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HomeMy WebLinkAbout28232-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29097 Date: 11/25/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1100 SKUNK LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 3 Lot 11.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 1, 2002 pursuant to which Building Permit No. 28232-Z dated APRIL 1, 2002 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GERARD E SIANI & LORRY J SCHULT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0148 11/09/02 ELECTRICAL CERTIFICATE NO. 1075447 11/12/02 PLUMBERS CERTIFICATION DATED 11/21/02 PAUL SCHUMANN //'Au0orizeL Signature Rev. 1/81 a �������I��� 2111n��� ��LPLrLnMPLrnrrrrnfnro 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 ECj BUREAU OF ELECTRICITY ECj 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 LET ELECTRIC CO. GERARD SIANI 5 5 56 DUNN COURT 1100 SKUNK E SAYVIL E, NY 11782-2002, CUTCHOGUE NY11935 5 5 5 Located at 1100 SKUNK LANE CUTCHOGUE, NY 11935 5 5 Application Number: 1075447 Certificate Number: 1075447 5 5 5 ..eCCC7775 Section: Block: Lot: Building Permit-28232 Z BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Outside,Attic, 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 12th Day of November,2002. 5 5 Name OTY Rate Rating Circuit Twe 5,5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 Cj Sensor 8 0 Smoke 5 SAppliances and Accessories 5 5 Hydro Massage Tub,Residential 4 0 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Furnace 1 0 Gas Dish Washer 1 0 1.2 KWNJ Air Conditioner 1 0 24,000 BTU 5 SO Air Conditioner 1 0 32,000 BTU 11 5 Air Conditioner 1 0 48,000 BTU IN 5 Wiring and Devices 5 5 Receptacle 85 0 General Purpose 5 5 Switch 65 0 General Purpose 5 Fixture 45 0 Incandescent 5 Receptacle 2 0 20 amp Laundry rj Paddle Fan 9 0 seal 5 5 GFCI Circuit Breaker 4 0 20 amp Continued on Next Page 1 of 2 NJ7NJ 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. O rJ��PrJ�rJ�rJ��PcPrJ�rJ�rJ�r�rPr��PrJrJ�r1rJ�rJ�cJ�cPrJ�cPr�rPrJ�rJr�rJr�rJr1rJ�cPrJ�rJrJ�rJ��PrJ�rJrJrlrJrJcP�P�Pr�rJ�rJrJ0'0i P 91 n�� n � n© �n � ��n�� �nnsr �n� n �rrn� r �r���rn�nr �L� �rsr�rrr1R o� rrP�. r �0 NO 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 rrrS BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038± 5 CERTIFIES THAT7� 5 Upon the application of upon premises owned by 5 5 ET ELECTRIC CO. GERARD SIANI CSU 56 DUNN COURT 100 SKUNK LANE S C5, 5 SAYVILLE, NY 11782-2002, CUTCHOGUE, NY 11935 fe�U Located at 1100 SKUNK LANE CUTCHOGUE, NY 11935 Application Number: 1075447 Certificate Number: 1075447 c7 Section: Block: Lot: Building permit:28232 Z BDC: NS11 CSU SDescribed as a Residential occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: 5CU 5 Basement,First Floor, Second Floor, Outside,Attic, 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 CU found to be in compliance therewith on the 12th Day of November,2002. 5 5 Name QTY Rate Eating Circuit Type ,rC] 5 Are Fault Circuit Interrupter 5 0 15 amp 5 Receptacle 7 0 GFCI 5 Service 5 5 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 2 150 cb ,CJS Meters: 1 5 I 5 5 5 5 5 5 5 seal 5 5 2 2 of 5 5 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 O rJ�rJ��PrJ�rJ�r�rJ�rPrJ��Pr�r�cP�PcPr�rJ�r�i�f�Prlr�rJ��PrJ�rlr�rJrJ'IPrJ�r�rlcPrJ�r�rJ�r�r1c(rJ�rJ�PrPrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ� 1.71 1 cPrJ"rJ� O O��gUFFO(,�coG o� y� N = Town Hall,53095 Main Road Q - Fax(631)765-9502 P.O. Box 1179 �'�� �Ot` Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: OV-1°tyl g EK Z( ZUv Z Building Permit No. Z Z 3 Z 2— Owner: ra rv( a4+J LOY r y �! a vl ) 1 (please print) Plumber: plc/ v 1 5 C ✓'''� S ti (please print) I certify that the solder used in the water supply system cont ' less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of NC)V�—M 0019— Notary 019—Notary Public, SJ K County ANNIE E.ESGRO Notary Noblic01 ES5078083W York Qualified In Suffolk County Commisslon NOW May 19,2003 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/08/00 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Siani, Gerard & Lorry 97-3-11.5 1100 Skunk La. Cutchogue, N.y. 11935 Clerk ID: LINDAC Internal ID:17668 BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: _/_/02 DATE REVIEWED: '! / i /02 APPLICANT: 6iew► DAT ?SUBMITTED: -A( /02 SCTM# DISTRICT: 1,000, SECTION: 4- BLOCK: 3 , LOT: 11•S STREET ADDRESS: app Sea,Nr-- 1,A. CITY: r�tc}loc�uF_ SUBDIVISION: PROJECT DESCRIPTION: NA, ESTIMATED PROJECT COST: ARCHITEC /ENGINEER: errs FAST TRACK? Au o SINGLE & SEPARATE CERTIFICATION-REQUIRED? WO NOTES: oOfu M04. LOTS 40,000SF-100-24.Lot recognitiom(CREATED before.Itine 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83; ZONING DISTRICT: j?-80 CONFORMING? )S--& REQ. LOT SIZEAOO,000 ACT. LOT SIZREQ. LOT COV.o?o7 ACT. LOT COV. ✓ REQ. FRONT E PROP. FRONT_J- REQ SIDE o ACT. SIDE au REQ. REAR 7: PROP. REAR % 1,9-r' WATER FRONT? A.)D DESCRIPTION: PANEL #: _/L/. FLOOD ZONE: , APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: rIsk)r NO, (BED #): ;F-DTE PERMIT#:R10- �r TOWN SEPTIC RECEIPT�r N NEW YORK STATE DEC: PM-DEC 9w75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o / NYS ENERGY. ES NO : ��0 u / o / EGRESS (18 H nun.. 4 sq total) VENT (SQ FT. x 4/a) ✓ LIGHT(SQ. FT. x 8/a) BUILDING PERMITS OPE $ -Z/ C/0 Z- Ale-,7- Byi4T HAVE PRE CO'S : Y OR N BP -Z/C/o Z-- NOTES: FEE STRUCTURE: FOUNDATION: ZdSF FIRST FLOOR: -3,-2i SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL f TOTAL: / I' -- SF FEE FEE FEE SF)- �OSF)= f-7 SF X $ . 30=$ f W149 +$ /5-4) +$ _ $ I `l0q. O . (_SF)- ( SF)= SF X $ =$ +$ +$ _$ ,7 3� M-1802 BUILDING DEPT. NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACrE & CHIMNEY REMARKS: Lv�� mcrdlt G�at1-G�a-� 40 t DAT d Z- INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] WUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r DATE e;L-Wov' INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ XFO DATION 1ST [ ROUGH PLBG. DATION 2ND [ ] INSULATION ING [ ] FINAL IR "LE A CHIMNEY REMARKS: oZ C ` '©� r e DATE OY 1 N S ECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY REMARKS: � e DATE Y INSPECTOR �� J 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROWM PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: - '� 177 DATE Q Y INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ XFINAL PLBG. [ ] FOUNDATION 2ND [ TION [ ] FRAMING [ [ ] FIREP CE & CHIMNEY REMARKS: 3 - I z z DATE o INSPECTOR M-11102 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ j FIREPLACE & CHIMNEY REMARKS: c DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ol It FOUNDATION(IST) Apt ------------------------------------ - G✓1a-n, — a FOUNDATION(2ND) 71 Y z Mott 0 ROUGH FRAMING& y PLUMBING x INSULATION PER N.Y. STATE ENERGY CODE S C FINAL ADDITIONAL COMME s Z m X G DC ro a v� oz x o y C x J i tyy O ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATHON CHECKLIST BUILDING DEPARTMENT Do you have or need the followir}g,before applyin<,7 TOWN HALL Board of Health r/ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board app oval ( ) FAX: 631 765-9502 y ✓ PERMIT NO. 6r)—o Check Septic Form N.Y.S.D.E.C. Trustees Examined 120 Z Contact: Approved / 1202, Mail to: Disapproved a/c Phone:(s 31-Q t/3 y gbl Expiration 20 Fp1Building Inspector 9____ APPLICATION FOR BUILDING PERMIT r' rT. D Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or I'reas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or time,if a corporation) MY O C-E1-W A U �A V SI*AC AJ y (Mailing address of applicant) 11 -706 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (Z fj L [+�2 y/ T S 6ti WL I- S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: //c90 5,<uti't; t;4 cLf Hv /XJ y House Number Street Hamlet County Tax Map No. 1000 Section 7. 00 Block 3 Lot J1 Subdivision Filed Map No. Lot (Name) - � V 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V -C Ati%T b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units y 132 Number of dwelling units on each floor-� Z If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear______7 ' Depth Height 3 Number of Stories Z 9. Size of lot: Front 1 e L•5 3 —Rear—/ 9 7 Depth yq j. 7r 10. Date of Purchase Name of Fortner Owner IfUls SELL 11. Zone or use district in which premises are situated f1F5 . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—X- 13. Will lot be re-graded? YES NO x�_Will excess fill be removed from premises? YES NOK 14. Names of Owner of premises S`f ft 1 Address 1 f 14 O(.EM AV Phone No. 31 43 -R 7,? Name of Architect ki�N.A;[TH ( , Ou-15 Address IL� S%ACrcukPF 2b Phone No � - � 5� 4 Z? 2 Name of Contractor W N;{ Address '?l ELLc^q Vh C Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOX * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SIA-A)1 being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0WNL/ - (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of j 20 O z - Notary Public Signature of Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12,';�3 i SURVE,1 OF PROPERTY �� I S TUATED AT CUTCHOGUE TOWN OF SOUTHOLD 4&t4ND/O4A& jR. SUFFOLK COUNTY, NEW YORK HT Mq ry 1o`os•ro / R' C"'A�R� S.C. TAX No. 1000-97-03-11 .5 E_ SCALE 1" = 40' MAY 31 , 2000 s� 18187'.58' o AREA = 87,222.07 sq. ft. M \ 2.002 ac. M m is \ a CERTIFIED TO: 1 9 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK I JERRY SIANI �~ Z LORRY SCHULT-SIANI M I / 03 PVT �111 �► r rn I / Key map 119513 M \�{ o- ee I approximate O location of x ;F:7( :J propertyL u+9r _ cu*cx�ocr 1 95 •�k. HOG N E A Yii ti Pao r Yq""j Z ; + 1" ' 31` J n � ai PIl'-rPoSGp 3T .� L PRO PO5ED L,P. b y O a � I i T P o O OD Al tir w O UT1url POLE 186.53' UTtLIT PLE —►• S 04'23'00" EUT%L_iT4 POLE (�. �. +.. . . w"^•s� • I --- ----, -- SKUNK LANE (OR BAY AVENUE) niU wnTLp. r+n�N SITE DATA: I S C.T.M. 1000-97-03-11.5 _--- SITEAREA: 2.002 acres TOTAL BUILDING AREA: F."amg:0 Pro .sed:4800 s' . 0. SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS: AERED ARCNyT SUFFOLKCDUNTYDEPARTMENTOFHEALTH SERVICES fig. SIE FOS. y'�� y FEUM FOR APPROVAL OFCON9 MUCTION FOR A STRUCTURE USE _ AREA SANITARY(GPD) @ ,k ;WOLF FAMH,Y RESDIENCE ONLY RESIDENTIAL n BEDROOM SF RESIDENCE 4800 SF 1750 GPD it J >< DATE `7-1-7-00 HS REF.NO. —00 � SEWAGE DISPOSAL SYSTEM DESIGN �yq AFFROVED \ CONVENTIONAL SUBSURFACE SEWAGE DISPOSAL SYSTEM NOTE CHANGES) POR MAXIMUM OFBED S CONSISTING OF: by Belt. Id Health Services TH S1Pt6 REQUIRE. I750GPD ___, _ _ E)[pMWTHREE YEARS FROM DATEOPAPPROVAL PROVIDE: (1)SEPTIC TANKIe''DIA X 6' EFF DEPTH= I94GPD , I© P� X 3,3 PLEASE NOTE REQUIRES.F.475 S. OF LEACHING POOL PROVIDE.,y ACHING POOLS X 7'EFF DE IA 8'q x 16 'e d Minimum distance between well and cesspool is to be 150 feet. Test Hole Dam' Test Hole,Lot#6 _ October, 1999- II - a completed March 29,2000 SCBH reference #R 10990118 SEPTIC TANK Well Certificate Issued March 30,2000 HEWIIt Deponmeat Appmvol Stamp SIANI RESIDENCE LEACHING; POOL SCALE. r = 40' 1100SkunkLane Cutchogue, NY11735 SELUER SYSTEM !i I I I SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-03- 11 .5 SCALE 1 "=40' DECEMBER 22, 1998 // MARCH 27, 2002 ADDED PROPOSED HOUSE / A i y .4 J AREA = 87,222.07 sq. ft. 2.002 cc. N/0/F' I � NICO REALTY CORP I� - C/0 RICHARD J. RUSSELL 443.58' p ml . . N 86'33'36" E NI x' CERTIFIED TO �'-I ��••77 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK of JERRY SIANI LORRY SCHULT �iq �-517 - - - 1'a. . r� � � • X-V _ oN'AY - $O w p e it , Fit Y Z w / rn1 C .. I F •- s o } m 0 491 .75' N/0/r NIC a 5 86'33'36" W - 0 REALTY CORP. F, C/0 RICHARD J. RUSSELL TO THIS SURVEY ALTERATION XI ADDITION T° THIS 72 MEY IS A MOUTON OF SECTION N LA W ME NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING _ THE LAND SURVEYOR'S INKED SEAT OR _ EMBOSSED SELL SHALL NOT BE CONSIDERED TO BE A VAIID TRUE COPY. CERRFlCADONS INDICATED HEREON SHALT RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BENAF T° ME_ (IRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSIIIUIION USTED HEREON. AND TO THE ASSIGNEES OF THE (ENDING INSRH- TUTION CERDFICAPONS ARE NOT TRANSFERABLE. •Q THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN AD OR CE WRH�I THE MINIMUM EYSDNNDMDSELI FOR °RrEn ASD ESTABLISHED Joseph A. Ingegno BY PIE L(ALS. AN PPROV11iYO AND ADOPTED FOR SUC - NEW YORK SPATE LAND " r TITLE Land Surveyor '* W Mie Surveys — Su6di eons — Site Plans — Construction Layout .•c(12S 49 �(T8 PHONE (631)727-2090 Fax (631)727-1727 SVP OFFICES LOCATED AT MAILING ADDRESS N.Y S Lie No. 49668 1380 ROANOKE AVENUE P.0 Bae 1931 1 RIVERHEAD, New York 11901 Riverhead. New York 11901-0965 98-670 I I �m_7 2002 - -_ T-� SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Q� yy S.C. TAX No. 1000-97-03- 11 .5 SCALE 1 "=40' DECEMBER 22, 1998 / MARCH 27, 2002 ADDED PROPOSED HOUSE MAY 14, 2002 FOUNDATION LOCATION vela J jl N �5 AREA = 87,222.07 sq. ft. 2.002 ac. .0 �r I `•�I�i- F�: "mow N/01F NICO REALTY CORP. a' C/0 RICHARD J. RUSSELL A43.58' IIt - N 86'33'36" E N! CERTIFIED TO: .. of FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK oe � � JERRY SIANI Q? LORRY SCHULT MHC ----- on \.�q� —`--�•_--- vi.� i5DA N �T WN 9�� �v �J��` n�+�"-.t�r+}t v9�F�it .� \ 'S �m r y:.1) ___—_—_ s — - 7r _ - zm _ — �r TVW p .._ `OwxGCONC W -. Ed o It It 491.75' $ 86'33'36" W NICO REALTY CORP _ - C/0 RICHARD J RUSSELL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURNE IS A NOunoN OF SECTION 7209 OF THE NEW YORK STATE EDUCATION UW. COPIES OF THIS SURVEY MAP NOT BEARING THE VJJD SURVEYOR'S INKED SEA OR EMBOSSED SEAL SHELL NOT BE CONSIDERED TO BE A VALD TRUE COPY es•'� �/ HEY CERTIFICATIONS TO THE EPERSON FOR WHOM THE SURVEY 5 PREPARED, AND ON HIS BEFMLF TO THE TOLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TD THE ASSIGNEES OF THE HEEDING INS➢- - ,/'/T TD➢ON. CERTIFICATIONS ARE NOT TIxPNBFERADHE. (/ " THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF .=r ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCO E WITH THE MINIMUM BY THE OS FOR SURJEYS PS D ADOPTED oseph A. Ingegno FOR THE LI.AL S...gDA}��N PPROVEO AND AM LAN TRTI�NC, FIX TORN STATE LAND .�YtA.I yo Land Surveyor xpt N r' Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 ^Q C.ANI Sv . - - - OFFICES LOCATED AT MAILING AGGRESS N Y S LIG Na. 49668 1380 ROANOKE AVENUE P.O. Bax 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 9a-6791) II I I SURVEY OF PROPERTY SITUATED AT CUTCHOGUE tz� Ohl TOWN OF SOUTHOLD ra SUFFOLK COUNTY, NEW YORK �N S.C. TAX No. 1000-97-03- 11 .5 SCALE I "=40' DECEMBER 22, 1998 MARCH 27, 2002 ADDED PROPOSED HOUSE MAY 14, 2002 FOUNDATION LOCATION ly _ AREA = 87,222.07 sq. ft. 2.002 ac. A I r_. N/0/F Piz :z MCO REALTY CORP. 443-58' ,t? C/0 RICHARD J RUSSELLIp :-A. N 86'33'36" E _a ` , Nl I�.� CERTIFIED T0. e:Y ✓`I wi FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK CO. JERRY SIANI LORRY SCHULT Is 14 1 WILL 4 CLQ __ ._. _ O(7 _ wuss _ _ _ .�•T'"-,_:,.+�:naA.:a=.•{,S„ n' N Dim " „.v '":z`_-..r'— ___ • . " ________ yy � ux' N .•uw' ns,v'_Y ,:s I .Z1 OC - C o.r cwu. - I O7 -• ' °a, u �'a IFI DELI f o IJ Is - aI Z '." rH1 491.75' NIOIF - NICO REALTY CORP S 86'33'36" W . C/0 RICHARD J RUSSELL TO THIS SUR IS AAnou OR ADDITION F TO THIS GURVEY 15 n WOIATION tf� SEC110N ]20B OF THE NEW YORKK STATE _ EDUCATION UW COPIES OF THIS 5URVEY MAP NOT BEARING w _ THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHP11 NOT BE CONSIDERED TO 9E A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1#1 IS PREPARED. AND ON HIS BEHALF TO THE TIME COMPANY, GOVERNMENTAL AGENCY AND LENDING INSIGNEESN FISHED HEREON, AND TO THE ASSIGNEES OF THE LENDING TR SN R �Y NTIM71014CERCERTIFICATIONSAR TIONS E NOTNOT iRWSFERABLE THE EXISTENCE OF RIGHTS OF WAY y G6 - AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN AC ANCE WITH THE MINIMUM STANDARDS MR SURVEYS THE IFAA . D�DNDDOPJoseph A. Ingegno FOR SOCry( E _ <N¢��A''GRK STATE LAND IItP A6SO }} Land Surveyor Title Surreys — Subdivisions — Site Plane — Construohon Layout Sx� PHONE (637)727-2090 Fax (631)727-1727 AND OFFICES LOCATED AT MAILING ADDRESS N.Y.S Lia No. 49668 1380 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 98-679D SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-03- 11 .5 SCALE 1 "=40' DECEMBER 22, 1998 ZZ MARCH 27, 2002 ADDED PROPOSED HOUSE MAY 14, 2002 FOUNDATION LOCATION r SEPTEMBER 18, 2002 FINAL SURVEY s� 6 AREA = 87,222.07 sq. ft. 2.002 CO. n �8 N/0/P' ot,:emc k F NICO REALTY CORP. C/0 RICHARD I RUSSELL 483.58' Ip e r n 'w ANL rTHCE p l V 1 N 66'33'36" E ? CERTIFIED TO: NI trs,W ,r ^ewawlaCW wl . , FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK o JERRY SIANI LORRY SCHULT m Toll O1 ooxv WAIT 'Pe ------ i,- Q t ere ,w*A" I CLv�T r rr �s FANO P 15.x A,NeN� o awT E Co UY FICO j„lE 1/ C. Q so�v H W e�T A w��waE L � /i �a 'rv'rr Rap, ` _ �t,� mI i n : jOR ( r W 5 Fr, P E 63� y ys o g o a rn erg II o-rx.orw II 491.75' rn . ^O �v I Pas .po'rfl:cE z o Is o I'- N/0/F S 86'33'36” W NICO REALTY CORP C/0 RICHARD J RUSSELL ,1 p UNAUTHORIZED A-TERAHON OR ADDHION l- I(U -[rt.J'V I l (] TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY d� CRUN ERTIFICATIONS THE PERSON ICATED HEREON PE SON FOR WHOM THE SURVEY o IS PREPARED, AND ON H6 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INST- TURON CERTIFICATIONS ARE NOT TRPNSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEEO. PREPARED IN ACCORD CE WITH THE MINIMUM Ey" OR AN p OVER ANESTABLISHED ADOPTED Joseph A. Ingegno E NEW YORK STATE LAND IA P,IN Land Surveyor h�yP FG � o TNe Suri - SDbdvr.r.a9 - Site PKGG - Coaetr io0 Layout 49668 PHONE (631)727-2090 Fax (631)727-1727 F�LgpID OFFICES LOCATED AT MAILING ADDRESS NY S UG INC. 49668 1360 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD. New YDrk 11901 Riverhead, New York 11901-0965 98-679E W1 Cal" S.fOR',',' ERWRITEEERSCE IFI, PROVIDEOPENI ' NG uNo CATS EMERGENCY ESCAPE'AS ail . . x hob F w REQUIRED, BY PAR ^ h3 1 T 714 OF +y"� GENERAL' NOTES. WINDOW' ' SCHEDULE USE IS UNLAWFUL D_ rP UCEEDWITHE.. WITHOUT CERTIFICATE C F + BASEMENT FR;.i'! IL,SURVEY' OF OC,GU'PGY„ T, SPA AT ON 0 Y tp THESE DRAWINGS, CREATED SPECIFICALLY FOR THIS PROJECT BY N LOCATION P 91 71 3 �} �, 1) f ' - 1 - THE WORK OF THIS PROJECT WILL BE UNDER THE DIRECTION OF THE ARCHITECT, BEING INSTRUMENTS OF SERVICE FOR THE PROPERTY . LOCATION size R.O. TYPE - MANUFACTURER i �• 'THE'DEVELOPER AND IS.TO BE PERFORMED BY SEVERAL CONTRACTORS. OF THE ARCHITECT. THEY MAY NOT BE REPRODUCED WITHOUT THE EXPRESS ' ' BASEMENT TW3042 3-2-1/8"X4 -5-1 4, TILT-WASH ANDERSEN-BUILDER. PPROVED•- !!S�}� ;'' ' .Y. TAE UI DI G QD r ^,tl THE DEVELOPER MALL DETERMINE THE PARTS OF THE WORK TO BE WRITTEN PERMISSION OF THE, ARCHITECT, NOR MAY BE USED FOR r µLOCATED TO TME VARIOUS CONTRACTORS AND.VENDORS AS WILL BE ,THE CONSTRUCTION OF ANY PROJECT 'OTHER THAN NAMED IN THE BASE NT� iW3042 3'-2-1 8 %4-5-1 4 TILT-WASH AR EN-BUILD R SE OA -11 R - H 00 R IN THESE ORAWINIS BASEMENT FWCSD611R 5 0 8 SUE ANPERSEN FRENC D BE MAGE. WHERE, IN f AGREEMENTS F T DRAWING. SET FORTH 16I AGREEM 10 TOLE BLOCKS 0 HE O . THE PER. � BASEMENT � B20 2 -8-5 8 1 -11-1 4 AWNING " ANDERSEN-BASEMENT REFERENCE IS ,MADE TO IT SHALL BE TAKEN TO MEAN DEVELO NOTIFY BUILDING 0� 17 - ACTUAL FINISHED GRADES AND FINISHED FLOOR ELEVATIONS TO BASEMENT 2820 2'-6-9 p X1'-11-1 4"' AWNING ANDERSEN-BA5EIAENT 2 - THE NOTES SHALL. APPLY TO EACH CONTRACTOR. EACH CONTRACTOR BE PROVIDED BY SURVEYOR, SITE ENGINEER OR CONTRACTOR SHALL 765.7602 S AM TD'S'►Y POIIIna §HALL STUDY AND FAMILIARIZE HIMSELF'WITH THE SITE AND WfIH 'ALL MAKE ALL NECESSARY PROVISIONS IN FIELD FOR RETAINING WALLS AND FiRST FLOOR WiNDOW$ FOLLOWING INSPECTIONS; OF THE DRAWINGS FOR ALL TRADES AND PARTS OF THE WORK. EACH ADJUST TOP OF FOUNDATION ,WALLHEIGHTS AND REINFORCING AS REQUIRED1, FOUNDATION • TWO REOUIREO 4 Jo: " TENT LOCATION SIZE R.O. TYPE MANUFACTURER. CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH THE BY GRADES AND AS DIRECTED BY SURVEYOR. FOR POURED CONCRETEt• ' ,W= OF OTHER CONTRACTORS. DINING ROOM FWO 60611APLR 5'-0" X W-11" OUTSWING ANDERSEN-PRENCHWOOD 2. ROUGH • FRAMING S PWMEINO _ J - SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXIST 16 - FOUNDATIONS: DINING ROOM TW3052 - 3-2-1 8 % 5'-5-1 4 TILT-WASH ANDERSEN-BUILDER SELECT a INSULATION 7 of lil IN THE DRAWINGS ANY' kTHROR'OR DISCREPANCIES OR THAT CONDITIONS (A) ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF DINING ROOM TW3052 3 -2-1 8 X 5 -5-1 4 TILT-WASH ANDERSEN-BUILDER SELECT 4. FINAL AMNI 3000 PSI AT 26 DAYS. ALL FOOTINGS DESIGNED FOR AN CONSTRUCTION MUST �.;•. OF TEN WORK OF Y OTHER'CONTRACTOR IS SUCH AS WILL PREVENT ASSUMED SOIL BEARING CAPACITY OF 2 TONS PER SQUARE FOOT AMI 3052 J -2-T 8 X S -5-"1 4 TILT-WASH DERSEN-BUILDER SELECT BE COMPLETE FOR C.O. HIM FORM COMPLETING'HIS WORK W A FIRST CLASS MANNER, HE SHALL UNLESS OTHERWISE NOTED ON DRAWINGS. ALL FOOTINGS TO EXTEND FAMILY ROOM TW3O52 3'-2-i B" % S'-5-1 4' TILT-WASH AND EN-BUILDER 'SELECT ALL CONSTRUCTION SMALL NEW NOTIFY THE DEVELOPER OF SUCH BEFORE PROCEEDING WITH HIS WORK, DOWN TO VIRGIN SOIL. FAMILY ROOM TW24310 V-6-1/5' X C-1-1/4. TILT-WASH ANDERSEN'-BUILDER SELECT'' THE REQUIREMENTS 'OF THE N.Y. DIMENSIONS GOVERN - DO NOT SCALE DRAWINGS. EACH CONTRACTOR SHALL FAMILY ROOM TW24310 2'-6-1 8 % 4'-1-1 4 TILT-WASHAFl ERSEN-BUILD R SELECT STATE CONSTRUCTION E ENERGY VERIFY ALL DIMENSIONS. CONDITIONS, ETC. HEREIN SHOWN AND REPORT (B) ALL EXISTING FILL, ROOTS AND OTHER UNSUITABLE BEARING ANY,DISCREPANCIES PRIOR TO THE START OF ANY, WORK, MATERIAL SHALL BE REMOVED AND FOOTINGS CARRIED TO THE MASTER BATH 1W30310-2 6-3-15/18' X 4'-1-i4 TILT-WASH ANDERSEN-BUILDER SELECT CODES. NOT RESPONSIBLE FOR H, - DESIGN OR CONSTRUCTION ERRORS BOTTOM OF SUCH EXCAVATION. CONTRACTOR TO VERIFY ASSUMED LAUNDRY ROOM TW2446 2--b-1/5- X 4--9-1/4- TILT-WASH AR ERSE -BUILDER SELECT 4 - EACH CONTRACTOR SHALL DETERMINE ALL DIMENSIONS AND CONDITIONS SOIL BEARING AND ASSUME FULL RESPONSIBILITY FOR SAME. TOILET -AW251 X-4-7/8' X 2 -d-5 6 AWNING ANDERSEN-BUILDER SELECT AT THE SITE AND SHALT- BE RESPONSIBLE FOR SAME. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY SOIL VARIATION MASTER BEDROOM FWC 100611-4 99-3 4 X 6-11-1 . SUPER ANDERSEN-FRENCHWOOD OR CONDITION ADVERSELY AFFECTING ASSUMED BEARING CAPACITY S THE ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OR THE PRIOR TO POURING OF ANY FOOTINGS. FAMILY ROOM FWH 316T1AL 3 -1 X 8-11 FRENCH PNDERSEN-FRENCHWOOD ADMINISTRATION OF THE EXECUTION OF THE WORK OF THIS PROJECT. FAMILY ROOM 'FWH 60611APLR 6 -0 % 6 -11 FRENCH ANDERSEN-FRE C 0 D (C) INSTALL ANCHOR BOLTS IN FOUNDATION WALLS, MINIMUM FAMILY ROOM FWH 31611AR 3-1 X 8 -11 FRENCH ANDERSEN-FRENCHW000 r '+ THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL 1.-0 FROM EACH CORNER, MAXIMUM 10'-0' CENTER TO CENTER. BREAKFAST NOOK FWD 60611L 6-0 X 6-11 SUOE 'ANOERSEN-FRENCHWOOD n xn OR CHARGE OF CONSTRUCTION MEANS, METHODS, SEQUENCES, OR NOT LESS THAN 2 BOLTS ON ANY ONE SILL, AND BOLTS ON EITHER MUD ROOM TW30410 3-2-1 8 X S -1-1 4 TWT—WASH ,PAI €R EN-BUILDER SELECT PLUMBER CERTIFICATION PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS. EACH SIDE OF ANY OPENING ON THE SILL. PROVIDE SMf1KE•DETECTING CONTRACTOR SHALL, BE RESPONSIBLE FOR ADEQUATELY BRACING AND MUD ROOM TW30410 3-2-1 0 X 5'-1-1 4 TILT-WASH ANDS SEN-BUILDER SELECT ON LEAD CONTENT BEFORE ' ALARM DEVICES PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE. COLLAPSE. 19 - STRUCTURAL FRAMING: KITCHEN TW3042 X-2-1/0- X 4 -5-1 4 TILT- A5H I AN ERSEN- ILDER SELECT CERTIFICATE OF OCCUPANCY AS TO PART. � DISTORTION AND 'MISAWCNMENT ACCORDING 70 APPLICABLE COOEs. (A) ALL FRAMING LUMBER TO BE DOUG-FIR, WHERE LAMINATED VENEER '��': STANDARDS,AND GOOD PRACTICE. LUMBER IS INDICATED, THEY ARE TO BE MICROLAM BEAMS WITH A ., SECOND FLOOR WINDOWS SOLDER USED IN WATER N,Y'S�BUILD'ING CODE ' a MINIMUM FLEXURAL STRESS OF 2500' PSI. LOCATION SIZE R.O. TYPE MANUFACTURER �n a+ c, r'CT- . 5 - EACH CONTRACTOR SMALL COMPLY WITH REQUIREMENTS OF THE S(fyM f r ) .r EM CANNOT NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW (B) STRUCTURAL.STEEL SHALL BE FABRICATED AND ERECTED IN BEDROOM 1 TW30310 3-2-1 8 X 4 -1-1 4 TILT�WASH ANDERSEN-BUILDER SELECT •� "- YORK STATE ENERGY CONSERVATION CODE. FEDERAL OSHA AND OF ACCORDANCE WITH AISC SPECIFICATIONS FOR DESIGN, EXGEf'l.) c! t(J of 1% LEAD. a., ALL LOCM. GOVERNMENTAL AGENCIES HAVING JURISDICTION INSOFAR FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BEDROOM 1 TW30310 J'-2-1 a" % 4'-1-1 4' TILT-WASH ANDERSEN-BUILDER SELECT A5 APPLICABLE TO HIS PORTION OF THE WORK. BATH 1 A31 3'-0-1 2' X 2'-0-5 8' AWNING ANOER5 -BUILDER SELECT BUILDINGS, ROLLED SHAPES SHALL CONFORM TO ASTM DESIGNATION �;'; A-38. PROVIDE ANGLE ANCHORS OF EACH END OF PLT. BEAMS RESTING BATH 2 A31 3'-0-1 2" X 2 -0-5 B"' AWNING ANDERSEN-BUILDER SELECT r+ a 6 - EACH CONTRACTOR SHALL MANE ALL ARRANGEMENTS FOR, OBTAIN, ON CONCRETE. BEDROOM 2 TW30310 3 -2-1 8 X 4'-1-1 4 TIL -WASH AR FASEN-RUTTIER SELECT If COppBr tubing is used N - b M. ` ( AND PAY FOR�ALL' PERMITS, TESTS', INSPECTIONS, AND APPROVALS BEDROOM 2 TW30310 N-2-1/8- % 4--l-1/4' TILT-WASH ANDERSEN-BUILDER SELECT for WatBT f)IStrlbutin9 Q' �� REQUIRED FOR HIS PORTION OF THE WORK. (C) WHERE JOIST HANGERS AND,OTHER STEEL FRAME CARRIERS ARE INDICATED, CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER FOYER TW20310 SP405 20310 ro-.mr-,-,xrc+vnr-uo-r/r,r TILT-WASH ANDERSEN-BUILDER SELECT M = N Z .�' ' "J system;piping shall be Op 7 - THE OBLIGATION OF THE CONTRACTOR SHALL NOT EXTEND TO THE SMOOTH SHANK ANO/OR ARNULARRING NAILS, OR OTHER BEDROOM 3 TW30310 S-2-1/a" X C-1-1/4. TILT-WASH ANDERSEN-BUILDER SELECT of APPROPRIATE FASTNERs, AS RECOMMENDED BY THE HANGER BEDROOM J TW30310 3',-2-1 8- % 4'-1-i 4" TILT-WASH ANDE N-BUILDER SELECT typBS K Or L OOIV J I O LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES ARISING OUT OF (1) THE PREPARATION OF APPROVAL OF MAPS. DRAWINGS, OPINIONS, MANUFACTURER TO INSURE THE APPROPIATE SHEAR AND BATH 3 A31 3'-0-1 2" X 2'-0-5 8' AWNING ANDERSEN-BUILDER SELECT UNDERWRITERS CERTIFICATE pp1� REPORTS, SURVEYS, CHANGE ORDERS. DESIGNS, OR SPECIFICATIONS, OR WITHDRAWAL CAPACITY OF THE FASTENERS• OFFICE TW28310 2 -10-1 B' % 4 -1-1 4 TILT-WASH ANDERSEN-BUILDER SELECT REQUIRED F'F 01 0+ 0 (2 THE GANG OF OR'THE FAILURE TO GIVE DIRECTION OF INSTRUCTIONS ' B'f THE ARCHITECT, HIS AGENTS OR EMPLOYEES PROVIDED SUCH GANG OF (D) SECURELY FASTEN AND ANCHOR ALL STRUCTURAL MEMBERS TO OFFICE iW28310 2'-10-1 8• X 4'-1'-1 L' TILT-WASH ANDERSEN-BUILDER SELECT W = DO 10, OR FAILURE TO CANE 6 THE PRIMARY CAUSE OFTHE INJURY OR DAMAGE, WALLS AND TO EACH OTHER TO PROVIDE FULL STRENCH AT OFFICE TW26310 2'-10-1 8" % 4'-1 -1 4' TILT-WASH ANDERSEN-DUILOER ELECT 'Z U. Op PROVIDE ANTI-SCALD AND/OR JOINTS USING PROPER AND SUFFICIENT FASTENINGS TO INSURE OFFICE TW28310 2'-10-1 H" X 4'-1 -1 $ TILT-WASH ANDERSEN-BUILDER SELECT W Q 8 - ARRANGEMENTS AND PAYMENT FOR TEMPORARY ELECTRICITY, WATER. RIGIDITY OF THE STRUCTURE AND CONFORMANCE TO CODE. 'THERMAL SHOCK PREVENTING `1 �, C4 TOILET FACILITIES, FENCES AND BARRACADES, SECURITY AND CLEANUP DEVICES AS iD PART. 902,6(N) WILL BE AS AGREED UPON IN THE AGREEMENTS BETWEEN CONTRACTORS 20 - ALL EXTERIOR DOORS SHALL BE INSULATED, VINYL WINDOWS SHALL BE AND THE DEVELOPER: CLEANUP SHALL BE THE RESPONSIBILTY OF EACH FIXED OR SINGLE HUNG, AS INDICATED ON DRAWINGS AND SHALL BE PRODUCTS PL CONTRACTOR FOR THEIR PROTI(ON OF THE WORK. N.Y. STATE BUILDING CODE. �.� OF AN APPROVED MANUFACTURER. ALL MEMBERS SHALL HAVE A WHITE FINISH, ALL PLU DING WgsTE "` 9 - ALL MATERIALS 'SMALL BE NEW, AS CALLED FOR IN THE DRAWINGS, MEETING OR EXCEEDING REQUIREMENTS FOR WATER PENETRATIONS, INFILTRATION 6 WATER LINES NEED AND THE BEST OF THEIR RESPECTIVE S CAL NO SUBSTITUTIONS SHALL AND WIND LOAD IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE. 2-1/2' SOLID CROWN 5/4"X2-I/2" PINE TESTING BEF _ BE MADE BY CONTRACTORS WITHOUT THE S. NO WRITTEN APPROVAL OF ALL WINDOWS TO HAVE INSULATED GLASS. PROVIDE SAFETY GLAZING IN ACCORDANCE t•%B• CLEAR PINE THE DEVELOPER. FOR PROTONS OF THE WORK NOT SHOWN IN DETAIL WITH THE NEW YORK'STATE BUILDING CODE. 3/4" HALF ROUND RE COVERING BUT WHICH ARE SHOWN GENERALLY. OR AS REASONABLY INFERRABLE 21 - ALL SIDING, ROOF SHINGLES, OVERHEAD DOORS, WOOD TRIM, ETC. 2-1/Y SOLID CROWN 1"X6" CLEAR PINE AS BEING REQUIRED'FOR A PROPER AND COMPLETE INSTALLATION, THE AS SELECTED BY DEVELOPER. ASPHALT ROOF SHINGLES SHALL HAVE CLASS 3/4"%3/4' PINE SPINDLES 1" APART MATERIAL, METHODS. AND WORKMANSHIP SHALL CONFORM, AS'A MINIMUM, A' UL FIRE RATING. ALL CATHEDRAL AND SLOPED CEILINGS, CONCEALED - " TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT CORRESPONDING ROOF/CEILING SPACES AND ATTIC AREAS TO BE PROVIDED WITH VENTS S/4" HALF ROUND - ,� •!, \ PARTS OF THE BUILDING.' AS REQUIRED TO INSURE PROPER VENTILATION. 2-1/2" SOLID CROWN WS 21, \ 10 - EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR 22 - PROVIDE FIRESTOPPING AS REQUIRED IN COMPLIANCE WITH THE 0 ' THE VARIOUS CONSTRUCTION PROCESSES AND THE PROTECTION THEREOF NEW YORK STATE BUILDING CODE. SUCH AS SCAFFOLDS. STAGING. PLATFORMS. RUNWAYS. HOISTS, LADDERS. ��� CHUTES, TEMPORARY FLOORING, TEMPORARY STAIRS. GUARDS, RAILINGS, 23 - ALL INTERIOR FINISHES TO COMPLY WITH THE NEW YORK STATE BUILDING CODE. 1'X6' CLEAR PINE OPENING PROTECTIVES. LTC", FOR THE PROTECTION OF THE WORKMEN FIRE RETARD UNDER WOOD STAIRWAYS, WITH CLOSETS UNDER, USING 1/2' 7/i6" COVE 2-1/2" SOLID CROWN ENGAGED ON THE PROJECT AND THE PUBLIC SHALL BE PROVIDED, ERECTED, TYPE "X' GYPSUM BOARD. STAIR CONSTRUCTION SHALL BE WOOD WITH HANDRAILSNS AND MAINTAINED BY THE VARIOUS CONTRACTORS IN ACCORDANCE WITH AS SELECTED BY THE DEVELOPER IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE. I " SOLID CROWN THE REQUIREMENTS OF THE UMTS, RULES. OR ORDINANCES OF ALL AGENCIES "X6' CLEAR PINE - ' HAVING JURISDICTION. CONTRACTORS SHALL OBTAIN AND PAY FOR THE 24 - WATERPROOF BATHROOM AND LAUNDRY ROOM FLOORS IN ACCORDANCE REQUISITE PERMITS, INSPECTIONS. AND APPROVALS THEREOF. ALL SUCH BIRCH PLYWOOD WITH NEW YORK STATE CODE. 1-3/B" NOSE AND COVE '678'G1_ !TENS SHALL BE REMOVED BY THE CONTRACTORS WHEN ITEMS HAVE SERVED 1-318' NOSE AND COVE THEIR PURPOSE ARD WHEN DIRECTED BY THE DEVELOPER. 25 - ALL LAUNDRY AND ELECTRICAL EQUIPMENT SHALL BE U.L. APPROVED. 1/2" BIRCH PLYWOOD / 11 - EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING. FITTING, 26 - VENT MECHANICAL ROOMS DIRECTLY TO THE EXTERIOR FOR COMBUSTION 6' BASE MOLDING n S" BASE MOLDING AND PATCHING THAT .MAY BE REWIRED TO COMPLETE THE WORK OF THIS AIR, AS REQUIRED. AND AS PER UPA, HEATING, VENTILATION AND El 11 CONTRACT. NO CONTRACTOR SHALL ENDANGER THE WORK OF ANY OTHER AIR CONDITIONING EQUPIMENT AND SYSTEMS SHALL CIOMFORM TO GENERALLY CONTRACTOR AND SHALL NOT DO 50 WITHOUT THE PRIOR WRITTEN CONSENT ACCEPTED STANDARDS AND REQUIREMENTS OF THE NEW YORK STATE OF THE DEVELOPER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED BUILDING CODE AND THE NEW YORK STATE CONSERVATION CODE. -<n WORK SHALL BE BORNE BY THE PARTY, RESPONSIBLE THEREOF. ALL INTERIOR BATHS TO HAVE MECHANICAL VENTILATION BY MEANS OF FANS AND DUCTS TO THE EXTERIOR. - " 12 - CONTRACTORS SHALL"SUBMIT SAMPLES, MATERIAL LISTS, EQUIPMENT CONTINUE PANELS AROUND ENTIRE ROOM LISTS AND SHOP DRAWINGS AS REQUIRED BY THE DEVELOPER. ' 27 - ALL ELECTRICAL WORK TO CONFORM TO N.E.C. AND LOCAL CODE AT SAME HEIGHT J ' REQUIREMENTS, AND BE UNDERWRITERS APPROVED. PROVIDE -HOT WIRED- DETAILO THESE ITEMS SHAU, BE SUBMITTED SUFFICIENTLY IN ADVANCE TO THE SINGLE STATION SMOKE DETECTORS WHERE SHOWN IN DRAWINGS. — }. J. k , DEVELOPER FOR APPROVAL TO ALLOW FOR,REVIEW AND POSSIBLE Z :3W J� . CORRECTION. SAMPLES OF ALL MATERIALS AND PAINT 28 - ALL PLUMBING WORK TO BE INSTALLED IN ACCORDANCE WITH LJJ FINISHES/TEXTURES/COLORS SHALL BE SUBMITTED CONCURRENTLY. APPLICABLE CODES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. ALL U Lil On ON n FABRICATION SHALL NOT START UNTIL SHOP DRAWINGS ARE APPROVED. SANITARY WASTE LINE BELOW THE FINISH FLOOR SLAB ON GRADE O 'Lit O u - COMPLETED WORK SHALL BE IN ACCORDANCE WITH THE APPROVED MUST BE CAST IRON. ALL WASHING MACHINES NOT INSTALLED ON A z (� W T Z DOCUMENTS. WHERE REVIEWED AND APPROVED H THEW AND OR CONCRETE FLOOR SLAB H A POSITIVE SHALL BE REIQUIREO TO HAVE - - 3' VENT THRU ROOF - - - - - - - - - - - - - - - - - - 0 O {' ENGINEER ON BEHALF VI THE DEVELOPER SUCH REVIEW AND APPROVAL .� A CONTAINMENT PAN WITH A POSITIVE DRAIN. "'-: WILL BE FOR CONFORMITY WITH THE DES16N ONLY. APPROVAL WILL NOT ' RELIEVE CONTRACTORS OF RESPONSIBILITY FOR QUANTITY, FIT, 29 - ANYTHING NOT EXPRESSLEY SET FORTH IN THE PLANS, BUT WHICH J" 3" 3" 3" I 3' 3' 3' 3' 3' 3" 3' a!?, DIMENSIONS, MEANS, SEQUENCES, METHODS AND PROCEDURES. FOR ANY IS REASONABLY IMPLIED FOR A COMPLETE TWD PROPER JOB, SHALL BE r---- -r - - - - T - 1 T - - I r r r '� I r 1 DEVIATION FROM THE REQUIREMENTS OF THE DRAWINGS AND AGREEMENTS. FURNISHED AS IF SPECIFICALLY SHOWN. WITHOUT EXTTRA CHARGE. I I 1 111/2.1 :1/2" 1 • 1 :1/2.1 11/2• I 1 1 11/2• I I LLJ• .0 ( W, CONTRACTORN SHALL CLEARLY INDICATE ANY DEVIATIONS FROM THE 1 11/2" 1 11/2• 12" 1 1 3 I I I2' 1 11/2" I 12' 1 11/2' Cy >; ULA' ; CONTRACT DOCUMENTS. I I I I I I 1 _ w Z 13 - WHERE ASSEMBLIES AND THEIR VARIOUS COMPONENTS. MATERIALS. .S, - �' I I I z "W UO <E OR CONSTRUCTION SYSTEMS ARE CALLED FOR TO HAVE FIRE RESISTIVITYy',M• •' RATINGS, UNDERWRITERS LABORATORY RATINGS, ETC., ALL SUCH SHALL BE COMPOSED OF MATERIALS L5 AND BE ASSEMBLED SO AS TO CONFORM TO (� Z p m �-1 THE STANDARDS ESTABUSHED IN:CODES GOVERNING, IN ORDER TO ACHIEVE 1 1/2"1 t/2' 111/2-111/2' _ 1 1/2" 1 1 ��,� � � ' a ,•,,� THE REWIRED RATING IN THE COMPLETED WORK, WHERE CALLED FON 2' I 2• 3' 31 3 1 1 2" 3" /2 LaJ SUCH ITEMS SHALL BEAR LADLES CERTIFYING TO THEIR CONFORMITY, / / L' 4' CO Y 7 L'"' , OR IF REQUIRED BY CODES OR BY THE DEVELOPERS, CONTRACTORS SHALL CO 4" 4" 4' i3" 4' 4" 4" . , FURNISH WRITTEN EVIDENCE CERTIFYING TO, THE CONFORMITY OF, THOSE ITEMS OR INSTALLATIONS TO THE REQUIRED STANDARDS. . I MJ 41 a1 v 14 - EACH CONTRACTOR SHALL'BE RESPONSIBLE FOR, AND St STAAI�N ALL : LOSS OR DAMAGE ARISING FROM THE NATURE OF TEH WORK TO 8E DONE - 3' _ 3" - 3- --- 3" 3' 3' 3' - 0. 0 UNDER HIS CONTRACT. OR FROM ANY'UNFORSEEN OR UNUSUAL ' PROSECUOBSTRUCTING M DIFFICULTIES WHICH MAY BE ENCOUNTERED IN11/2' I 'SUMMARY OF TOTAL THERMAL RATING x PROSECUTNC SAMEv OR FROM THE ACTIONS OF THE ELEMENTS SUCH AS 1 1 2' 1 1 2" 1 12' 1 1 2" 1 1 2" i17 2' 1I1 2" Job No 0 P r- - - - r - - r - - -I- - - - 1 - - - r - - r - - - -I- - - - 1 I O 11/2' 1 I I I I : I WATER, HEAT, FROST OR VINM IN THE EVENT OF TEMPORARY SUSPENSION 1 / I / KICTHEN 12' I / 1 / I / 12' : / / OF WORK, OR DURING INCLEMENT WEATHER, OR WHENEVER DIRECTED BY 1 I SINK I 4" I ' SUMMA "u I I ' Drawn by'. "AAA x,1d r THE DEVELOPER, ,EACH CONTRACTOR SHALL'. AND CAUSE HIS I I - i rt i' SUSCON7RACTOR$ TO,PRpTECi HIS MEN AND THEIR WORN AND AMTERULSD.W. W.M, IF TOTAL RATING IS ZERO (0) OR GREATER, THE PROPSED DESIGN FOR THE BUILDING AGAINST DAMAGE FROM THE WEATHER, IFJN THE OPINION - OF THE DEVELOPER. ANY WORK OR MATERIALS SHALL HAVE BEEN DAMAGED OR ENVELOPE COMPLIES WITH THE ENERGY CODE. INJURED BECAUSE OF FAILURE A CONTRACTOR OR HIS SUBCONTRACTORS '1 - TO 90 PROTECT WORK OR MATEIMLS, SUCH WORK OR MATERIALS SHALL 2, q• 3, 1 1/2' 4• 1 1 2" 1 1 2" 3" A. WALL ASSEMBLY AREA U-VALUE TABLE USED THERMAL RATNC r + dH BE PROMPTLY'REMOVED ANO;REPIACED BY THE, CONTRACTOR RESPONSIBLE, / / 1 1/2" . � 1 1/2' " + CO 4 4" 4' 4• 4" 4' 4' 4" 4" 4 CO Al. NET WALLS Aw 3972 Uw .OS 8,_r1 }198.8 SOa14. 1/4 r1.!+Q 15 - CONTRACTORS OR SUBCONTRACTORS WHOSE WORK AND INSTALLATIONS d REQUIRE SLEEVES. HANGER INSERTS. BOLTS, ANCHORS, M. TO BE AL2. GLAZING Aq 3p0.2.1 Uy .32 6-3 121'.88 IToky Q3/'20�0� 7r rl "1 ") BUILT INTO THE WORK OF OTHER CONTRACTORS SMALL INSTALL OR PROVIDE VENT THESE'ITEMS '.TQ, THE APPROPRIATE CONTRACTOR (AS AGREED UPON WITH 4.' B. '',ROOF/COLING THE DEVELOPER WHO WILL SET THESE INTO HIB WORK IN THE LOCATIONS 4' �]( ESTABUSHEO 7Hfi CONTRACTOR VINO ,REQUIRES THESE ITEMS. THESE CO Bf- ROOF/CEILING �' N Ur Ur N +7661 GMr'B. No 1 ++A+t, rIr il 'ITEMS:SHALL BE 'PROVIDED IN THEIR IACATDIVS INDICATED SUFFICIENTLY IN ADVANCE SO AS TO CAUSE NO DELAY IN THE PROCESS PLUMBING F21SER DIAGRAM HOUSE 7 82., SKYLIGHTS A9 : 'tlg n7A: A +F r 1 IN Y a ,";�" . OF THE JOB AS A WHOLE. AS SUCH ITEMS SHALL BE INCORPORATED — .^ / A ,,,,�4 AT EACH LEVEE. ,THEY SHALL CORRECT PHYSICAL 'LOCATONS-OF FlAORS AREA A( , 216J' f .028 3 +98. 4 f"-� ` at SO THAT, THEY A MEET. FIRST FLOOR 2163 sq. ft C. FLOOR HALL BESECUREP INTO'THE FRAMEWORK FOR r to CONCRETE SO AS TO AWWAIN THEIR PROPER LOCATION AND POSITION SECOND FLOOR 19,•54, Sq. ft C1 L U DURING THE PROCESS OF PLACING CONCRETE AND REMOVAL, OF FRAMEWORK: - . D. .TOT ai .a+rN Garage 469 sq. ft AL:TH RMAL RATING(A+D+C): +209.97 IINL Nb T aT»9 r 1 NI '4 ar �ory T 'i Total 45$6, sq, ft FIlenomMt �orlA '!e 1�gYO+Fq e s I?�+ P1. +nag 8 14 r , I { "lJyl kit u t 1 1{"�TT,,, S d phi AIL 11-7/8' MICROLAM RIDGE - 2- X 8' R . 0 16' O.C. _ rl 'I 2" X e' L.J. O 16" O.C. 2" X 6" COLLAR TIES O 32" O.C. 2"X3" BLO KING r R-30 INSULATION IN ATTIC 1"X8" CED FASCIA 1/2' PLYW OD CONT. METAL SOFFIT VENT 5/4'X8" C DAR FREEZE BOARD ATTIC In : , (2) 2' X 4' TOP PLATE Q M m 2"X3" BLOCKING 1" X B" CEDAR FASCIA —� LU Q1 t., 1/z' PLYWOOD BEDROOM B TH UNDR 01 r �! CONT. METAL SOFFIT VENT 2 2'X4" TOP PLATE 2'%10' LEDGER W = �_ - Z U 00 N J2 PLYWOOD 9-1/2' MICROLAM HI W a 5/4" X 8" CEDAR FREEZE BOARD 2"X4" STUD 2"X8" R.R. O 16" O.C. 2' % 4" STUD WALL R-13 INSULATION 2"X6' C.J. 0 16' O.C. 2" K 10' LEDGER 1/2' GYPSUM BOARD 2 4" BOTTOM PLATE ai 2X8" R.R.016" O.C. 3/4" PLYWOOD T&G SUB—FLOOR 2"X6" LEDGER 2"X6" C.J.016" O.C. 2"X3' BLOCKING 'X8" CEDAR FASCIA 1/2' PLYWOOD 11-7/8" WI 60 SERIES O 16' D.C.--- I11-7/8" WI 60 SERIE O 16' O.C. : 1.� CONT, METAL SOFFIT VENT ---- -- (2) 11-7/8" MICROLAM H ER (3) 11-7/8" MICR HEADER v;,21' '1'`{ V OVERHANG (3) 2'X1O" GIRDER FAMILY R00 CLOSET MASTER BEDROOM 'II 2-1/2" SOLID CROWN 'X3" BLOCKING 1" HALF ROUND (2) 2"X4' TOP PLATE 1"%8" CEDAR FASCIA .al - 4'X4"CG POST WRAPED W/ 1/2' PLYWOOD 1/2" PLYWOOD r 1'X6' CEDAR W/ CHAMFERED CORNERS 2''—XX4" ST INSULATION CONT. METAL SOFFIT VENT (3) 2'X1 O' GIRDER 1 2 UN BOARL4 D (2) 11-7/8' MiCROLAM H ER pI 2 4" BOTTOM PLATE '� 3/4' LYWOOD 7F SUB—FL OR 11_7 6 160 SERIES O 16" H " � 2X4* MACHINED WOOD RAILING 2'X2" WOOD SPINDLES OGONY _ 5/4" X 4' MAHDECKING pl ' (3) 11-7/8" MICROLAM GIRDER (3) 11-7/8" MICROLAM GIRDER (2) 2"XB" CG GIRDER a 2) 2"X6" CCA SILL 2"X6" F4.016" O.C. ' I :W. TERMITE SHIELD 3-1/2" DIA. EEL COLUMN 4"X4" CG POST ON A SILL SEAL ON A 2'-0" '-0"K i'-0" - 10 s 2'—O"X2'-0"X3'-0' POURED L J 8' POURED CONCRETE 1 LL BASEMENT POURED CO ETE FOOTING L JI rn CONCRETE FOOTING ON A 18'X12" POURED ONCREI'E 4" POURED NCRETE SLAB FOOTING 11-7/8" WI 60 SERIES 16" O.C. OVER 6 MIL OR BARRIER ~ R-19 INSULATION IN FL))R ON POUROU GRAVEL FILL ANCHOR BOLTS AT 10'— O.C. STEPPED FOOTING TWO PER CORNER '� 2 I:rLL r N. , 1 W Z > ,Z' Q" .Y .� zy 'I$, Z p SECTION r KSS t, Job No. ,'I 02-1102, Divwn by: � . Ch«kra " p; .. i' Dolt. I. No: Dw9 1' a- I ,n. I 1 C - >I- ' 3 y .NVIl. 1111 O. M i F i tel i ' 1 1 r r' ° RIDGE VENT RIDGE VENT rr FIBERGLASS ROOF SHINGLES FIBERGLASS ROOF SHINGLES p 'rr- FAPER .) ON 15� BUILDING (330 0 YR.) ON 150 BUILDING ' APER WATER AND ICE MEMBRANE IN VALLEYS I"XB" CEDAR FASCIA 2 XB' RAKE WRAPED WITH 1"X8" CEDAR RAKE BOARD I ' �2-1/2" CROWN MOLDING V-O" " FREEZE BOARD + ' STAINLESS STEEL METAL CAP .////// 12 5/4" X 10' FREEZE BOARD 1'-0" FLYER BRICK VENEER 18In� RIDGE VENT b .m,4 dam' 12� 12� . U 2-1/2' CROWN MOLDING .T FW- 0), C, ' - 2"XB' RAKE WRAPPED W/1"X8" CEDAR RIDGE VENT OD in ZU O ' �F ® ® FIBERGLASS ROOF SHINGLES 7- < co d' O U (30 YR,) ON 15/ BUILDING `S v N PAPER 03 5/4" X 4" CEDAR AROUND ALL WINDOWS 5/4" X 6" CEDAR CORNER BOARD 5/4"X10" CEDAR FREEZE BOARD 5/4'%B" CEDAR FREEZE BOARD CEDAR SHINGLES (5' EXPOSURE) 5el4"XG' CEDAR CORNER BOARD 8 12 FIBERGLASS ROOF SHINGLES 12 OVER IYVEK HOUSE WRAP d 1 -0" FLYER (30 YR.) ON 15/ BUILDING �6 gyp; PAPER va 21 2p 1'-0" FLYER CONT. METAL SOFFIT VENT �- 5/4"X8' FREEZE BOARD 1'-0" OVERHANG 1'%8' CEDAR FASCIA (3) 2"X10", GIRDER WRAPPED WITH CEDAR El ElrI 2-1/2" SOLID CROWN —'—" 4'x4 CCA POST WRAPED WITH 1"7(6' CEDAR t S 4" X 8' FREEZE BOARD '- ROUND 5/4' % 6' CORNER BOARD ° WITH CHAMFERED EDGES CEDAR SHINGLES 5" EXPOSURE m 6 61 si: ( ) ° 2"X4" MACHINED WOOD RAILINGS p OVER TYVEK HOUSE WRAP NMI2"X2" W000 SPINDLES 5/4' X 4" CEDAR AROUND WINDOWS AND DOORS 5/4" X 4" MAHOGONY DECKING In 1111 �1 11111 i"X8"'MA14000NY 4'X4' CCA POST ON A 2'=0"X2'-0"X3'-O• POURED CONCRETE FOOTING tn 01 '.1 'I I LJ LT LJ LJ LJ LJ LJ L �J LJ I I II DECK FLUSH WITH FINISHED FLOOR I I I ULi Q 5/4"X4" MAHOGONY DECKING Q 3 STEPS W/ RAILINGS AS PER U ti- LOCAL i LOCAL BUILDING CODE z CIO Li r Z 1� i�rr Ne w. ^ X ' f0r:fit tl ty qF CA ' Jd6�No. Nr � ILII .QraW1I bY. I.T.� : �-`qVq 1 s.h fid° FRONT ELEVATION a+i'rck tl by SFr r 4 n ! oeuo O� a ti '1 � rr m. t. r `� 1 P FillYy'64 ie f A 1�, e 1 fa r i Y;v s 4t v T N, , •P , ,ISG RIDGE VENT RIDGE VENT FIBERGLASS ROOF SHINGLES FIBERGLASS ROOF SHINGLES iI (30 YR.) ON 15O BUILDING (30 YR.) ON 15/ BUILDING tYj PAPER PAPER zi , ! T <a STAINLESS STEEL METAL CAP_/ STAINLESS STEEL METAL CAP BRICK VENEER OVAL CEDAR GABLE VENT BRICK VENEER h rR4 CRICKET CEDAR SHINGLES (5" EXPOSURE) 12 OVER TYVEK HOU5E WRAP 2"X8" RAKE WRAPPED W/ 1"X8' CEDAR U t " N aOO M { —1/2" CROWN MOLDING 2 NAm 2'XB" RAKE WRAPPED WITH 1'%8" CEDARQ CROWN MOLDING 5/4"X10" CEDAR FREZZE BOARD RICCE VENT 2-1/2r , ' 5/4' X 10' FREEZE BOARD 1"X8" CEDAR FASCIA 0) c" G z0QI,r,, ^ LJ' V—O" OVERHANG 1' 1 12 1 ,. P2 12 CONT: METAL SOFFIT VENT SCJ 5/4' X 8' CEDAR FR RIDGE VENTEEZE BOARD Q v N 5/4" X 6' CEDAR CORNER BDARD 1'-0" FLYER ® ® 4 1'X8i " CEDAR (ASCU ' 3/4' % 8' CEDAR FREZZE BOARD 1 i, 5/4" X 6" CEDAR CORNER BOARD ry 5/4' X 4" CEDAR AROUND ALL WINDOWS --- EEI 6 wRat ±', 4'X4"CCA POST WRAPPED W/ 1"%8" CEDAR WITH CHAMFERED EDGES D A )' CEDAR WRAPPED GIRDER 1'-0' FLYER 1' % 8" FASCIA 1"XB' CEDAR ASCU F CONI. MEGA SOFFIT VENT CONT. METAL SOFFIT VENT 5/4" X 8' CEDAR FREEZE BOARD 5/4" XB" CEDAR FREEZE BOARD 97 6 S 1 5/4' % HI CEDAR CORNER BOARD IFEF Nf 5/4" X 6" CEDAR CORNER BOARD CEDAR SHINGLES (5' EXPOSURE) OVER TYVEK HOUSE WRAP CEDAR SHINGLES (5' EXPOSURE) OVER TYVEK HOUSE WRAP 5/4' X 4' CEDAR AROUND DOOR Lo 5/4' X 8" CEDAR TRIM BOARD W/ 1 COPPER FLASHING 5/4' % 8" CEDAR TRIM BOARD W/ COPPER FLASHING w STEPS AS REO'D, BY LOCAL BUILDING CODE '^„ o I IDIHNEL A4NRDOW EO DWITHLi I I I ZARE C=7 $ II L L _ � - - - -' — - - - o Z 2 „ 11 T121 z ci Y � ,� N N U Yui . i dab No. 02�-102 + ' Chmk'd by- REAR y REAR ELEVATION S. ' 4 � _ y , . •144'" 7 tlT �,4krvl Frv` $� A-h.� . . - Filgnom41 IOn� 77 1- 1 r � " I a . , t . . MM 'I ( err. i t } d ;I A. I . I S ra li f Ar I ! r t1 2"X8" RAKE WRAPPED W/ 1'X8" CEDAR I s a. 2-1/2" CROWN MOLDING ' 5/4" X 10" CEDAR FREEZE BOARD I _ OVAL WOOD GABLE VENT ' RIDGE VENT a, FIBERGLASS ROOF SHINGLES RIDGE VENT PAPER .) ON 15/ BUILDING 1-4 "I. STAINLESS STEEL METAL CAP 12 - „'•'” BRICK VENEER 12� r CRICKET 1'-0" FLYER 1"X8" CEDAR FASCIA RIDGE VENT V) N LK a T, 01 W ,Q dam' O CU3 L uJ 5/4"X8" CEDAR FREEZE BOARD IW" CEDAR FASCIA _ �' 0) '4" 01 0 _ 5/4"X6" CEDAR CORNER BOARD 12 1'-0" OVERHANGz C-) 00 N ."i ljj 2"X8" RAKE WRAPPED W/ 1"%8" CEDAR 12� CONT. METAL SOFFIT VENT W Q 00 2-1/2" CROWN MOLDING 5/4'7(8' CEDAR FREEZE BOARD Y V 'm 5/4"X10' CEDAR FREEZE BOARD 5/4" X6" CEDAR CORNER BOARDI,'fl OVAL WOOD CABLE VENT 12 CEDAR SHINGLES (5" EXPOSURE) 6� OVER TYVEK HOUSE WRAP 1"X8" CEDAR FASCIA I .XB" CEDAR FASCIA CEDAR WRAPPED GIRDER 1'-D" OVERHANG 2-1/2" SOLID CROWN � . CONT. METAL SOFFIT VENT 1" HALF ROUND 5/4-X8' CEDAR FREEZE BOARD " CCA POST 5/4-XV CEDAR CORNER BOARD WITH CH MFERED EDGES ED W/ 1"X8" CEDAR . d�"(E �d CEDAR SHINGLES(5' EXPOSURE) 2"X4" MACHINED WOOD RAILING r+ OVER TYVEK HOUSE WRAP Z"%2" WOOD SPINDLES w 5/4"X4" CEDAR AROUND DOOR 5/4"X 4" MAHOCONY DECKING r °ki 5/4"%8" TRIM BOARD W/ lift COPPER FLASHING 1"X8" MAHOCONY '�16G1 "X4" CCA POST ON A 2'-0"X2' .0'K3'-0" POURED CONCRETE FOOTING �a 16'-0" % 8'-0" OVERHEAD GARAGE DOOR I I I I I I I I I I 3 W000 STEPS W/ RAILING AS n . ,I ? NT I I REO' D BY LOCAL BUILDING CODE u I I I — ANDERSEN WINDOW WITH AREAWALL AS REO'D I ",' STEPPED FOOTING la � �- - -� - - - - - - - - - - - - - - - - - - - - � w � w ♦— Z w U a z o w 'W, N Y W O 1n V a s, o .Job'No. 02-102 LEFT ELEVATION Drawn b)n LPLJ.! Scale: „t/4 Y+b" . T t 1 Dane: '0,3/20/02 I $h6g ;Na 'F64,n4m1 IoTte d1 jekryAMq$' a<' M V F r � r r ^" A �( Y' I TSP II�A.� a' 25 FI 4 'Y 77 fid ,il; r Ix?�I BTAINLE STEEL METAL CAP BRICK VENEER "t RIDGE VENT r` RIDGE VENT FIBERGLASS ROOF SHINGLES 'I (JO YR.) ON 15j BUILDING PAPER rvl 1 OVAL WOOD GABLE VENT 'F 'O ^y OVAL WOOD GABLE VENT 12� M N CV 2"%8" RAKE WRAPPED W/ 1"XB' CEDAR 2-1/2" CROWN MOLDING 1'-0' FLYER i F- ' ' ZRIDGEENT V 01 5/4' % 10" CEDAR FREEZE BOARD 1"%6" CEDAR FASCIA �,,J m V— F� O) Cn 0 Z CONT. METAL SOFFIT VENT Z U N +" Li 1"X8" CEDAR FASCIA 5/4"XB" CEDAR FREEZE BOARD `1 1'-0" OVERHANG -� � 5/4"%6' CEDAR CORNER BOARD CONT. METAL SOFFIT VENT 2-XB' RAKE WRAPPED W/ 1'X8" CEDAR 5/4"X8' CEDAR FREEZE BOARD 2-1/2" CROWN MOLDING j� 5/4'1 CEDAR CORNER BOARD 12� 25/4'X10' CEDAR FREEZE BOARD CEDAR SHINGLEXPOSURE) 16 ' OVER TYVEK HOUSE WRAP 12 5/4'X4" CEDAR AROUND WINDOWS 61 \ 1"X8" CEDAR FASCIA - 1"XB" CEDAR FASCIA SII HUI \` 1 0" OVERHANG CONT- METAL SOFFIT VENT CEDAR WRAPPED GIRDER 1 0 OVERHANG 2-1/2" SOLID CROWN MOLDING CEDAR WRAPPED GIRDE 5/4"%8' CEDAR FREEZE BOARD 2-1/2" SQUID CROWN 1" HALF ROUND5/4'X6" CEDAR CORNER BOARD 1" HALF ROU ND ' 4'X4' CrA PORT WRAPPED W/ 1"x6" CEDAR "X4' CCA POST WRAPPED W/ 1"%8" oCVEOP ' EXPOSU EWRAP RE) CHAMFERED ON THE EDGES CHAMFERED ON ALL EDGES 2'X4" MACHINED RAILS 5/4'X8' CEDAR TRIM BOARD W/ 2"X2" WOOD SPINDLES COPPER FLASHING � In 5/4"1 MAHOGANY DECKING INS" MAHOGONY >! 4'X4' CCA POS- ON A OPOURED uj CONCRETE FOOTING Ljcn ~ II I I I STEPPED FOOTING O Z J w „ f � w - - - - - - - - - - - - - - - - - - - 5 - - - '� - - � s Y Cyn f i1 job No. 027702 ^ �y ii Qrown by ,Iad&.., RIGHT ELEVATION ChKk'd DI II`'�� No 41- A -r l x a A� 1 �� . � I - - S11ri1,�;N°t 81 RF 4. .i r a b-hI • �� e ' '