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HomeMy WebLinkAbout30735-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31260 Date: 11/04/05 THIS CERTIFIES that the building ADDITION Location of Property: 1265 CALVES NECK RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 63 Block 7 Lot 35 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 26, 2004 pursuant to which Building Permit No. 30735-Z dated OCTOBER 28, 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 SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to THOMAS W & CLAIRE DRENNAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0128 10/24/05 ELECTRICAL CERTIFICATE NO. 05-1440 07/05/05 PLUMBERS CERTIFICATION DATED 08/11/05 MICHAEL LEOCADI ,4 / - /4 — t riz d Si nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT !, TOWN HALL i - - --j 765-1802 — �V 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: I. 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 I. 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. 5 E PT 16 �a0 S New Construction: Old or Pre-existing Building: (check one) Location of Property: 12 C S C L�ye5 We<LX k4 Ab So-JT -A O LD House No. Street Hamlet Owner or Owners of Property: �H 6 M AS CL A�RC DDE rj M A a Suffolk County Tax Map No 1000, Section 06 Block 000"I Lot 635 Subdivision Filed Map. Lot: PernvtNo. 3013'.> Date of Permit. 10-28- 04� Applicant. 4WAAS ILG-AIR6 J�f28NNA4 Health Dept. Approval: __[o -p Underwriters Approval: 7- 2-O 5 Planting Boaarrd Approval: $- r}-O> Request for: Temporary Certificate Final Certificate: f (check one) Fee Submitted: $ aS, 00 Appli t 'ignature �- 6�a13 co It �t Albert J. Krupski,President ��OFSa Y. Town Hall James King,Vice-President �O 53095 Route 25 Artie Foster .IL P.O. Box 1179 Ken Poliwoda T Southold,New York 11971-0959 CA zhc Peggy A. Dickerson G O Telephone Fax(6316 31) S92 765-664 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0051C Date August 4, 2005 THIS CERTIFIES that the second-story dormer addition At 1265 Calves Neck Rd. , Southold Suffolk County Tax Map # 63-7-35 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 4/26/04 pursuant to which Trustees Permit# 5911A Dated 4/26/04 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 second-story dormer addition The certificate is issued to CLAIRE & THOMAS DRENNAN owner of the aforesaid property. 04&-s to � p Authorized Signature �,�� �p\�ii �5�fl ,11 �yb t. J^'( (p/ J <v ImPccW. 124 -i ', Awn 2��� t J Im s F1265 CalmaNak i Southold,NY I .vvvAHl� qbi., r .,t ,. ' < , CERI I PW , w ) J4 n APP e • �x'!� D, dx !Y 1110 t ANDTOMM MOWMC CODE '(. j VIII%,i 1 t/J I ♦ �.�Ix 11 Y _ Illy//4 r J J W J I lU(l/Uq v 1� c °Y ` %F1111 111\\ t a. IIN9 - l �'0A �. I R'�i( �� �� .� rti� (A, --� o�$uFF014,�� Town Hall,53095 Main Road O Fax(631) 765-9502 P.O..Box 1179 y�o! �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 36-7-357 Owner: -16MPtS W # CLrAIlZC �RENNAt� (Please print) Plumber: Mt ClaPtg�L- `Evc Axl I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 2Z / /AS?00FlE (r—�-- Notary Public,State of Clew York No 01SY508r 14 Oualified in Su`olk county . Commission Expires Nov 24 Notary Public, SI/�DI�—County 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. 30735 Z Date OCTOBER 28 , 2004 Permission is hereby granted to: THOMAS W & CLAIRE DRENNAN 15 WHITMAN AVE SYOSSET,NY 11791 for SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1265 CALVES NECK RD SOUTHOLD County Tax Map No. 473889 Section 063 Block 0007 Lot No. 035 pursuant to application dated OCTOBER 26 , 2004 and approved by the Building Inspector to expire on APRIL 28 , 2006 . Fee $ 384 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] Fo HDATION 2ND [ ] INSULATION [ FRAMING(04e4y -) [ ] FINAL [ ] FIREPLACE A�CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Od8 o-El INSPECTOR ,fir -- Y 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGHG. [ ) FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Zo C*"r-- DATE © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 42 DATE INSPECTOR #�y,Of SOUTyo# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ( ] FIREPLACE &QCHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE a INSPECTOR �°� 3-07 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR Edward R kIUIe r, Architect 33 Coventry Avenue Mastic,NY 11950(631)395-2533 t February 1,2005 Southold Town Building Department PO Boa 1179 Southold, NY 11971 Building Official, As requested,I inspected the ridge strapping at: 1265 Calves Neck Road Southold, NY 11971 Permit# 307352 The strapping as installed is adequate for the purpose intended and meets the requirements of the Residential Code of New York State. Ve truly yours, n _ Edward R Miller,AIA /EP D qq� /�CPPD R. !I 9 4 014797 Q 9TFOF NE`��O ANY ALTERATION OR ADDITION TO T, IS SURVEY 1S A VOLA TON • \�ti I am /soma with the STANDARDS FOR APPROVAL LOT NUMBERS ARE REFERENCED TO OF SECTION 7209 OF THE AEW YORK STATE EDUCATION LAW. S PER SECTION 7209 - SUBDIVISION 2. ALL CERTE/CATIONS AAV CONSTRUCTION OF SLMSI�RFACE SEWAGE SUBDIVISION MAP FOR ETHEL H. BETZ EXCEPT A �� o DISPOSAL SYSTEMS FOR $WE FAMILY RESIDENCES HEREON ARE VALID FOR THIS MAP AHD COPES THEREOF OILY i , FILED IlV THE OFFICE OF THE SUFFOLK SAD MAP OR COPES BEAR THE AFRESSED SEAL CF THE SURVEYOR - - - - and of abide by Me conol`bba set /orf Mesh and on the COUNTY CLERK ON JUNE 5,1992 AS WHOSE S16M4TLRE APPEARS HEREOM permit to construct. MAP NO. 9229. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' T MUST BE USED BY ANY AHD ALL SURVEYORS UTILIZAV A COPY OF ANOTHER SURVEYORS MAP. TERMS SUCH 'INSPECTED ' AAO Of/f ' BROUGHT - TO - DATE ' ARE NOT 1N COMPLIANCE WITH THE LAW, jot, 'Y The locations of wells and cesspools \� shown hereon are from field observations ° and or Irom data obtained from others. • Ss. a° tea. SCDHS Ref. # RIO-04-0/28 61 c� O SURVEY OF PROPERTY J 0 0 - ` p�� AT SOUTHOLD p `' 3 - r. \ TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000_ SC8/e% I"=40 ' NO TE, • Oct. 28, 1992 RO 1° I> 9 \ \ �\ yl SURSU ACE SEWAGE DISPOSAL Aped 3, 2004 i 'h Aprll 14, 2004 foddillonst 33 •0 ti� _�,•� BYa JOSEPH F7SCHETTI, P.E. 3� E� �•�� cyQr a y,a BZ9 r.—�•y� �2�+'s \ ��9°�n J,uy 21, 2004 (lost no/e HOBART ROAD °"% 27, 204 rnew '� k +K>sm) SOUTHOLA N.Y. 11971 fk° a e (631) 765 2954 AUG. 9, 2005 (FINAL 23 \ I 5 BEDROOM HOUSE NEW SEPTIC SYSTEMy� ^M1 I ��e ® y 31 z Ode (� LAAAChM� -IIto 010. 13• Dep C 'v JU'U� TEST HOLE �j 6a ML OR REMOVE VQSTAW CESSPOOLS TE 7119104 -[A1 i F� �' n/ I J'W ` RELOCATE WATER SERVICE w' OGa . gym? --- -key v� lQ ,� be MIXED SAND AND LOAM 2 BROWN SILTY SANDAk,�,'�•o� �C 3� AREA -29,692 3¢ft _. to tie kye 196, BROWN AND PALE BROWN F#W ,r? 'X TO COARSE SAND SW '9 PROPOSED WORKS o O. 49616 O ADDITION OF SECOND STORY DORMER ON BACK HALF OF EX15TlM STRUCTURE 1,dECONIC EY 9 = EXISTING DRYWELL NO PART OF ADDITION WILL EXTEND BEYOND THE (5/6) 765 - O 17 v = WirTLANDS FLAG CURRENT ROOF LINE P. O. BOX O CONTOUR LINES ARE REFERENCED TO EXISTING CESSPOOLS TO BE REMOVED OR FILLED IN 1230 TRAVEL N.G.V.D. (79291 SOUTHOLD, N. . 91-188 (B) FIELD&SPEZ"PION REPORT DATE COMMENTS O FOUNDATION(1ST) — W -------------------------------------- FOUNDATION - ---- ------------------FOUNDATION(2ND) t�if z a-� ROUGH FRAMING& y PLUMBING nk IIIAAA 3 1!oLa INSULATION PER N.Y. �3 STATE ENERGY CODE r zqs Cs� FINAL V ADDITIONAL COMMENTS Rl Z � o a Z z m g d � _d C {r ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Bond of Health SOUTHOLD,NY 11971 / 4 sets of Building Plans ✓ TEL: (631)765-1802 Planning Board approval A FAX: (631) 765-9502 Survey ✓ www.northfork.net/Southold/ PERMIT NO. 50735 a7 /Check septicFotmtJ / N.Y.S.D.E.C. _ Trustees 3 -- Examined o ,20 0V Contact: Approved /o ,20 O Mail to:TH�t�R� �RE rJ NJt r► Disapproved a/c iS WHITMAri AVG 546SSET Our. Phone:516 `i2.1- 1143 Expiration Ly! 20 0,6 r' Building Inspector ^ ` ? APPLICATION FOR BUILDING PERMIT AUL Datey N 1l' 20 O+ INSTRUCTIONS a.Th aF on MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of s,accurate plot plan to scale.Fee according to schedule. • b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E 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. Ile-47 !'1Q/J A' -- (Signatu o pplicant or name,if a corporation) /5SyessEr NY 1/7q, (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 0w AfEe Name of owner of premises H e M AS W CL A I P,E 1)(2E N N A4 (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. r 27M Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1265 CAINES NECK RD Sou J1►otD House Number Street Hamlet County Tax Map No. 1000 Section D Block O 7 Lot O3S- Subdivision MAP FOR E-TH E L E rZ Filed Map No. q 2 Z9 Lot 2 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: a. Existing use and occupancy j t N G LE FA M l t_y RES t DE NC E - o W tJ E 2 6CCu QIED b. Intended use and occupancy S i M G Lt FA Rk LY RES 10 E NCE - O W r iE 2 O CCAJ ptE D 3. Nature of work(check which applicable):New Building Addition_%/ -Alteration Repair. Removal Demolition Other Work _ p (Description) 4. Estimated Cost ��j0 .00Ca Fee #3%J'A . to (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front I 0 2. Rear 1102.30 Depth S3. Height 20' Number of Stories 1 i r Dimensions of same structure with alterations or additions: Front 102 . Rear 10 2.3 Depth 53. 2 Height 22.5 Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 14.5 Rear 161 pUDepth l 2 Z 20 l R�tpGU L Ak 10. Date of Purchase ; ' 1 - Zoo 2 Name of Former Owner l Au t_ T * L t m b A S . f.AC A fit o 11. Zone or use district in which premises are situated tt- ko j Ro PE R-cy G.b 6 2 to 12. Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13. Will lot be re-graded?YES_NO V Will excess fill be removed from premises?YES_NO - JS VS" tcM A N Avt 14.Names of Owner of premisesTeyms keoNotl,Address .scar WK% Phone No. 51( -42t- (l43 Name of Architect €nwpao Ru� , Mm Address s o t o Phone No 631-395-2533 Name of Contractor-To H 0 J'Aco 9 yAddress`!,t9,e& v " Phone No. I-too-2%-10 26 its 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V*' NO_ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO� *IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Np940) Ho M A 5 DR E N N q -J being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 120% dayof T�nc 20 0�j / �i fti 1 J Notary Public Sign fApplicant ,,., PZlrrN w SPERO State Of New York No, 5MPOOSS832 Q0M=1� n M Naea C my -7 tNYork State Department of Environmental Conservation slon of Environmental Permits 121, Building 40-SUNY Am Stony Brook, New York 11790-2356 Telephone(631)44440365 41WFacsimile (631)444-0360 ErinKCcolly CamriBeim er LETTER OF NON4MSDICTION Claire and Thomas Drennan May 13, 2004 15 Whitman Avenue Syosset NY 11791 NYSDEC # 1-4738-01089/00003 Drennan Property 1265 Calves Neck Road Southold NY SCTM#1000-63-7-35 Dear Applicants: Based on the information you have submitted, the New York State Department of Environmental Conservation(NYSDEC)has made the following determination. The portion of the property landward of the 18-foot elevation contour interval, as shown on the survey prepared by John T. Metzger last revised on 4/14/04, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale berm Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. V truly yo r f ohn A. Wie and Deputy Permit Administrator cc: En-Consultants, Inc. Marine Habitat Protection file Albert J.Krupeki,President p��FF�x�O Town Hall Jamin King,Pine-President 63M Route 25 Artie Foster P.O.Boa 1179 Ken Poli Southold,New York 11971-0959 Peggy A.DickersonTelephone(681)765-1892 Pax(631)765-1866 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 5911A Date of Receipt of Application: April 26, 2004 Applicant: Claire &Thomas Drennan SCTM#: 63-7-35 Project Location: 1265 Calves Neck Rd., Southold Date of Resolutionlissuance: May 26, 2004 Date of Expiration: May 26, 2006 Reviewed by: Trustee Ken Poliwoda Project Description:To construct a second-story dormer addition over an existing one-family dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of the Administrative Permit allows for the operations as indicated in the attached plan prepared by John T. Metzger last dated April 14, 2004. Special Conditions: None If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth In Chapter 97 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. g. 4 9 ` Albert J. Krupski, Jr., President Board of Trustees Permit Number .JRRE&-kwk CompWnm Certificate Checked By/Date 'Wew York State Energy Conservation Construction Code RESc/eeckSoflware Version 3.5 Release le Data filename:Untitled role PROJECT TITLE: PROPOSED 2ND FL. ADDITION COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached I or 2 Family BEATING TYPE:Non-Blect is DATE:03/24/04 DATE OF PLANS:3-24-04 PROJECT DESCRIPTION: DRENNAN RESIDENCE COMPLIANCE:Passes Ma>omum UA= 196 Your Home UA- 177 9.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R-Value U-Factor UA Ceiling is Flat Ceiling or Scissor Truss 1280 38.0 0.0 38 Ceiling 2: Cathedral Ceiling(no attic) 136 21.0 0.0 7 Wall 1: Wood Frame, 16'o.c. 1220 19.0 0.0 61 Window 1:Wood FrameMouble Pane with Low-E 202 0.350 71 COMPLIANCE STAT1it MM The proposal banding rid m this dooament is consistent with the building plans, specifications,and Other calculations submitted with this permit application. The proposed aystans have been designed to mora the New York State Energy Conservation Construction Cock regrrirasesuL When a Registered Design Profissional lues stamped and signed this page,they are shearing that to the best of hislher knowledge,bdK and p okasionsl judgment,such plans or specifications are m comVianc a with this Code. Builder/Designer Date pDARsy�F i OF Table 1: Mlulawmr Imauledua Tltidmessfor t livalasiml;Hat Water Pipes Insulation Thidweas in Inches by Pito Sias Bested Water Non-Circulating Res lirCnlating Mains and Runts Temperature Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Rmtouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Spatma Low Pres urefrempaature 201-250 1.0 1.5 1.5 2.0 LAW Tempetamre 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for teed water) Any 1.0 1.0 1.5 2.0 Cooling Systema Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) RESekeek Inspection Checklist New York State Energy Conservation Construction Code RBScheckSoftware Version 3.5 Release It DATE:03/24/04 PROJECT TIT7.E:PROPOSED 2ND FL. ADDITION Bldg. I DepLI Use I I I Ceilings: [ ] I I. Ceiling l:Flat Ceiling or Scissor Truss,R-39.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: I I Above-Grade Watts: [ ] I 1. Wall L Wood Frame, Ib"o.c.,R-14.0 cavity insulation i Comments: I Windows: [ ] I 1. Window 1:Wood FrammDoable Pane with Low-E,Ufador:0.350 I For windows without libeled 13factors,describe features: I #Pans France Type Thermal Bresk?[ j Yes[ ]No I Comments: I Air L -akage: f j I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ f I Recessed lights most be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I I Vapor Retarder. [ 1 I Required on the warm-in-winter side of all non-vented f3amed ceilings,walls,and floors. I Materials Identification: I 1 I Materials and equipment must be mum"in accordance with the manawturces installation instructions. [ 1 I Materials and equipnrat must be identified so that compliance can be detemdned. [ ] I MauadhMrrr manwis for all installed heating and cooling equipment and service water beating I equipment must be provided. f l I Insulation R-values and glaring U-factors most be clearly marked on the building plans or specifications. I I Duct Insulation: [ I I Supply dads in unconditioned attics or oum*the bwW mg most be insulated to R-9. [ ] I Return duds in unconditioned attics or offside the building must be insulated to R-4. [ j I Sup*dada in mmcanditioned spaces most be insulated to R-9. [ ] ! Return duds to unconditioned spaces(Como bad)most be insulated to R-1. I Insulation is not required on return ducts in basements. I Duct Construction: [ 1 I All.joims,seams and connections umst be secmdy faaeened wtth welds,gaskets,mastics I (adhesives),mastic-plasrathedded boric,or tapes. Duct tape is not permitted. Ercepoon:Continuously welded and lochug-type longitudinal join and seams on ducts operating at less than 2 in,w.g. (500 Pa). [ ] I Duds shall be supported every 10 fed or in accordaucs with the matudacMees iavlrnctions [ a 1 I wog duds with exterior insulation sant be mated with a vapor retarder. [ 1 I Air Rken ate regnired in the mtmrm air symmus. t I I The HVAC syetsm mast provide a means for babuciag air and walm sysattts. I Tempest m Ceanub: [ ] I Each dwelling unit has at keel one thermostat 0a*lc of automatically adjusting the space I temperature set point of the largest zone. i I Electric Systme: [ ] I Separate electric meters arc required fbr each dwelling unit. ramplacmI I [ ] IFkaphom mm be lmu➢ed with Hght fitting non-comobwaUt fireplaw doors. [ 1 I Fireplaces surer be prwlded with a somee of eomhuatfon air,as raptirod by the Fireplace construction pmoWsiona of the B dit g Code ofNew Ya#Syme,the Resddmdd Code ofNew York Syme or I the New Yon*CRy BmildWS Code,a appBable. I Sa*vkc wmer)tleathip [ 1 I water healers with vertical pipe risers mast have a bait trap on both the laid and outlet unkas the I water heater has an imagrat heat trap or in part of a circulating syalem. I 1 I Insulate ciragti0ng hat waler pipes to the keds in Table 1. Circmlatirtp(Hat water Syatnma t 1 I Insulate circulating hot water pipes to the levels in Table 1. 1 I Swimming Posh; I 1 I All heated swimming pools 10011 have an on/of heatar Mich and require a cover unless over 20% Of the hating etargy is fmm 00041Viwhk aomcea. Pons pmmps require a time clock. f Heating and Coding Piphag insdatiam: [ 1 I HVAC piping omrveyimg fluids above 105 IF or chilled Raids below SS OF must be insulated to the I levels in Table 2. err Ir-4-W4 4-W4-�- Applicant/ ' Owners Name:,. . . ���--,�_a J 'Reviewed: o_ � Architect/ te- Cagitteer: e nt&af, buS Submitted: � a? SCTM #: District 1.000 Section: _ 3 Ijlock: �_ Lot: 3$� Project Subdivision Location: /02(a f— . Name: r Single&separate Required certification: (Yes I NQ) �. Rte' R -- Zoningoistricl: 11.olsize: Aclual: � a��/� [L� .�—t--'�-- .�-- I oi cuvcn6c G�.-I'rutxisrd l�l Req, K e9 R ✓ j(ronl Yid Proposed:✓1 [Side Yard 15� Proposed: I [Rear Yard Proposed- Project ro sedProject Description: AGENC3UERMM REQUIRED ROR RBVI+WPermit 1 YM Number K�i� Suffolk County Health Dept, Now York State. D. E:C. i Town Tnistebs Lzf Town Zoning Board approval: Town Planning Board approval: Flood Plano Elevation??? Flood Zone: S ANY ALT094MN OR ADDHTXtN TO r IS SURVEY IS A VIOLATION LOT NUMBERS ARE RFS C TO OF SECTION 7209 OF THE NEW YORK STATE EDUCATIOW LAW °� ��• /am ArWar wNh Bra ST FAR APAOVAL p9 EXCEPT As PER SEcraM 7209 - susawsrow 2. ALL CERTIFICATIONS AAV CONSTRUCTION OF ACLS SiEM'AGE SUBDIVISION MAPA+ H. FEREON ARE VALD FOR THL4 MAP AMD COPES THEREOF ONLY IF a D1-%va5AL SYSTEMS FOR SWX FAA&Y RE•bi DvL'E•S SUFFOLK ° Fq..ED Nd Thi' OFFICE OF SUFFOLK Sap MAP OR COPES BEAR THESOWS= 51Eitt OF THE SURVEYOR amt *9" b the conBlions set (Orth #Web and on the Wt SAsbte TLd4E APPEARS permtl to constrYucf. COUNTY 92� ON JUNE 5,(992 AS 29, ADID17XWALLY TO COMPLY WITH SAO LAW TERM 'ALTERED BY ' MUST BE USED BY ANY AAO ALL SLOVEYORS UT9.OW A COPY O ap OF ANOTHER SURVEYOR'S MAP. TERMS SUCH '1VSPECTED ' AND BROUS HT - TO - DA TE ' ARE NOT eH COMPEMMCE WITH THE LAW. fy \,\ The locallons o1 wells and cesspools \` shown hereon are from Treld obs*wflons and or from data obtafned from others. 'yam �$ IK 'Cn SUR VEY OF O � ' P. ROPERTY �NN ;,;\\`:, AT SOUTHOLD . —'- a " l� TOWN OF SOUTHOLD SUFFOLK COU IVTY, N Y. A \ SUFTOLK C VW - 63- 07- 33 Scale: 1"=40 ' NOTE° Oct 28, 1892 SUBSLWACE SEVA6E DISPOSAL M _ tii.Q SYSTEM DESK-fit �.�prd' 3, 2004 `�`��', 0 K eti' DIE By( Jk?51EPH FLS Wrr4 P-& Apr�21l4 00s 1laloW dd/Ifons) HOBART ROAD AV. ► apJKe +»tams SOUTtlOLO, N.Y. 1197( E7 20C4 tn+w S o} �b- e�. P 1631 - OF NBiy r<r 1 ' ( an's�Aai s e p_ \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES P ESQ y0'Q �\ f su�° i t2 f ry rFy� 5 BEDROOM HOUSE PER�II`f' OI2 APP4:0� 1L 0F CONS'i'Z',;rTTON FOR A Q 5I GLE 'AMID RtDEitiC tiL Y `e -e t s7 NEW SEPTIC SYSTEM , .�3 r. t / a1e� V t�C1*0POOL -t/'Dr 13•I%m 01VII5 C �nnp �. ? �, 5'f,,�,1V i �1 �, c•+'�Q `,+ yat �.- �--. REF. NO 1 041. 0IM6 r£Sr tBoc£ G. 7119104 r FILL ORREMOVE D OSsS2IO RELOCATE ER SERVICE FOAXL4UMJ� FMYfD SAND vi 4 HEDRO(;MS AAV LOAM — — 2'BROWN Sa_TY SAND 4c y\° F NEWY �J _ o„" 6 EXPIRES THREE YEARS FROM'DATE OF APPROV SCE 4• SM _A� e„ _ 4j ARFA� 3(, 7/ yR.p• .MET?c 0 7� 00 �V,b tM,t•'f' SU� 1 r.L i '�-�•Q/I, c.:+��1�) *' �ollm �fnJR11EY`' fp" % �{jvN� Iukl �t-Bv BROWN AND PALE BROWN FMIETO COARSE COARSE SAND SW '9 \ PROPOSEV WORK- O \ ADDITfONOF SECOND STORY DORMER ON BACK HALF N.Y.S. LIC. NO. 49618 OF EVSTM STRUCTURE. COQ fT 0 = EXISTING DRYWELL NO PART OF ADDITION WILL EXTEND BEYOND THE SURVEYORS, P.C. v = WETLANDS FLAG CURRENT ROOF LINE, (3161 765 - 5020 P., O. BOX 909 CONTOUR LINES ARE REFERENCED TO EXISTING CESSPOOLS TO BE kMOVED OR FILLED IN /230 TRAVELER STREET N.aV.D. IIB$91 SOUTHOILD, MY. 11971 ' Ay SAA /GI I GONEGttR5 0R=I WL SRW TO w I[®MARE/5 WEPE fd1AR TPa - a W OL ARE NOf FAOIW'� 'y''qy IL; PYA L5TA21 v. S TYPICAL 4'TE':vl/3'STL PLATE p(+ _ W(4) I/4"LA;J BOLTS /' 1.51M*,P90M STRONG TIE TD) COM ECT111-T"A I,EI,GDR RAFTER TO R106E 3 DIA. )ILFL COLUMN 5GALE: 314'V-F GIRDA GONNEGTI RAFTER TO TOP PLATE `xSY•. --_-- 'S1MP50N-HD CLIPS(U AT EA.STUD . 16"OL. ,� TOPPE GOLUMN USE(5) IOd x 1 1/2'NAILS O EA.END OF CLIP _ + INSTALL 0 16" O.G. ' TOP PLATE TO 5ND L__...18 6A. 1 I/4')(24'MIN,6ALV. _ 'SIMPSON.HH CLIP5(1)AT EA.R R. STRAP TO TIE D STUO TO SILL • 16^OL PLATE TO FINJ -------..--, - �p�- 1 EE(5) IOd x 1 112^NAILS o EA.END OF CLIP _ re'^ ri� TYPICAL HG HEADER ANGHORA6E DETAILTYPICAL PL INSTALLATION N.T5. —� ' PAST GAP INSTALLAnON RAFER TO WALL DETAIL FLOG,,_. J0151- BRID61N6 /g INSTNL u=u,•�i-_%,,IIF HpL as oL. "51MPSON'MT516 CLIPS ^f" • ID"CC USE n) IOd NAILS® EA ENO OF CLIP I� 2060.1 I/4'X24'MIN.6ALV 7 STRAP w 5-Dd COMMON NAILS EA.ENO Ib"O4 —O MAI MIN.&A-V. VU SNDA COMMON "— NAILS EA.CND (6'O.G. ^ 2-dd COMM.NAILS TO SILL RATE 1✓"' I F5111}501,1' TIE PEUM14 _ 50f'F11 I T ON rnz• WJ•— oR115B4aY4.. FURRIN✓51R)>NAILED lJ F I P� i . -=-_`_— — GANT. OVER DN. DETAIL N.T.5 i LIF fI; - Lir . IJaIGrvFn e;Jo DI L4(5TAG6ER FL( 70-NE I/ ' A LAO DO-T5 0 A I )!1 fl C( I Fla CtA ER"46" -- IYf -I \�IJC 31PN'W��Ip plMV, ""In'�E PREVENTION SOUI'tCaIIUVNI �-ODE. -011 € APPROVEDASNOTED DATE: B.P.► T 3S "- r ,A�"x'� NOTIFY BUILDING DEP TMENT AT [ + 5 765-1802 8A TO 4 PM FOR THE (' L� ACF MCiNT HANGERS —_._ IxGANT. OVER 2ND. FL. DETAILS FOLLOWING INSPECTIONS: ALL CONSTRUCTION SHALL I. FOUNDATION • TWO REQUIRED MEAT THE REQUIREMENTS OF E FOR POURED CONCRETE 2. ROUGH - FRAMING d PLUMBMIG CODES OF NEWYORK STATE. 3. MsuLATirm 4. FINAL - GJ'. I-TION MUST ALL CONSTRUCTION SHALL MEET THE STUD TO 51LE PLATE 413E COMPLE!,: CO INSTALL ® Ib" D.G. REQUIREMENTS OFTHECODESOFNEW w YORK STATE. NOT RESPONSIBLE FOR DEG ^DETAILCERTIFICATION OF DESIGN OR CONSTRUCTION ERRORS. NAILING & CONNECTIONS N.T . 'F REQUIRED. PLUMBER CETIFICATION ON LEAD CONTENT BEFORE OCCUPAVY OR CERTIFICATE OF OCCUPANCY USE ISUNI I W"UL SUPPL LDEYSYSTEMUSED CANNOT WATER WITHOUT GI IFICATE EXCEED 2/10 OF1%LEAD. OFOCCUF11 Y PLUMBING qq ALL PLUMBING WASTE c' 8 WATER LINES NEED RETAIN STORM WATER °I INOFF I TESTING BEFORE COVERING PURSUANT TO SEC TION 45-1 OC OF THE TOWN CODE. t WIRMITERSCERVICATE . REQUIRED WIND-BORNE DEBRIS RE6ION kc COVER SHEET FOR 2-5TORY STRUCTURE W/ CANTILEVEF' ` . EDq i '(�v5/(n.�4w••l•y/T SCALE APPROVED BY, DRAWJ BYE DATE, REVI5ED BY 7 'Tq /-^ 01419] �d .......II' 'J QF NEVd�O DiwV1N6 NMBER ; ' S i' I, Rg05271 ICE PRO`TCTEON.IN AREAS WHERE THE AVERAGE II DAILY TEMPERATUE N JANUARY 1525aF(-4O6)OR LE55 OR TABLE 3.l RAFTER/CEILING J015T HEEL JOINT CONNECTION REQUIREMENT5 TABLE 3.1 NAILING 5GHEOULE WHEN TABLE R301�I(U CRITERIA 50 DE516NATE5,AN TGE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED T069THER OR OF A 5ELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT TABLE 3.4 RID6E TEN51ON STRAP GONNEGTION REQUIREMENT5 DEAD LOAD ASSUMPTIONS, ROOF ASSEMBLY 11=10I 1 AND EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES(610mOU INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. IdF mQe GROUND SNOW LO .l]IxT NE5LRIPrILN HR,EER OF N Nl OF 09,bvn $ f 8905212 UNDERLAYMEN TVD HIGH WIND UNDERLAY- ROOF SPAN(FT) coropx Cults eox RAIL x111 srAClxs FASTEST MILE FASTEST MILE MEM APPLIED IN AREAS vJB.KT TO HIGH WINDS[GREAT THAN rMfm/ HINDSPEED( W WINDSPEFD( ROOF FRAMING 110IAPPLE D HITT PER F16UPE RW1F515TANT SHALL BE PITH IEDWITHGORR�IWAALLATIONT INSTRUCTIONS TIO i20 TIO 120 WITH M 13E AP HIRERS IN',TALLATION INSTRUCTIONS FASTENERS 12 24 36 RATER rO Tap HATE(rcE-rWLEo) �e° +-Im aeR anFrtn ARE TO BE APPI.IEV Al i'U<THE OVERLAP NOT FARTHER APART THAN RAFTER PITCH RAFTER SPAN(ft) NUMBER OF 8d COMMON REgUIREp CAPACITY OF CHLIN5.LXs1 TO FOR lute NOF NATER) 4-ee +am PLAN 05r 36 INCHES(414mm)ON I:T N FFR. IN END OF 1 1/4" 20 gage RIDGE CONNEG11ON LEILIN5 JISr TO PARALLEL R4FTER 1FAGEW") 5C£TA&£3,l SEt TATA.E 3l NANH LAP 5TRAIFUJ .4 (PIN 1,2,3,45 LEILIxO,Oi Oft. rA' tt pARnnONE,IEACEWAL-W, Yf IWE 31 YE 7AIAf 3.1 EACH Vr RRgOIAAEHINy��_FIA_, 43 FOR ASPHALT SHINGLES SHALL 312 12 4 4 394 4114 RAFTER SLOPE RAFTER SPACING(in) REQUIRED NJHIBER OF lbd COMMON OR (ALAN EE TO R,AEIER I-AGIT,10i ) Yf TWE 3,4 SEETALE34 pil COMPLY WITH HII .IEGIIIIN, - >> HrN%RIN6 w RAFiFR Ha-HAIIENI 2m ]toe EAlal END 16 5 6 525 645 40d BOX NAILS PER HEEL JOINT �(� �U QL( �( NIM nuNn TO MIN 171L*NAIL ]1n, 31T.1 EAC41Ern 20 6 7 651 607 R44Tt�,@I BA•: ANI,cAF,EI:ASNIL'L�BA`s AND LAP FLASHIHK 24 1 B 1118 9bB CONNECTION I,]S.4Sb �I ` STRUCTURE ��I I���1-1 O� n �CD IN 1 WIND S PROTECTION FASFLN&SOff)(!Lt SWILL BE IN`T I I IJ 114 XORDANGE WITH MANE FACTURERS r I U K L A L V INSTALLATION UL IMILI LH'.,BASE FI A5HIN5 SHALL BE OF 2b B - 919 1129 12 6 II 17 _ FOP,WOOD 5TRUCALTYAI, PANELS aLINI FASTENER -----1 4 FOOT -- e PANEL SPAN -� -' PAN EITHER lORPEx]�CW hf-H �TANI FETA.(X MININUM NOMINAL 32 - - 1050 1291 16 n I�)�� ���� ��_ DEBRIS REGION PANEL. SPAIN 4 FOOT b FOOT WALL. I'RAMIN(" 36 - - IIb2 OHL e. 15 22 J/V \ - - - O.OIg�IN:H(C9en.HmL,IT'I, KNFSS OR MINERAL SURFACE ROLL 3.12 EL SPAN ' RCVFIN6 WFIE'HINo A!UNIT UHL OF 11 POINI PER IW 51 HAD 12 3 3 312 382 192 9 16 21 TYPE (b 7001 <B FOOT 11141 All IV qA6 irw mitt") >IA» III ❑RHfir IPET(344,3?adl. 'Al-l, ,' NINb SLAd_L BE WRRO510N- 16 4 4 41b 510 24 11 22 33 1M'1A6i Al Irl Mccnlre tTHX-xNu,+1 411.1 ".KwI .OImTENI' l RESISTANT M! T=d !41tJU 51'W)MINA 0019-INCH 20 5 5 520 637 -'--- - --'--- - ----------- 1114,111 --------'+m`Rl At0i III ]IMT ]-xsl ",TOT, 0453mmd FIJI-KM TI, 24 5 6 673 '165 12 5 9 13 _ 7kj"°6 Ih" 12' A. It 44,+n>N!x,rF mxa;xuLt,n 1N 1m w•Or. µTLS Ecwr, 2b 6 1 121 592 I6 6 n n ALL BUILDINGS WITHIN ONE MILE OF THE OCEAN, WOOD SCPEHE, _ RN05�2k.�tiV1 eZS. V>I 1 t 1 LININGS 51i�11 BE IN5TA LED IN 32 l B 831 1020 1,m OR n,nnxeeae v+snn AH,NNLEt+I PON 5°8]x4 SIL: ACCORDANCE HOT`MAH!, n(TIARER5 N5r.AIJAlI0NIN5TRU6TIOI'NS5 36 b - 935II41 4d2 ---- - -- --- 3I POR 2*5W BEFORE APPLYING Hliir-1 L, Vk LEY LININ65 OF THE FOLLOHIN& 1`12 7 14 20 BAY5,$ SOUND SHALL MEET THE REQUIREMENT5 4 +e Lanar,l An ,n rLn,,+.es,,wN,.Lzlst ]alba z-1114,] TETE rmiTYPE,SHALL L'E PLRHI 'F°. }12 12 2 3 240 2(15 24 q 11 25 OF "THE RESIDENTIAL GODE OF THE STATE OF NEWYOR_K" IMOD SCR[:H6 I6' 16' 12' 16 3 4 320 3`13 I. FOR OPEN,NV VALLA-, ILL,CHYLI BEATLEAS24 INCHES 20 4 3B 5 54 6500 Fab 12 4 l 10 (INTERNAL PRESSURE) P301.2.1.2 FLOOR FRAMING METAL,NIL VALLEY I (VALLEY BE EXPOSED)FLI ED WITH 24 4 s 400 say CODE SECTION 8301 DESIGN GRITERIA PART (61Gmm)WIDE ANC I ' ANY OF THE CORROSION-RE5151"ANT I6 5 9 14 rw w IWM•F.4:",,1w,r,3^.Id"+,+wa4n.nM+eq I. METALS 1N 1A51 E fb1r,E2B,2 512 r�°per lnr= InrnrMR 40 1515 SAST TO SILL,TOP PLACE OR 5150a+UOE-H ENI 4-m 4Hm PfR,nINT 36 6 1 120 584 19 2 6 II IS m 4xs ut4°c Nx.e rn llri r,T.4„w K""+,m° WJ(N�1W,TO J015i(IOFIWLEn) 1-EG ]-Od EPCN fln 2 FOR OPEN OL VALLEY', VALLEY PLYIN1 OF TWO PLIES OF MINERAL 24 1 M 20 H I°cL hv"lmd rAOCkIN6IO Jahr NOE+wLED1 2-m ]-IW FX41 E1D SERFAGE POLL P.LA!FIW;6,COMPLYING WITH ASTM D 249, 612 12 2 3 216 264 SHALL BE FM1=P.E1ITIEC [HE BOTTOM LAYER SHALL BE 01OV? INTERNAL PRESSURE o I,Ro-„halm r4 Hcc 51RI51LLORtaP Ni-It -IWLFf)1 3w 4-Im EAla,rNncK IF 3 3 2a7 352 WN"M wb M IB INCHES(4.',lmrHU AND THE TOP LAYER A MINIMUM OF 12 3 5 B tl"rCq'141.+KdI°I p"tt' LENSBt s1RIP TO NEM,o-A�E-NAIIYD) awa 4-IM EAUI rnzT 20 3 4 3sq 440 WINDOWS IN 8111LDIN65 LOCATED IN WIND-BOP.NE .Iasi ONIEo58e TO ExAM ttaE4uuEo) 3m TOW M X15T 361NCH014mnUI IPE 24 4 5 431 521) 16 4 1 IU NANI b15T TO. U.ONIN 1'i(rO) 3-IW 4-nd I'Ll"h 51 lJ2 DEBRIS REGIONS SHALL HAVE GLAZED NNL>x+Tar ry slu.aRrurr:(TOE W,uED1 ]-mdH a-Tae pLR Eem 3 FGR GI1,FD VALLEYSNALLEY COVERED WITH 5NIN6LE5). gB 5 6 57053 1104 192 4 a 12 OPENINGS PROTECTED FROM WIND-BORNE DEBRIS a.r r°""'d°d,m"dm""°°"'✓°'"'a, uy All Ue"!t riawmg Wrabm WALLS.LINI111TH ASTH P 2 4 Y PE 11 Oo1H ROLL RoonNs coM- 36 6 , 647 19z 24 s Io Is OR THE BUILDING SHALL BE DESIGNED AS ,a*10 , PLYING Ear ASTM 11124 TYPE a V TYPE IT ENNUI GbdR cryaM1yM� . EAST 3; 1NCHHES M;6111; WIDE OR vA LEY LINING As z- 1z1z lz 2 2 261 3245 21 PARTIALLY ENGL05ED BUILDING IN AGGORDANGE ROOF SHEATHING- DEL,RIECD IN 1TEEI- QTD 2 ABOVE SHALL BE PERMITTED 6 3 3 26T 32T z 3 a 6 WITH THE BUILDING GORE OF NEWYORK STATE. 5Tx(dAl fl UNOLRL',I'EeNT 6OMPLYIN6 WITH A5TM 20 3 4 334 409 I6 3 5 B 5111k HIM p ¢L4 m w vEA w c N E D 1410"o I r asEC rI MEU OF THE UNIN6 MATERIA_. 24 4 4 401 4q0 91z GLAZED OPENING PROTECTION FOR WIND 5111,"v Ixl+tVI,', AJRuw 25 4 5 46b 512 10.2 3 6 q BORNE DEBRIS SHALL MEET THE REQUIREMENT5 b 535 1554 r1i"iY''"'r'' am `""' '�' ' 30 5 6 602 , z4 a a ° OF THE LARGE M1551LE TEST OF A5TME Iqqb AND OF A5TMEIbbb REFERENGED THEREIN. 1'xN,'cF H{LfR '1-L41 &10.! 1(R SNT;M2i I iA9,V.RD CQLELTION RH4ARERHlF AFE BA's ON TIAL Lfl.IR MILLS]l3[f 11E PGUF AlRRT OEV)LOAN(]/3%I(I,sR 1 3 3 5 GCit, INc511CA'IFANG �ANCE "i v woasv�ru�p TnuBOR�vu B�Holvp Rur nn lm lx Ib 3 4 6 3 HEN A LOLLM TIE LS aY,£D IN LI61 Li A Rlp'£STRAP,r1E HREHt GF Im COMMON NHLs REOIIIffD IN EAG1 pn aF n£COLLAR 12.12 .'•1*WRI H4,p.uN: 'AIUVIFc, Sfwu2F5 PLgYRAO'tILU) TP 16.D xm EW.✓£D rlfi r/BIMED NI@RLf eexVLSwnsi�slRM- 192 3 5 1 4 TAdLATED(gNEGTv N xEd RHNE95 ARE N ONAJ-RIg5E 51RAP 5PAGiNS,FOR MFTTIB,T RIo6E 5TRAF SPA0R1`b, EXGEPTION NNI TI£TIH.LATHI VA BY THE APM VTE HURL II IF THE NR1#R OF NNIS IN F H110 OF THE III 5lRN+ 24 3 6 9 E/LHDSG aPGLIAL LRw(LTOx NAFOHAR55REa»REN WOOD STRUGfURAL PANELS WITH A MINIMUM L•y\L,1- 'iNIFATHiNFT s lAazArm lasnl cbrcuRutNTS AzvxeA HRcoE lcle,�rtwas FEET EOR 1�w RacE lElelnz of is EtfTaR Less, THICKNESS OF X(, INCH (ILIMM) AND A „ TTE TAHAAIED VADES�EE PLTMT,®70 M NiTIPJ®m'OW MAXIMUM SPAN OF 8 FEET (2438MM) SHALL 1NAkIRt4 PANS AI NA3 SE MAL YI,V,vS ICE RIIXE 91M,SPAcm m1 I] 16 1 N] ]4 +a 7z BE PERMITTED FOR OPENING PROTEGTION ' H1,4115.1x.RANIs HLTm1w Ino INT, BOO ]m +m am IN ONE-AND TWO STORY' BUILDING5. R' wI - .a•trd m•rrlm TABLE RgG5.2B2 ,y. Al ::(' VALLEY LINING MATERIAL PANELS SHALL BE PPLGUL TO COVER THE 1 ,+ wvlAAsl, mraXT , uxxl atx'IaLi+ MINIMUM GLAZED OPENIN65 WITH AT'AGHMENT I Ir^„N1)1111 ae H1T45tlE3J1) MA ERIA HCKNEss RIGHT HARDWARE PROVIDED. ATTAGHMENi5 5HALL `LV IA'r+t5M L\] (STf:nWLFK.1LNlfi) (INCHES) GAGE (POUNDS) BE PROVIDED IN AGWISDAAC,E WITH TABLE I ,'NAI r-wu _OR SHALL BL DESIGNED TO RESIST a Ir, m )Im PER xEwmr COPPER --- --- I sALUMriLmExsTEeL 0024 2e --- --- THE GOMPONENT5 AND I,[AD )ING LOADS 5 v DETERMINED IN AGGORDANC i hJl"[LI THE FLOOR. SHEATHINGSTEEL COATED 690) PROVISIONS OF THE E'UI, MLI(:' GORE 71N6 ALLOY 0.02 -- - LEAD _ OF THE STATE OF NFL lr UP1'. c'Nt1WA1 pNlLqm TERNE :'lM`It4S M IW o'l3.`EFl]FIF1L GRYMTC n41N I' ICN Im 6•FfSFti'MELT: Irv,chU.htAAy,!�,{AIxIWi FOIL 51. IING1=]S.Mm,IFgRD=0454k9 11 I'NY IN I... ]f] }1111 NR.`•kR%:: T P�Ir:w lyre 3{" 3-111, FOR'u pLUT R9052b3 DRIOKETS AND 5ADDLE5 A CRICKET OR 5ADDLE _ -- SHALL BE INSTALLED ON THE RI76E SIDE OF ANY GHIMHEY 6REATER x I...L.-nxs11,.0.it,enevews NN'Flea nl ne:"xi ave w Rr+zunws wm:i l:ur THAN 30 INCHES062mmil WIDE CRICKET OR 5ADDLE LOVERINI ' r�rvner.I nF.a.R mzn,m+n.Hrke«x,n,w kaev,+ww,°awl++emrw m",mw+arc vwlan+nm.m n°rw.mmu"cc..xn..:.;,-xw SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF 'P• w+l"ern m:.mnrne,w°vnn' COVERING - yf nlT*hf,MIM1u5 Wa uA"Y.76+rUQNS,If 1MY^IW Xt@:[1'IV#SYWl T 1HaTfi,TO tE:R{f,:1P:O,Yd W:L Rft I6tT '.s. I .+'•n...wN:„,7u,,:11«r wxr,:x.IwsH1,H».R�.,.w,Aa1"w1rF.oex rtirx,,.°I1..w.��."11h GENERAL NOTES: I R9052.b45IDEWALL FLASHING FLA5HIN6 MAIN5T A VERTICAL T 51PEHALL SHALL BE DY THE STEP FLASHING METHOD!�tL_`r.`kIE_1TIIING NOTE`l. LN?ER�zol�- 160.6.RAFTERn7�ssPAcirle ACI_ MATERIALS, ASSEMBLIES, GONSTRUGTON AND EQUIPMENTS R -4I Yl 1011 fwx HALL, NAIL.5PA6TN6.PANEi EDGE-bd COMMON 96"06. SMALL CONFORM TO THE REGULATIONS OF THE NY5 UNIFORM RAI OTHER FLA5HIN6. FLA5HIN6 ASAIN5T A VERICAL ,AT1 A�ALT) INHEw4FDIATE swPoal-ed COMMON 0 12'OL FAIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION FRONT WALL ,A5 WELL AS SOIL 5TACK,VENT PIPE AND CHIMNEY PERIL4F-TURR�_6E_Z(JjVE- Ib"OL.RAFTE'MRIPS SPACIAL FLA5RN6,SHALL BE APPLIED ALCCRI2ING TO ASPHALT SHINGLE 4 NAI-5PALIN6-PANEL EDGE t NTERMEOME SUPPORT G(ODE, APPLICABLE PROVISIONS OF ALL REFERENGED STDS., AND MANUFACTURERS ' USE ed COMMON a 1 LOCAL GODE5 HAVING JURISDICTION. lRlN_ :,II. MLN,=N,J INTERIOR ZONE:- I6"OL.5TI V 5PA6INLF (CAN nE Ind HAIL 5PACINCrWAT.PANG-btl 0 I6=06 2. WdORKMAN5HIP SHALL CONFORM TO GENERALLY ACCEPTED GOOD Ex15 NAILS A:,ALT) INTERMEDIATE 9UPFORr-aA COMMON III, 12°O.C. PfRAGTIGE IN THE APPLICABLE TRADES [, pL)/-i , q 4'Eug_zONE-UL'Oz,.51L175PALIN6 TABLE 8301.4 D�J �IV L NAIL SPAGINSPArEL EDGE t INRi-Bd T.SEPOCOMMON e I6'OC 3. ALLL DEMIN51ON5 5HALL BE CHECKED IN FIELD BY CONTRACTOR MNIMUM UNIFORMLY 015TRIBUTED LIVE LOADS - Rg052.5 FASTENERS. FASTENERS FOR ASPHALT 511INCLE5 50ALL BE PRIOR TO ORDERING MATERIALS OR COMMENCING CONSTRUCTION. (IN POUNDS PER SQUARE FOOT) 6ALVANIZED STEEL,STAINLE55 STEEL, ALUMINUM OR COPPER ROOFING ' FIIELD VERIFIED DIMEN51ON5 SHALL TAKE PRECEDENCE OVERUSE NAILS,MINIMUM 12 GAGE [OJO51NLH(261mi 5HANK WITH A 5CLALING. NOTIFY ARGHITEGT OF CONFLICTS. EXTERIOR BALCONIES LIVE LOAD FLOOR MINIMUM 3%11101 (95mm) DIAMETER HEAD,A5111 F 1667, DECKS, 40 LIVE LOAD 40L B OF A LEN611 TO PENETRATE THROUGH THE ROOFING MATERIALS AND A 4 ALLL GONGRETE SHALL BE MINIMUM FL=3,000 P51 5TREN6TH AT ATTICS WITHOUT STORAGEn 10 DEAD LOAD IOLB MINIMUM HE %q INCH( ATHINRlmi INTO THE ROOF % INC HIN6. WHERE THE ROOF SHEATHING IS NET IRAN /4 INCH(1 HE 5H) 2fb DAY TEST. ATTICS WITH STORAGEto 20 TOTAL LOAD 50L8 THICK, THE FASTENERS SHALL PENETRATE THROL'6H THE SHEATHING. ROOMSOTHEREFP ROOMS FASTENERS SHALL COMPLY WITH A5TM F 1661, TABLE R301.2(I) 5 AU_L FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A SLEEPING ROOMS 30 STAIRS 40� ROOF GLIMA LIG AND GEOGRAPHIC DE516N GRITERIA MINIMUM BEARING GAPAUTY OF 3,000 LB. PER 5,F. GUARD RAILS AND HAND RAILsd 200 RgO52b ATTACHMENT, ASPHALT 5HINGLES SHALT- HAVE THE GROUND SNOW LOAD 4',1 3 MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE SECURED TO THE b ALL PLUMBING SHALL BE IN ACCORDANCE WITH NYS AND wa sl;IxLw lER smAReE FOOT:001,401 sauARE Irex=wx,"] DEAD LOAD IOLB ROOF WI Ni NOT LE55 THAN FOUR FASTENERS PER STRIP 5HIN6LE OR TWO WIND SUBJECT TO DAMAGE FROM P LGDGAL CODES. ,1aen=a4sx FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS a Ci£VA1Ea 6THA FtIX1R5 SHALL Q4 LPPA&S Li SFSIXtnWi A 2p0.?FYARp ID,N - ICE SHIELD 0STO NE T RICCIF NE TE N AOA, WIND LOAD l^WF'L FT OLD, 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20.12), 1. L=LEGTRICAL SHALL 8E IN ACCORDANCE WITH N.EG AND R MITIMA STAR ROME W. xor I R 31MIrz n p ORIS SPECIAL METHODS OF FASTENING ARE REQUIRED. 6R0'UNDI SEISMIC HINTER UNDERLAI x. 1ro1v1aA1 STAR slue W.oE.,levm Eqe LPL 1xlwsw.r ms1RIanEO uvE SNOW DE516N FROM UNE HEATHER INTENT IIocu CI£RTIFIED BY NYE BOARD OF FIRE UNDERWRITERS. LOAD OR A 30,2-rou+O caxeBrrRATTD Iuw AenlK Rae Aro APEIA Opo smmE IINJHB, HUC IPAR PRDwCEs THE 5RIDIER 5t^..._. SEISMIC EXCEPTION: ASPHALT STRIP 5HIN6LE5 SHALL HAVE MINIMUM LOAD 5PEEPATNI LATER60RY9 WEATHERIN6 DEPTHb TERMITE. DECAY° TEMPT REQUIRED IRZAIRDSh d A51 caxcanRATEo Irmo A'PLIED IN ANY PHRE67IO44 AT AW NOW ALONN TIE 8. ALLL LUMBER SHALL BE DOUGLAS/FIR NO.2 OR BETTER, MIN. TTIP� (ATE60KY "G" (LXEMPF BA5ED ON OF SIX FASTENERS PER SHINGLE WHERE THE ROOF 15 IN ONE OF I' ° ATITI wxsTra.e,Eo HT1,NOON TRINES slue HE LA96 EO IN ACCORDANCE HIM THE FOLLOWING GATE6oRIE5. as Ito G SEVERE 3"-0' 11 REOURED wA F55=815 P51 UNLE55 OTHERWISE NOTEL). 5rznaxReoz,m. "RE5IDENTIAI_ CODE OF NEN YORK STATE" f xE SEcncmREo]aI EOR NECKS AnAUEN lO exlERla+w.u.5 SEG TION 830122 (SEI5MIC. PROVISIONS) I. THE BA516 WIND SPEED PER F16URE R301,2(4) 15 FORST I POUND PER FOOT=OO41qkN/mi MILE PER HOUR=1609km/n 9 AI_L STRUCTURAL HEADER5 TO BE (2) 2"X6" UNLESS OTHERH15E EXCEPTION TIO MILES PER HOUR (171km/n) OR GREATER AND THE EAVE A. WEATHERING WAY REQUIRE A 1I611TER 5TRENI CONCRETE OR SPADE OF MA50NRY THAN NECESSARY TO 5AT15FY THE STRUCTURAL RECAIDEPIENT5 OF THI5 CODE.THE WEATHERING N0TED 15 20 FEET((2096mm) OR HIGHER ABOVE GRADE, COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX(I4.,'NEOLI618LE," °MODERATE'OR •SEVERE")FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP 2. THE BA96 WIND SPEED PER FIGURE R301.2(4) 15 [FI61JRE R 3OI2ELA THE GRADE OF MASON UNITS SHALL BE DETERMINED FROM A51M C.34,C55,6 62,L 13,L 90,L 129,G 216 OR C 652 10. ALL FRAMING SHALT BE DOUBLED UNDER PARTITIONS, P05T5 120 MILES PER HOUR (193kri OR GREATER. B THE FROST LINE DEPTH MAY REOUIRE DEEPER FOOTIN65 THAN INDICTED IN FIGURE R403.10).THE JURSDIGTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM ANNE) AROUND ALL OPENINC75 3 SPECIAL WIND ZONES PER F16NE R3012(4) DEPTH OF FOOTING BELOW FINISH GRADE / T �j �7 Q p r /� G THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE KITH -VERY HEAVY''MODERATE TO HEAVY,'OR'SLIGHT TO MODERATE' IN ALI 0FDANCE 11, ALL IAVAG EQUIPMENT SHALL MEET REGUIREMENI5 OF THE REFERENCE STANDARD FOR WIND-BORNE DEBRIS REGION WITH FICDJRF, R3o12(b)DEPENDING ON WHETHER THERE HA5 BEEN H15TORY OF LOCAL DAMAGE. N1Y5 ENERGY CONSERVATION 60N5TRUGTION CODE ROOTS, -{' D. THE J1RI5DIGTION SHALL FILL IN TH15 PART OF THE TABLE-WITH 'MODERATE TO SEVERE; "5L16HT TO MODERATE,•OR'NONE TO 5LI6FI1'IN ALGORDANGE WITH FIGURE DESIGN OF HE 5TRUCTORE '( 0 1\ 'F°A�, COVER SHEET FOR 2-5TORY 5TRUGTURE W/ CANTILEVER R3012(il DEPENDING ON WHETHER THERE HAS BEEN n HISTORY OF LOCAL DAMAGE. 12. HANBITABLE 5PAGE MUST MEET E6RI55 REOUIREMEN TS PER. `' D. H,\ E. THE JJRI5DI(TION SHALL FILL IN THIS PART OF THE TABLE WITH THE HIND SPEED FROM THE BASK WIND SPEED MAP[FIGURE R3012001 WIND EXPOSURE OATER£ORY _� , 4Gr ' =r '�1,7% SHALL BE DETERMINED ON A 51TE-5PEGIFIG BASIS IN ACCORDANCE KITH SECTION 830121.4. NYYS CODE SECTION 8310.1 , MIN :1 S.F. OPENING ON FIRST W I_d[JOL_d_t_L i G�F RE55;1KE RATING F. REFEE TO TABLE NIIQ12, WINTER QUOIN R B M RE' FLOOR WITH 20" MIN, WIDTH AND 24" MIN. HEIGHT, Sf S.F. pRAHH nr• T - A ER AN FOREST A APR IATION AFd A S OPN THE 2ND FLOOR, AND HAVE A MLI_ HEIhH1 RIOT ML RI. I) M IG E5 AND E A550G ( P ) G. THE J1R15DIGH0N 5NA11 FILL IN THI5 PART OF THE TABLE WITH THE SEISMIC DESIGN CATEREORY FROM SECTION 83012.2.1. PATE w ' H. THE.URISVIGTION SHALL FILL IN THIS PART OF THE TABLE WITH(Q)THE DATE OF THE.l1RISDILTION5 ENTRY INTO THE NATIONAL FLOOD WkIRANCE PR06RAM(DATE OD ADOPTION TH1AN 44 INCHES ABOVE FINI`NED FLOOD 141TIOWS WHMN AlO.Or C/OI k`' WOOD FRAME GON5TRUCTION MANUAL FOR ONE AND TI^� '�-:'.✓ alAlI IIFCI JIR EXGEED DL`_,:,`A PRI-FGRE T ' OF THE FIRST CODE OF ORDINANCE FOR MANAGEMENT OF FLOODHAZARD AREAS),b)THE DATEM OF THE CURRENTLY EFFECTIVE FIRM AID FIBER,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE o RATIN,OI-3OID,S R FAMILY DWELL IN65 0,15 EDITION). Yp, 01419= COMMUNITY,AS MAY BE AM ENDED. 13, HIMPOW5 AND DOORS SHALT_ BE HFA I HER STRIPPED AND ALL.OTHER.WINDOWS 5H01 L IF EE OR SOF N E`I M I SEE F16URE R3012(5)FOR 6ROUD SNOW LOADS G/AULKEO F=<LTTE DEs164 PRESSIPIPATINE OF 25112,5.1'. DRAWING NR'®ER+ ' I, L 33'-0' 5UN_PORGH $ o i DOUBLE BOX BEAM ODER BAY LI OF IEYI 2ND FL.ABOVE LINE OF NEVI 2ND FL.ABOVE i BREAKFAST — — — — ——— - - — — — —— 5 1/4'x II VH' ML, 5 1/4'x II i/H'ML EXISTS.GDR. / \ HEAT/� Dhl SINK ' UNIT ti ti 18'-0' 10'-0' d o 201-o• 0 DINING ROOM Is'-°• 4 a' V n'-5• 0 '^ KITGHEN / ry EXISTG. 2' x10" FJ O 16" O.C. N BED ROOM 10N ry W GARAGE o'6 MAX, RISER LIVING ROOM 8 I/4' i MIN.TREAD q' � z / EX15TINS CARPET TO BE b_ LIBRARY ;' i, / IR /� / RE-INSTALLED — — —— — — — — — — — — — —- �— / KI.GLO. BATH / w / /Ti'/ n 2ND FL.ABOVE EXISTG. 2" x10" CJ O 16" O.C. T-B' d- BATH '" ,O RREEOVLLMBINS SE KI.GLO. 4 BATH n _ a V Q V O O O o DFN m o BEI) ROOM = N U N r % N W Ib'5' LOWER LEVEL FLOOR PLAN scALe: va•=r-o• <ron DRENNAN_RESIDENGE 5gm10--Laly SCALE A5_NOTED APwoveD eY. ' DRA EY. P.WOOD DATE. 3-24-04 PREPARED BY: ED MILLER ARGHITEGT \ eoFaN��� yO 33 COVENTRY AVE. MASTIC, NY LONER-LEVEL-FLOOR-PLAN DRAB iof5 B TO'-10' 2'-0' 5'-1' 1'-1' 4'-0' 4'-0' II'-31n' 113112' 4'-0' -0' 10-5 In' 5'-I I/2' 2'-0' G BUILD OUT TO DEPTH OF BAY WINDOW BELOW A 2'-II In' V-4' 6'i' 2'-11112' NOTE: 2046 4046 GLARE 2046 qa \ / 1 PROVIDE GONTINOUS 2"X6" BOLTED TQ \ SHLVS. SHLVS. / Q TQ ) 1 3/4"X 9 1/2"" ML(FL _ 0) 1 3/4•X-1 I/2""'ML.F US - _ I TO RAFTER5 WITH 3yz' CARRIAGE (3) 13/4"X T I/2"" M .(FLUS - (3) 3/4"X 9 I/2"" M.L.(FLUS — — — — — I BOLT5. TYP. @ BAY WINDOW5 2'0 12'-b' \ uJu• / 2'_6• 2._ 4'-11. 1 (2 LOCATIONS) 8 BOX WINDOWS 4" 4 II AT GENTER MULLION. ? 06 ® � o ry � oN4 � ® tla — \ c / a ® o SII 2` ® a 0 o ti ® - ED ROOM SER" _. h4.',._ _ \ SITTING A RE / DROOM TOM'S STUDIO o \ � ® / � � \ 1 N M N N \ Of NOTE: \ I 26 1 ALL WINDOWS TO BE "ANDER5EN", —I— � - - --- BAT I VERIFY E6RE55 REQUIREMENT5 ,�a"FGd.:"LVrr \ / EXPOSED EXISTS. J�S/� �-VG5 - 2° Q BATH BRICK OF WINDOWS BEFORE ORDERING. LINE OF EXI5TINS WD.RIDGE \ / 2' m WINDOW5 TO MEET REQUIREMENTS OF 120 A.P.H. NIND Z NE p o sB ELEE EV AN Rr ®s.D 0 DENOTED ON COVERO5HEE-T. r - ------_ -__LINE OF T'-6" 7-- -Q N ® I CLO I m I OPEN TO BELOW � \ 5'-O"HIGH WALL / \ -Lz: 4' \ \ / \ 12'-0" 3'-0" 5'-0" 5-1- 4' '-0'4 // \\ 4• 4' 4' // 4LX15TIN UNFIN 4•\\ / UNHEI INS UNFIN. \ // UNNEATI�—D ATTIG \\ I / UNNEY\TED ATTIC \ \ I I II I I I I i I I I 11 I I I I Ij I I 1 II 11 I I II j WALL LEGEND -- - - - EX15TO.WALL TO BE REMOVED NEW 2X4 OR 2X6 STUD NAL 0 16'O.O. EX15TG.WALL TO REMAIN U I I I II II II 11 II L _ — — 1 NOTE: LL--- - - - - - - - - - - - -- - JJ L --- - _ - -_ -- - - - - - __ _- ALL TRIM TO NAI AT LMNS ROOM UPPER LEVEL FLOOR PLAN 5GALE: 1/4"=1'-O" MIGRONAVE SHELF O UNDER CA - - LIGpiT BINET 5INK 1" STAINLESS STL. r LJ r AUGET DOSE NECK r O O � SPACE FOR UNDER COUN R REFRIDGE. I ON—FOP, ELEVATION SECTION " �� \ cALvcspS NOTED v)� NNP�N_RESIDENGE ��PAM CyT, DR 6 HOLD Y d, 4- - _ _ _ SCALE:_ 7✓ .'•_._... ___.__._._..__._ __ __ DRAWN BY. P.WOOD 9 * DATE3'-24-04 _ 4,4/97 Q` PREPARED BY: D MILLER ARCHITECT BUTLEPOJ PANTRY DETAIL5-1 \9TF ° 33 COVENTRY AVE. MASTIC, NY \, OFNO 5GALE: 3/11 '+.e DRAwwe NMeER: UPPER-LEVEL-FLOOR-PLAN ,-,Fb EXI5TIN6 ASPHALT 5HIN61LE5 — DD EXIsnN6 sTRVONXtE ' FRONT ELEVATION PLAN 51-ALE: 1/4'=I'-O' EXIST5.BRICK CHIMNEY FYPON PANEL FRIEZE BD. 1.2 6 ALL FASCIA t TRIM TO VINYL SIDING MATCH EXI5TINO — A5PHALT 5HIN54.E5 FRIEZE BD. BIB BE] 111111111111111111111111 Jill il 11,1111111111111 11111111111111111111111111 . 111 illirmllillillillill EXI5TIN6 ASPHALT SHINGLES REAR ELEVATION SCALE, 1/4'=1'-O' DRENNAN_RESIDE:NGE TOVNiTA ail . C 1 xALE:AS-NOTED nPr+awev m, vw,w+m: ( ) PATE, 3-24-04 PREPARED BY: EDMILLER ARGHITEGT -1 014797 yo¢ 33 COVENTRY AVE. MA5TIC, NY OF NEA ELEVATIONS 3 OF EXISTG.BRICK G141KMY ASPHALT SHINSLES I ALL FA5CIA 4 TRIM TO MATCH EXISTING I I v1NTL sIOING , i i EXISTING 5TRUG70EE RIGHT 513E ELEVATION 56ALE: 114'=1b' ASPHALT SHINGLES ALL FA5CIA t TRIM T MATCH EXI5TING zI GRAPE EXI5TING 5TRUCTNRE LEFT SIPE ELEVATION 5GALE V41=Ib' DRENNAN_RESIDE:NGE TOW13A A5-NOTED APPROJED W, wr-; pAIE, 3-24-04 REHISEJ)er O PREPARED BY: ED MILLER ARGHITEGT 33 COVENTRY AVE. MA5TIG, NY 9TF°F N PIN ELEVATIONS 4 OF 5 RIDGE VENT XI ISTINN55 2'X 10'YOD. RID61E 3000 ASPHALT SHINBLE5 R-3H IN5UL. (2)LAYER5 15t FELT PAPER R- 38 INSUL. I/2'PLYND. SHEATHINS 2x10 L J.OIb OZ. - 12�2 2x10 O J.016 OL.2"% 10"R,RII6 OL. (2) 2"X6'SOLID BLOLKIN6 .Ma HURRICANE CUPS• EVERY J015T UNDER 6L6. J015T5 TYP. EXISTIb" NOPASUA ROOF OOF S I/2° 6YPbD. (2) 2x6 TOP PLATE 24' SOFFIT wNENT EXI5TIN6 RI/2'6YP.BD TE sTw2cTURE R-ZI INSULA VINYL SIDING 55TTRUGTURE C3) 3/4"X 9 I/2" ML.(FLUSH) SLOPE LL65. ONLY R-21 INSUL 'TYVEK" OR CCWAL SLOPE CL .ONLY PLAYROOM :; 1/2 PLYW. SHEATHING BEDR00 R-1R INSUL, SEE RAFTER HALL 51TT NG A P § 2"X6 ' 5TUD5016OZ. TIE DETAIL EXISTING SUBFLOOR EXISTING 51JBFLOOR EXI5TIN5 UNDERLAYMENT APPLICATION Li ROOF EXISTING 2x10 FJ. 0I6 O.G. sTRUCTURE UNDERLAYMENT SHALL 6E TWO LAYERS EXISTING 2x10 FJ. 016 OL. APPLIED IN THE FOLLOWING MANNER. APPLY A IH'STRIP OF UNDERLAYMENT FELT PARALLEL WITH S 5TARTI%AT THE EAVES,FASTEN WIGIENTLY TO E x I ST I NO HOLD IN PLACE STARTING AT THE SAVE, EX I ST I N6 APPLY 36'WIDE SHEETS E UNDERLAYMENT, FOYER N5 LIVING ROOM FASTENOVERLAPPINC SUCCESSIVE SHEET$19' d FOYER DINING ROOM FASTENED SUFFIGIENTLY TO HOLD IN PLALE, USE CORRO510N RE515TANT FASTENERS EXISTING / OVERLAP NOT FARTHER APART THAN FLOOR ST"'ST'NE IC VOL EXISTING FLOOR STRXISTIN ICE PROTECTION AN IGE BARRIER THAT GON515T5 OF AT LEAST -' TWO LAYERS OF UNDERLAYMENT DEMENTED T06ETHER SHALL BE USED 6 IN LIEU OF NORMAL UNDERLAYMENT 6 EXTEND FROM THE EAVES FOSE TO A POINT " Ex 1571 NC AT LEAST 24' INSIDE THE EXTERIOR WALL LINE EXISTING OF THE HOUSE. BASEMENT BASEMENT 5EGTION-A !YALE: 114.4-00 5EGTION-G !YALE I/a'=r-o' 12 -'2 EXISTO. ROOF 0) 1 3/4'x T 1/2'ML i ` --EXISTO. RAFTER �cl 211X 411 2 11 X/ 611 --NOTE, HAN6 551DE5 OF BOX PLY=FSHEA I=TTER5 WITH w.c z uv. T T/v 2 uv. na 2ND ROGR , ,/�' 1 1/2' G.D. 1/2' , 1/2' +. ' RAFTER TIE DETAIL DNdNG UNE SLAP: 3/4•=11'-O' 6RAPr . ru $CNIM,idYT4�'uP0'�0 +' . TRAP PLUMBING RISER DIAGRAM N.T.5. -' DRENNAN_RESI DENCE SECTION-8 " <, LQVES_ELY RD. NHD Y ,•:. J. APPROVED BY. � � . 6cusA5_NOTED ow.lt+ar, P.WOOD Revl�By rF.� PREPARED BY: I=D MILLER ARGHITEGT rF�F NE`t'T�O 33 COVENTRY AVE. MA5TIG, NY SEGTIONS,D)=TAILS ss TO SWITCH AT LOWER _ HALL A5 DIRECTED BY OWNER _ — __ _ 2046 4046 P CTURE 2046 \ — — — — r — — — — _ — _ _ _3045 -- - - y- - - -3045 - -8036- - -�`y—/lL' /\,L f3a45- _ - 3046- - - = _m_ _ _ _ _ _ _ _ _ 30�_ __ _ - - - - - - - , SOA 3046 -H4- \\ bI //-EW/ W '�j�Ab 3pg5 \II"" Wl YYT (3) 13/4"X'1 1/2"" M--,(FLU I 1 - I _ LEX OU LET \ AS LOUDI GTED BY OWNER / \ II FOR F�1NRE PLASMA T.V. \ I — rt — \ \ _BED ROOM n - SITTIN6IAREA 26 II - - 1' 5 ;G+CQI�I / � BEDROOM \ // TOM'S S UDIO qp® \ II ® _ - 5.�. / S.D. — — — /� / — — \ S.D. I qp — I t -I- t - - - - - 16 BATH I BATH 20S.D. \ \\ T `\ /// \\ \ ` i \ / / 2� � = fKTDit h — — BUTLERS PANTRY— ®40.� / — / i _ SEE ELEV:I CENTER IN ROOM \ DHy-} ♦s A N —LI k T'-b" SPLAY \ T 2° 2° 2° �I O / _ - - - - I ^ 3 ! 43h ®— CLO \ 6I /T OPEN TO BELOW 5'-O"HIGH WALL 71 EX151'IN6 U�FIN. \ K/ EXISTIN UNFIN. \ / UNHE \TED/ATTIC \ / \ UNHEAT D ATTIC \\ I/ I II - I II 1 lI I \ I I NOTE: jPROVIDE TELEWW 4 CABLE w A5 DIRECT®BY ONNER 11 Ij II I I I II _lELEGTRIGAL LEGEND: I i I I T1 HIGH HAT NSE W.P. FIXTURE AT TUB AREA) 1 1 I mill- HEAT LIGHT COMBO/SEPARATE SWITCHING FIXTURE AS SELECTED BY OWNER L - - - - - - - - J L� - - - - - - - - - - - - - - - - - -- ='J L - - - - - - - - - - - -- -- - --- J =E) DUPLEX OUTLET =8I DUPLEX OUTLET TOP PLUG TO BE 5WITGHED Pr SWITCH 3-NAY 5WITGH PUSH DOORS TIED INTO LIGHT WALL PLATES BRA55 TO MATCH FIRST FLOOR OUTLETS IN BASE MOULDING PLATES TO BE WHITE 5WITCHES t OUTLETS TO BE WHITE NOTE: UPPER LEVEL FLOOR PLAN ALL SHITGfeFOR HIDNHAT5 TO BE Dlm"Qi 5 5GALE: 1/4"=I'-0" a ul I I R _ REHANG EXIST LIGHT FIXTURE OPEN ABOVE FOYE O BATH 0 0 D_ D._ T O _ O DRENNAN_RESIDENGE �/ DALVE5_NELY�RD, SOUTHOLD .Y P _ )C? " <Fy`�T��, ee,L ,AS_NOTED IIz♦=�/I '`tel=.:iJ..: ___ _.- DRAWN Br: P.WOOD ,I �} DATE--3-.24.-04 - '. I H—'GQ. - _ - REVISED BY . ( ) 014797 oe,; PREPARE: BY: ED MILLER ARGHITEGT PARTIAL LONER LEVEL PLAN :540FN � 33 COVENTRY AVE. MA5TIG, NY 5rALE' 1/4n4-0" ELEGTRIGAL_PLANS DRAWING NRIBER.