800 series Decora style slide dimmer,white color,with stainless steel cover plate. 5. Low voltage Dimmers: Leviton 6611-PW,single pole preset,low voltage,slide dimmers,white color, with white plastic cover plate. B. Duplex Convenience Receptacles: 1. Leviton Decora style#5325-W,white color or equal. 2. Leviton Decora series Ground Fault Circuit Interrupter(GFCI)receptacles,#6598-W,white color,or equal. C. Cover Plates: 1. Provide for each outlet installed Leviton standard style,stainless steel. 2. Where two or more switches or devices are indicated at one location,mount under common plate. 35 DIVISION 16 ELECTRICAL(continued) 16050 ELECTRICAL(continued) PART 3:EXECUTION 3.01 General: A. Provide electrical hook-up wiring power requirements for receptacles,lighting,appliances,and mechanical equipment shown on the respective Drawings.All wiring shall be fully concealed except as noted. B. All service entrance and metering will be in accordance with the National Electrical Code,local codes and utility company requirements. C. Obtain Board of Fire Underwriter/Licensed Electrician Certificates for wiring. D. All outlets within 6 feet of wet areas shall be Ground Fault Circuit Interrupter(GFCI.),unless otherwise noted. E. Install all appliances on separate circuit. F. Before the rough wiring,verify at the site all outlet and control locations with Architect and Owner. G. Provide new outlets and wiring as indicated on Drawings. H. All lighting fixtures to be circuited to wall switches. 3.02 Typical location of switches and outlets: A. Switches: - Locate at 42"AFF,unless otherwise noted. - Locate all switches so that the long dimension of the faceplate is perpendicular to the floor unless otherwise noted; - Locate all switches so that the centerline of the faceplate is 5"from the finished edge of adjacent door openings or edge of wall unless noted otherwise. - Where multiple switches are ganged behind a single faceplate,locate the centerline of the switch closet 5" from the finished edge of adjacent door openings or edge of wall unless noted otherwise. B. Receptacles: - Locate at 12"AFF,unless otherwise noted. - Locate all receptacles so that the long dimension of the faceplate is parallel to the floor unless otherwise noted. END OF SECTION 36 DIVISION 16 ELECTRICAL(continued) 16500 LIGHTING PART 1:GENERAL 1.01 Scope of work:Including all new lighting fixture,lamps,switches,and control wired ready to use. PART 2:PRODUCTS 2.02 Liaht Fixture Types: Type A: Low voltage surface mount fixture,with internal transformer,ceiling mounted,WAC LP-808 WT,white,with 50W MR16 Dimmer to be low-voltage magnetic dimmer Type B: Low voltage surface mount fixture,with internal transformer,wall mounted,WAC LP-808 WT,white,with 50W MR16 Dimmer to be low-voltage magnetic dimmer Type C: Wet location wall mount fixture:Lightolier Opalex#6776,with A19 75W,installed horizontally Type D: IC rated Ceiling recessed mount shower light,Progress P8109-16,with 40A19 or 50w PAR30,with P85AT housing Type E: Exterior wall mount fixture:Progress P5202 with PAR38 100W Bathroom through wall fan with weather cover:Nutone#8870 Ceiling paddle fan:Nutone#PFC48 WT,white,with 3'extension WAC: contact Suffolk Lighting, Suffolk,NY,tel.631 283 4800 LIGHTING FIXTURE SCHEDULE: Room Type QuantitvNote Entry Deck E 1 Kitchen Side Porch E 1 Lower Deck E 1 Upper Deck E 1 101 Entry A 2 102 Dining A 4 103 Kitchen A 3 104 Utility A 2 105 Bathroom C 1 D 1 Fan 1 MOI Living A 4 Ceiling Fan 1 M02 Stair B 1 201 Hallway B 3 Ceiling Fan 1 202 Main Bedroom B 3 203 Guest Room B 2 204 Children's B 2 Room + 205 Bathroom C 1 D 1 Fan 1 206 Study B 2 Attic A 3 END OF SECTION 3.7 ALTERNATIVE#1 08200 WOOD DOORS 2.01 Alternative: Exterior wood door:Full light sash door,with insulated tempered glass,with chrome hinges,Fir,#E-5001 or 5019 by Morgan or equal;Provide glazing protection panel as per Drawings and Schedule. 08550 WOOD WINDOWS 2.02 Glazing Alternative: Low E,insulated glass(Andersen IR).Use tempered insulated glass(Andersen IR tempered)as per Specifications and Drawings. DOOR SCHEDULE Alternative: Opening Dimensions,Type,Products: Door Room# Width x Height Type/Finish/Note Note 1 101 Entry T-0"x 6-8" Exterior wood full light sash door, Finish color to be determined ainted Manufacturer Lockset Handle Backset Finish Note Schla a Entrance I JUP 2-3/8" 1 Satin Chrome,626 EXTERIOR GLAZING PROTECTION PANEL SCHEDULE(Alternative#1): As alternative to use hurricane rated windows and doors,use standard windows and doors provided with''/z" plywood sheathing with screws as per drawings and scheduled herein: Window Room# O.A.Panel Size Composition Note # Width Height 1 Bathroom 1 323/8 x 27 1/8 1 2 Dining 391/2 x 1413/8 Vertically 2- 39%2"wide panels 3 Dining 991/2 x 965/8 Horizontally 2- Deck installation 96/2"tall panels 4 Dining 893/8 x 747/8 1 5 Kitchen 567/8 x 39 1 6 Kitchen 63 1/2 x 85 1/4 Horizontally 2- Deck installation 85'/4"tall panels 7 utility 323/8 x 27 1/8 1 8 Living 323/8 x 747/8 1 9 Living 323/8 x 747/8 1 10 Living 991/2 x 83 1/2 Horizontally 2- 831/2"tall panels 11 Children's Room 52 x 51 Horizontally 2- 51"tall panels 12 Hallway 323/8 x 51 1 13 Main Bedroom 52 x 51 Horizontally 2- 51"tall panels 14 Main Bedroom 323/8 x 557/8 1 15 Stud 323/8 x 557/8 1 16 Bathroom 2 323/8 x 27 1/8 1 17 Guest Room 447/8 x 433/4 1 18 Guest Room 323/8 x 557/8 1 19 Children's Room 323/8 x 557/8 1 20 Attic 323/8 x 27 1/8 1 21 Attic 447/8 x 433/4 1 22 Attic 323/8 x 27 1/8 1 Door 1 101 Entry 391/2 x 833/4 1 END OF SECTION 38