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HomeMy WebLinkAbout27713-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29871 Date: 11/26/03 THIS CERTIFIES that the building ADDITION Location of Property: 880 WATER TERRACE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 6 Lot 13 .25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 13, 2001 pursuant to which Building Permit No. 27713-Z dated SEPTEMBER 20, 2001 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 COVERED PORCH ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to CHRISTOPHER & GERALDINE BRODARICK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Autthorized Sign 0 re Rev. 1/81 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. 27713 Z Date SEPTEMBER 20, 2001 Permission is hereby granted to: CHRISTOPHER M BRODARICK 196 GRANT AVENUE ISLIP,NY 11751 for NEW CONSTRUCTION OF A COVERED PORCH ADDITION TO AN EXISTING SINGLE DWELLING AS APPLIED FOR. at premises located at 880 WATER TERRACE SOUTHOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 013 . 025 pursuant to application dated AUGUST 13 , 2001 and approved by the Building Inspector. Fee $ 150 . 00 Authorized Signature COPY Rev. 2/19/98 1 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 4 This application must be filled in by typewriter or ink and submitted to the Building Department with the following:' A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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 anusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. l l 05 New Construction: yOld or Pre-existing pBuilding: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: C�P,6TDP 60P—ACO %,J C t QO'31AV6_1tQ< Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept, Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted; $ pplicant Signature BUILDING PERMIT EXAMINER CHECK LIST /fe j DATE REVIEWED: 03/01 .DATE SUBMITTED:F/13 /01 APPLICANT NAME: SCTM# DISTRICT: 1,000 SECTION: 'C2� BLOCK: 6 LOT: 13 aS t�titZ STREET: 88 CITY:Su—,�-kolh SUBDIV.NAME: PROJECT DESCRIPTION. G`)ems► uo-r„ J a cc s -,J 11C1�O ARCHITECT/ENGINEER:_to rA-rJbf\ FAST TRACK? t S SINGLE&SEPARATE CERTIFICATION-REQUIRED? N° NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONING DISTRICT: At C CONFORMING?'60 3a►a3� REQ. LOT SIZE: o oo® ACT. LOT SIZE: REQ. LOT COV. ad% ACT. LOT COV. 8 d REQ.FRONT PROP. FRO -CT=/3 REQ SIDE 5 ACT. SIDE c9-R REQ.REAR a PROP. REAR - /, -”15 �5 WATER FRONT? ® DESC I N: PANEL #: I 1,q FLOOD ZONE:, ✓ 9 e •rte pcoper*vy csu'c4 vY rn * n o c vs} 1 AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS REOUIRED: SUFFOLK COUNTY HEALTH DEPT: YES or O, EKED#): DTE:_/ / PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES 0,10 NYS ENERGY: YES OR NO �� 9E- EGRESS (18 H min.?4 sq total) VENT (SQ. FT. x 4%) LIGHT(SQ.FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BPS 00 -Z/C/0 Z- , QeaJ I.O 00,' � HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: i FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR : �1 0 6 SF SECOND FLR : SF INIT OTHER TOTAL TOTAL: 0A SF FEE FEE FEE 'OT d SF - — SF)= SFX$ _$ — +$��c� +$ — _$ /S� ✓ ( 6 ) (�— STATE OF NEW YORK ) ) ss: COUNTY OF SUFFOLK ) being duly sworn, deposes and says: That deponent is over the age of 18 years and resides at l2� H N �y 9 AVS PLTCj1dQ( .N i i X12 That on the 2 day of&6Q ST , 2001 deponen architec n ineer licensed by the State of New York, hereby states that s h1 accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- 8g- Olio 71342 , street address ayo WA-TE& Jti K Act �100TA cLIP� N.`f• 11911 r 47= A�4a hitect/Engineer Sworn to before me this 2001. Notary Public N&0187'OMM,t3 tm County CMM*Won Expires May 24,200% cc: Applicant J- A a�TCP/�+{ 77 BUILDING DEPT. INSPECTION [ ] FOU ATION IST [ ] ROUGH PL66. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: a.., Ae In— azz: DATE aINSPECTS suauiNa DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL66. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING FINAL [ ] FIREPLACE 8 CHIMNEY REMARK DATEA1711)3INSPECTO Ji FIELD INSPSGTION REPORT t1ATS `a` COMMENTS FOUNDATION 1 STY BIONol =— (2ND)T—== — --- --__ —_=----------- -------- -- ROUGH FRAME Alm �Q PLUMBING p .� (�! INSULATION PER N. Y. STATS ENERGY CODE L FINAL n ADDITIONAL COMMENTS: 1Jc.► �1.�..s Sas•rc o'er R w�.a/ �l �� C/�Rr a i H O� � TOWN OF SOUTHOLD BUILDING PERMIT APPUtCATION CHECKT IS BUR DING DEPARTMENT, Do you have or aced the following,before apply* TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sate ofB Plans TEL: 765-1802 Survay PERMIT NO. 2 72/3& check-4t 1 o'L Septic Fenn NY.S.D.B.C. T'rrrstees Examined. 120OZ_ Contac Approved 10 20 IV Mail to: Disapproved arc Phone: is n m R Building Inspector 3 2001 LjI APPLICATION FOR BUILDING PERM= o;AT DateOF 20 OUT1ipLo INSTRUCTIONS a. This application MIDST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commencod before issuance of Building Pemrit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permdt shall be kept on the premises available for inspection throughout the work. e.No building shall be ooc*od or used in whole or in part for any purpose whawo-aver until a Certificate of Occupant is issued by the Building Inspector. 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, (Sivisture of applicant or name,if a corporation) 9go U 47ZA 7-6e e0- JO)Tyoco (Mailing address of applicant) State whether applicant ' owner, , agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Cfttb-tDP4E� A dROQMRICK (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. 'V / A Phtmben License No. N I A Electricians License No. N /A 1. Other Trade's License No. N / A 1. Location of land on which proposed work will be done: g so WATER. 50U f HOL-l) �. y Il q '1/ House Number Street H _amlet County Tax Map No. 1000 Section-Block �P Lot l3 � Subdivision ANGEL 5 N0 RRES Filed Map No. Lot (Name) i�RP )i innn- d51$, nn- nib < State existing use and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy l b. Intended use and occupancy orC�, W rcttr �� hovs� Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost Fee (to be paid on filing this application) ff dwelling,number of dwelling units 1/J/A Number of dwelling units on each floor N/A If garage, number of cars N/ A r If business, commercial.or mixed occupancy, specify nature and extent of each type of use. I V/� Dimensions of existing structures,if.any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear pepth Height Number of Stories. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot Front Rear Depth 0.Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 0 3. Will lot be re-graded ND will excess fill be removed from premises: YES 4.Names of Owner of premises QROOAI'VA Address `d$0 �r� T ArE Phone No. �IcS 37 17 Name of Architect Address Phone No Name of Contractor 77— Address M A Phone No. N A 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale,with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK) SS: ;O TTY OF being duly sworn deposes and says that(s)he is the applicant (Nuc a of individual signing contract)above named, S)He is the o.) f 4 / (Contractor,Agent,Corporate Officer,etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief and that the work will be erfonned in the manner set forth in the applicationfiled therewith. Iwom to before me this _ ?L day of 20Q4" 6Z Lad2,0 �_ Notarylic Signature ofApplicant TNN ry 5�p6er a ss- v JOB No. 00-27 TAX I.D. No. 1000-88-06-13.25 LOTS 6,7,AND 8 WATER TERRACE [ 5011 R-26.017 S 39`14'09"E 120.00' L=40.03' I TIE 134.96' CONC PLT/Ro w I 65.0' LOT 22 LOT 24 I L133 o OLP1 QCQ SEPTIC B . o A 31.8' \F13.08.3 13.1 220 Q GAR w 22.0 a 34.1 T Uj , M 2 ST FRAME ani 60 DWELLING N J N ?r, W N SUFFOLK CIM MY D&AA1MENT OF TH SERVICES In Z A 011=TAMMY NOY 2 7 2�►�,�IR4t` -�LM i�� d W ~apply llucaft" too IIII N hm bft SEPTIC LOCATIONS WAIN CORNER A CORNER B •PA,A,CoPA SEPTIC 31' 19' oftimOf�lySWWA� LPI 29' 23' LP2 41' 30' LP3 47 24' - N THE LOCATION OF WELLS,WARVtCE LINES, SEPTIC TANKS A CESSPOOLS SHOWN HEREON ARE FIELD OBSERVA- TIONS AND OR DATA OBTAINED FROM OTHERS. FILE MAO No. 9727 8/23/95 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. SURVEY O F: Certifications indicated hereor:shall run only to the person for whom it is prepared LOT 23 and on his behalf to the Title Company,Governmental Agency and Lending InStitutiOn listed hereon,and to the assignees of the lending institutions or sut>wuent owners. MAP OF ANGEL SHORES Copies of this document not beating the professional's inked seal or embossed seal sh Inot beoonsideted'valid true copy. BAYVIEW TOWN OF SOUTHOLD The offsets(or dimensions I shown hereon from structures to the property lines are for a specific purpose and use and therefore are not intended to guide the erection of SUFFOLK COUNTY, NEW YORK fences,retaining walls,pools,planting areas,addition to buildings or any other construction. The etsterae of right of ways and/or easements of record,if any,not shown are not SURVEY DATE: 8/25/00 SCALE: 1"=50' CERTIFIED ONLY TO: f NEW y CHRISTOPHER M. BRODARICK AND p'� O�� DESTIN G.GRAF GERALDINE A.BRODARICK CS G.GRAF LAND SURVEYOR BNY MORTGAGE CORP. L.L.C. NORTH STAR TITLE AGENCY[712-S-008371 m o FIRST'AMFRICAN,nTLE INSURANCE COME 73 Woodlawn Road OF NEW YORK +,:. R►o cE � Rocky Point, N.Y. 11778 By DESTIN G.GRAF N.Y.S. LIC No. 50067 •0 516-821-3442 "r)7 M.7-- ;,I p-�, - - - OCCUPANCY OR NLAWFUL NOT PROCEED ITR WITHOUT CERTIFICATE FUSE IS Ul RAM SURVEY �� OF OCCUPANCY OF FOUND 0 ATION I Ilr 1 r HA�-�EN APPROVED. APPROVED AS NOTED NOTIFY BUILDING DEPARTMENT A 765.1002 9 AM TO 4 PM FOR9W DATA I'?e d, FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REOUIRN MAP # 1000-88-06-1325 ". a FOR POURED CONCRETE �fi'4s iI� I 2. ROUGH - FRAMING EI PLUMBING d 3. INSULATION A FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. �6T<6ALL CONSTRUCTION SHALL MEET CO • q w T rz� ' 75gC V W A T E R P L A C THE REQUIREMENTS OF THE N.Y.E STATE CONSTRUCTION I LFENEO sc.To V.V. R 7-oAu� t rotes 4-5ir-�Ears�.,•co DESIGN OR CONSTRUCTION WRONt 9�+a ¢ ¢ ¢ ¢ ¢ ¢ 5 3Q° 14' 09" E 120.00' UNIIERWRITERS CERTIFICATE REQUIRED - - - -- - LINE OF STAIRS ABOVE ' 4" CONCRETE I 1 SLAB I 1 1 y. Ir L I 1 1 ' /121-1-2) 2X8 GI ER � (2)73 GIRDERO (2) 2X8 GIRDER \\ r ¢ ,p 1 I _ I � I EP6E OF DECK 1 / Ile O y p.BOVE I 1 1 � A5 Y I #40 I I DRAWING LEGEND 12" DIA. SONOTU13E 3-0' MIN. DEPTH 130 131 1 (TYP. FOR 9) / h (3) 2X8 GIRDER (3) 2X8 GIRDER (3) 2X8 61RDER (3) 2X8 GIRDER I 31.8' gp I EXISTING WALL CONSTRUCTION l �q ; 1 S.Y. v 22.0 TO REMAIN EXISTING FOUNDATION r e'-r a'w• J ,�y EGK e'-4• e'-r r _ I I - - - - TO REMAIN LINE OF m N : n` C 5TAIR5 5 EX 2 ST. FRAME EX DRIVEWA V DWELLING 1 ABOVE I h F 0 4. � 3 z i I _ o m 34 4 E. a CONCRETE I ? Im 1 ` 22.0 W qry LAO BOLTED TO EXISTIN5 W I NEW WOOD O TO GRADE S OF 5TAIR5 ' I I I X 2'X8• P400V LEDER 1 V NEW STAIR -- - - —— - - - --— 1 94�_-'' DEGK I� ry _ F251DENGE 12" O.L.STA6692m 1 (- , f DEMO NOTE. - - - Q- I RADE41 1 - _ TO I 1 - - _ _ - - - _ — LL L — J 1 W 206 - EXISTING FOOTING ! _ FOUNDATION STRIP EXISTING SIDING' I 1 1 A5 RECiUIRED H , i EXISTING BASEMENT I _ _ J N Q 1 I N I N 1 I N II d 1 1 I I 1 I ' FOUNDATION / FRgMINCG FLAN I • 1 1 W ll ail 50ALE: 1/4" =1'-O" 1 I I I Z I N I 1 I 1 I PLOT PLAN INFORMATION TAKEN FROM A bb' sob• e'-e" SURVEY DATED AUGUST 25, 2000, AND PERFORMED I BY: DE5TIN G. GRAFKENNETH S. O'BRIEN LAND SURVEYOR 10-4. ¢ per- I 1i KYPOINNN011118 1 ISSUED FORI�L'-�VBBUII1/LDD_ING PERMIT AUG, 2001 631-821-3442 CONCRETE I pRO� T 1 I SLAG 1 1 1 WOOD HANDRAIL 0) 1 3/4' X 11/2' MICRO LAM I PROPOSED WOOD DECK AND 5TAIR TYP. FEF 2000 P5J. J ADDITION FOR: MR. AND MRS. BRODARIGK - - - -- - -- - - ---- ' -- - - -� STRUCTURAL 6TO8' VIA. TAPERED RESIDENCE WD. COLUMN TYP FOR 6 (TO BE SELECTED BY ONWR:EI �/� EDGE OF DECK / - - - �- - - \ 1 680 WATER TERRACE N11 ROOF /' Q 50UTHOLD, NEW YORK 11911 WOOD POST 6N& ABOVEBELOW / - - 3 T o II 1/2' 0 ,/ o0' N DG3QMIn �[�C�8 LINE OF HANDRAIL W0150 6 \ 0/� NFOUNDATION / FRAMING PLAN DECK PLAN NEW DEuPLOT PLAN _s� 4ZR vrxKOT QWT4MW u q IN TO 4 R 4r T 1/2" :- cA I RAPE 3 T o II 1/2" Q - -- - - - 1 -j- - I FLOT FLAN DATE' AUGUST, 2001 r HoJECT 14x SCALE: I" 20'-0" DnAnMMo D.B. �lf11��W�DD o If o T.M mASI EXISTING RE�IDENGE SCALE. SHOWN A- OO o y. ��nN1L° titi(0u) ��i ��G1° �9D1� v `' aFN AAr tn�� !I E c T a DECK FLAN 9w5'G71 - u 6 = SCALE, 1/4111'-�II SuLwhC��✓u ,y�E. 0239QQ' ❑ [ V.4VCIfielli�111L, VJI.YI.ti tl'J; FOF NES o i . ,npr`�A� _ �^ fp ys 'Ii ayi i R V q, �I ri, • �� = u 1 ' .per{,;' • }� k hn tn! Fey S' I,,i t ly 1' ^ `I J �ti -k � SII I p r' tr rn' EXISTING ROOF :I r I � trh pp�1 : °W p, �_ EXI5TIN6 ROOF ' �J ry H REMOVE SIDING 6 i '�� Id NS 'h�, r1^ F REINSTALL A5 REO'D 4 4p ! p,i } LINE OF NEW DUI' TO COUNTER FLA5HIN6 METAL COUNTER FLASHING — 111 INSTALLATION 2 ' —ASPHALT_ — — - — _ - r � v ArJ _ - _ L____ NEW SHINGLE ROOF 1 ' - - __-- '-TQMATCH EXISTINGRE5IDENCB ----- - - --- - - NEW FASCIA BOARD 2ND FLOOR 2 Irl 1 / W/ VINYL ALUM. CLADDING TYP. 15T FL. CL6 VENTED SOFFIT WOOD I _ FASCi ROOF RAFTER ^ ty1 " BOARD WOOD GIRDER 61 TO all�r n ° j kkicn L. TAPERED APITOL STRUCTURAL WOOD EXTERIOR �- ii„,�.,, COL. '_ COLUMN STYLE AS COLUMN WALL ,Ti,„ WOOD HANDRAIL 5ELEGTED BY OWNER SOD BEYOND i'-, AND BALUSTER --- TYPICAL FOR 6 a•BEYOND WOOD POST Y N n L EXISTING ' I-XI�, T FIN R. FIRST FLOOR i I IST FLOOR CLOSsd _ R15ER WOOD DECK JOIST ,- - - 11 _, ' -!- --_ - - -TY RISER WOOD i— HOOIS DPOST F?IITING G�2ADE + ,- " S �p 1 1 l . f 1 u I{ - 111 '_1-1 1 1-a STAIRS GURDER WOOD DECKING GRADE 5/4"1 WOOD LATTICE !! 1 �, � ir` I' `a D STAIR { CONCRETE f ! I IIS I 9 j HA DRAIL TO GRADE SLAB FOOTING r r + I �n I I NEW P.G. V lul ILII u J( ' V I NEW PG. FOOTING UP 4 RISERS I U u EXISTING— BASEMENT J I A5 SPECIFIED EXISTING FOOTING BEYOND PdL"il i' v� — — — — — — — — — — — — — — — _ — S � ddd I ,, , IIa,! I FOUNDATION FLAN BUILDING SFGfi' ION k ;I SCALE: 1/4" =1'-O" 1 SCALE: 1/4" =l'-011 � IN 4 " If I r w + 'J' °Apt tl 1 tiY�• 155UED FOR BUILDING PERMIT AUG, 2001 1� 4°d bp'33at fffl"»'fy"'n .t PROJECT PROPOSED FIRST S SECOND FLOOR ADDITION € Ex ADDITION FOR: j ';II EX. MR. AND MRS. BRODARIGK I ,I1 RESIDENCE 680 WATER TERRACE SOUTHOLD, N.Y. JI-171 iI Y 1 1 d �dG 12 H" RAKE BOARD d ' J 5TRUGTURAL WOOD ELEVATIONS COLUMN. STYLE AS SELECTED BY O NER BUILDING SECTION HOOD HANDRAIL HOOD AND BALU5TER 'I4Mp,X P05T WDOSTAIRS -y EXISTING GARAGE ,NDRAIL TOO GRADE HOOD STAIRS TO GRADE EX. 15T FLOOR I DQTIEe POST I D MAUGUST, tool PROJECT �(�" a { SLAB l-'-N F F T r J �' , j T F DRAWN � Il o D.B. � '�III� I • � �I� CLOSED WOOD LATTICE RISER �N CC�fCD o �o a�o�c� p STAIRS T.M. oa 4 1 d SCALE- AS SHOWN A-2 EDA m C - - -- 1—� �9Cj`0. 1 L1°lVWWA80 OA 'yX — - - - - - - - — � -2 FOUNDATION FLAN G� D 4VI10 CWL�,11G1C\!IL)/..�xf� rp SCALE: 1/4" =1'-011 �T �O023955 �Q�j W VENO NL W. .99!✓ ' 1 EOFNENd o a{ o 1� A i- 11t m,Cr�h��ua I1KY �• ., r ! N + it 1 : A�,iJt Piny( „ I .i rN _ �� y ABBREVIATIONS LEGEND: GENERAL NOTES: (CONTINUED): { •� I THE LgARILTOR SMALL PERFORM ALL THE WORK OF THIS YLMTRAGT IN 24 GVNER SHALL SELECT ALL FINISHES Alm/tM COLORS FOR THE STRICT ACCORDANCE WITH THE NEVI YORK STATE BUILDING AND PROJECT FROM A SUBMITTED SAMPL05)CHART FROM THE COMNU•LTOR LH LEFT HAND O AT LP LOW POINT THEN NATIONAL IRDS pe OSHA 1 LIFE ND THE LATEST EDITION OF 25, ALL KI LTH TI SHALL BE AT ,IHCI-HPINO BY 'ANDERSEN'Da91.E ANGLE THE NATbNAL FIRE CGDE Pfb 101 LIFE SAFETY LGLE IIA1G UNITS WITH TILT W/5N FFJ.TLRCS.INLWDIfY�E IN`JJLAiED ,r LTL LINTEL GLAZII6,INSECT SCREB6,AND JAMB EXTEIDEUS A5 REOIIRED,OR CENTER LINE 11N L GLIT WEIGHT 2 THE O,HE,SllAll OBTAIN AND BEAR THE COST OF A 911LDIN5 F IT. E[HIALlF)(TERICR LCLOR SHAM EE 3ELELTED BY OYNERJ DIAMETER AND ALERTIFIGATE OF OCCLPAOY.ALL OBER GONIRAC•TORE FOR P!),, HAS MASONRY D SQUARE FERHTS,L AHD GEA AND THE GOAT 611E RE`.iEGTNE IEO.UGIRT' 26, PO NOT SCALE LYUWINGS,WNITBI DIFBEilON5 SUPEFLEVE SCALED A/C, AIR CONDITIONER MATERIAL MAXIMUM PEiu4T5.LILENY9 ND APPRO✓ALS. DII•ENSIpS M AB ANCHOR BOLT 3. Nl THE WORK OF THIS LCN�RA4T SHALL BE CGMRFTED IN ]l THE WIRRALTOR(5)SHALL COORDINATE THE VGRK OF IRIS CONTRACT I ADJ hp.U5ThB1E MG MEDICINE CABINET ,Y,[ORDANCE WTi THE ATTATCIED IX2.AVY1H65,DIXU•Ell1S AHD TO AVOID ANY INIERFEREHGE WITH AD.OIWN6 PROPERTIES,BUIIDINS, I Y. k i°1 AFF ABOVE FI LEkED FLOOR MECH MECHANICAL SPEGIFILATION5. SIitLOTlYS,ETC. MFR MAHUFALT (R) 26. SAPPL P5 OF ALL FINISHES AND MATERIALS TO BE IXTED IN THE 6 ALT ALTERNATE MIN MINIFLFT 4 COPIES OF ALL EGESSARY PERMITS•LOBED-AD CERTIFICATES FROJECT SHALT.BE SUBMITTED TO OWER FOR APPROVAL PRIOR TO SHALL BE AVAILABLE ON FRO•E%T SITE MoR TO THE CQ•NE11LEl'EHT GF LQfR GHEVTT OF THAT WORK.ALL FININ E5 SHALL MATCH EXI5TIN5 Ct= BG BOTTOM OF CURB MMB MEMBRANETE WORK PERMITS MAY BE REflU1 TO BE POSTED A5 PER THE LOCAL ADJOINING AREAS !1 + II,7 7BD BOARD BUILDIN6 oBARTFMS RSW( r MO MASONRY OPENING MI MITTEN VI EI 1a1E SHALL HAVE PRECEDENCE O"ER SCALED d" t J,'JUI BLDG BUILDING MR MOISTURE RESISTANT 5. TIE COMRALTa2 SHN-I- °E AIm PAY TFE L05T OF TIE DIFENNON5.AOA DETAIL ORAKU OVER SMALLER SCALED DRAWINGS. 81.K BLOCKING) FIT MOIMT(ED)I NS) IN:NRAL.E GOVERA6E.HHOFKBMS commaGATION,MATERIAL AND LAEOR FIAARED MHB6ON5 5HAL1.GOV13tN SMALL SCALE DRAWNGS WERE BM BEAM MR METAL BOIIDS.EfL.IS REG111RED BY LAIN AW/OR OWIHR. DIMENNON5 ARE ESTPBLISIFD BY CONDITIONS IN EXIST@GE,EACH 1 N NORTH LIXIiRK.TLR 511ALL FIELD PEAJIRE EX15TIN5 CONDITIONS PRIOR TO �'IY BT EIGHT BAA'TM�T NIF NOW OR FORMERLY b. THE COfIIRALTOR SHALL LOCATE FIRE EXTN6U151E25 IN THE PREW5E5 ORO H6 MATETUAL5 ANO COHM@ICIN6 KITH THE WORK. �y FROM THE DATE OF THE GOIA BICB-EJ1T OF HORK OF THIS GOMRALT, 30 CO,, ALTOR(E)SHALL PROVIDE ALL 5AFE6UMD� A5 REWIRED TO TI {XS NA NOT APPLICABLE BW BOTTOM OF WALL NIG NOT N CONTRACT BE DETERMINED BY 051A PE6U.I.TION$AIA/OR SOLA- PRELLIOE IVORY TO OHNER5 AND 014 517.CTOR5 PERSOUEL ALFA TO ANY LAB CABINET NTS NOT IN SCALE OTHER PERSONS AT THE CO16T13OnON SITE. 1 Ih, 31. ALL La1TRALTORG SHALL EXERCISE 600D l EMENT TO MINIMIZE i� GAM CANTILEVER OG ON CENTER v+ $!t'� 1' l TE CORRALTOR SVIA.L fiURAHBEE TIE WORK O Ek1I TRADE AND THE DAMAGE TO E%ISTNG AREAS(INGJDINb PAVBMENI(5),L AYIF.5F1d1B5. Cl LAST IRON lNN OVERHEAD 6NTREYORK OF T E,CONTRICT FORA PERIOD OF ONE YEAR FROM Tf hDyYHMT 5TTTUGNRES ETC)AREA(S)DAMU6ED DE TO NEVI LOYaIRIKTON CEILING J015T OPG OPENING DATE OF SUBSTANTIAL COMPLETION DATE OF SLBSTANTAL COIRETION SIH,A-L BE RESTORED TO ORI6INA_COIHOITOIA ALL DAMAGES SHALL BE • p rt-,i . I': G„)T CONTROL JOINT OPP OPPONTEMAND) SHALL BE DETBTW Nm AND Pte'547E BY BOTH TIE GONTRAGTOR AND CK CALKING) OPI OPTIONAL OWER AID AGF®IIPYJHL LORREGTED BY RESPJI6IBLE CORRACTOR(5)AT THEIRavN EXPENSE Ohl ,I CLC, CEILING 05,11 OYNER SUPPLIED/ 5, ALL ON RA TORS SIAL. BE RE5PONSIBIE TO PATCH DI5NHEED Fl {P LLR LLEAR(ANCE) CONTRACTOR INSTALLED B, Nl CgDMOHS IN THE LATEST mlnpH OF THE AMERICAN INSTITUTE OF AREAS AS NECESSARY OLE TO THEIR R�TIVE HORK,ALL AREAS WHERE f r ) CONCRETE HA50NRY UNIT PLL PRECAST CONCRETE 1 A I ARCNITFLTS]OI '6EERAL F 1710ILS OF THE GOIHTRACT5HALL BE E,lTIN61A5 BEEN REMOVED AJD/OR NIS H ABTS MSTI6 CLEAN OUT PH PH151GALLY HAHDICAPPED INfMORPORATED INFO THESE SFIE IFIGATION5 AD NIHAU-BE BIIDIH6 TO THE �. ALL GONTiACTQtS Aro SLB�CABRPLTORS ARE RESPO 151-1 FOR E� (ALGE551BLF) CONTRACT AS IF MRITTEN HEREIN THE LATEST WTION OF THE AM62✓rAH ALL uyL KIJRK,INOLAIl6 S IFCATOH LAYOUT/COORDINATION COI. COLUMN FL PLATEPROPERTY LINE HGTTVIE OF AROHITEGTS 101 SHALL BE USED AS THE GO TRACNA. DRAFIN65 AS R IRED BY PROJECT CgOHTIOIIS/MGHITELVAND/OR COM Cow-RemHONTINI PLAM PLASTIC LAMINATE AORII FOR THIS PROJECT. OWER.OWNER AND CONTRACTORS)To 000ROIHATE Al WORK THAT MAY G CPIT CARPET PPHL HT PAINTED)PAWL ( 9. THE CONTRACTOR SHALL FAMILIARIZE 14S WTH THE EmsTLN6 BITE GNf�E UDIIE HAR051HIP AND DELAYS Am INTERFEREW.£KITH THE LOHmLGT ! AID 11E INIBII OF Tlfi..E PLANS.CONTtALTai(INaUDINb OF THE WORK AND RESPECTIVE SLBCOTRILTlMS + II LT CERAMIC TILE POLY POLYVETHYLENE 56-COMIRICTORE)5HALL VBuFY ALL DIl0 ONS AND CONDITONS IN THE B4. EACH SITE ACTOR STALL NS RESPONSIBLE FOR COMP-MAINTAKIT SAFETY 1 M1W �Id1d I,,E.II S; GTS COLLAR TIES PR PAIR FICD AND SHALL IMMEDIATELY NOTIFY TIE ARLWTEGT OF ANY ON TE JOB SITE P1RIN15 THE CONSTRUCTION PHASE TO -SAFE KITH THE CW COLD WATER PT PRE59J RE TREATED LUMBER DISLREPANLIES BEIYffN TIE A,NAL LODIT1016 AD THE REGULATIONS AND REOUIREMEK S OF THE OCLINATIONAL SAFETY AND DF DRINKING FOUNTAIN FT.VMD PLYWOOD DRAW116S000AIME115 IF IN THE COARSE OF CONETTd TION A CONDITION HEALTH AOM1WSTiTATON(0,,W.THIS SINAL. IN:LWE BLIT NOT BE LIMITED TO 6 I, yi A IVT{�; + '> D11 DOUBLE H1NY OT d1ARRY TILE EXISTS WHICH DISIGREE5 KITH THAT AS INDICATED ON THESE PLIAS,TE PROVHOIN6 FOR AOEtlIATE AND PROFT32 BRPLINS,SAFETY RAHLIHYYv.AND 7 4 F I III H 1 DIA DIAMETER QTY QUANTITY LONTRALTOR SHAT STOP WORK AD NoBFY TTE ARLNITELT.V •HE SELIRE FOOTIN65 FOR ALL TEMPORARY SGAFFOLOINb.STAIRS,ETc,AS DIM DIMENSION RAD QUANTI FAIL To talar Txs FRaL¢URB NO CONIME WTM TIS K TME w31-AS PEf'M'AIFJ'i LDNSTPUGnaH. RADIUSCOII,RILTOR ,AJ_I.SSR£ALL R£SPOHSIBILITY AND LIABILITY AROH1 m ALL CGMRAGTOR5 SHALL COORDINATE THE WORK OF THIS cONTROGT DIR DIRECTORY RLP REINFORGED CONCRETE PIPE TIHIEFROHL TO AVOID ANY 1NTERFHiENce WTI ADJOINIl6 pRGpeRTIEs '4 P " DH Dom RD ROOF DRAIN B6 B I5 NOr TIE INTENT OF TIE sPEUFlLAnONS TO PROVIDE FOR 6 ` DR DOOR RE REINFORCE(DYING) 10 ALL MATERIALS USED IN TE PERMANENT COGl1TULTON OF THE ST1B5nMION OF ANY MATERIAL($)8Y 5FL'GIFIC BRAND WETHER EQUAL OR DOL DETAIL REF REFERENCE PREMISES SMALL L BE LEN AIA U16ED AD IN5TA IN STRICT NOT UNLEfSa SPECIFICALLY GALLED FOR IN INSTA 0IE5 WEIA RE MATERLS E 4+i rR O p1 ,I p .• DW DISH C LER REFR REFRIGERATOR COKQ+1'ILNCE WTM INSTAJ.ATIOR M/JRFIG'M1Ht9 FICC 6 WECrIGAnON5 FOR ARE NOT y IFIED,LONIRILTOR5 ARE TO FROMM 5AMFLE5 FOR ALL MATERIALOH S AND�ONST ICTTO BE INWRPOR APPROV SELECTION AND AL. DW6 MAKING REMOVE INTO THE WORK SWl BE IN STRICT ALLORDANCE KITH THE LATEST EDITION ,11"i. i. I, EAST EAST REQ REQUIRED OF A5TM SPELIFIGATIONS.UPON R5AE5T BY O NER THE COHTRAGTIJ'R Bl WERE EXISTRAS WALLS ARE REMOVED OR NEW OPEHIN65 ARE GALLED I (' EA EACH REV REVI IONFL(/S),REVI5ED STALL BE RESFUNSIBLE TO PROVIDE TEN E NECESSARY DOCUMENTATION OR FOR IN EXISTINS W 5(sTPUGTRES),PRIOR TO REMOVAL OF wALL. EL ELEVATION RH RIGHT HAND MATSILLLA Rt O OFZ EtW FOR THE PRAEGT. 6TRULTIFAL ITEFs ETC.,CONTRACTOR SHALL BRACE AND SHORE E%15TIN6 I f1�1 'I' I EI.C'G ELECTRIC, (AL) RM ROOM II TRASH SHALL BE REMOVED FROM THE PREMISES DURING THE coli SE OF CO NISTRL'CTION A5 NELCbMY UNTIL 1EM15TRIlLIURE A5 IFIFD IS IN ,41 ELEV ELEVATOR RO ROUGH OPENING GOLa11a1CTld1 AS A BOURNE OPERATION RAON AND/OR AS THE OWNILi£i PI-ACE. •� 'I' Ba EQUAL RR ROOF RAFTER REti11RE1'EHIS. 5B. AS uNFORSEEN SIIB-Fi65). ILIMECAL NEHE Ws1 DISCOVERED IS EHNC ELECTRIC WATER COOLER 5 50M HELL A5 ANY PICU FLAWS)C R UTILITIES SHALL lrt5,ETC, NOT INDICATED EX& EXISTING 5C, 50LID CORE 12.pE516N TIMBER 5TRE55- ON SUtVEY(5),SITE FLAWS)OR DRAWIHIsS SHALL BE REPORTED 1JCP EXPANSION SGL SELF CLOSING -fb- IONP`I,E•1,40ODOO F51 HEM FIR COHL5T TION GUIDE IFF®IATELY TO THE ARCHITECT.AT MICH TIME THE I5511E(5)WILL EE i Y 1 ', !1'., EM EXTERIOR SDR SLIDING DOOR MST• 12`5OF"I,E•I,TOOPOO F51 OO6LA5 FIR LRH NO.2 GRADE REMISED PND APORESSED CORAGTm SVJ.L IEE M DirreRl 6 ERADES OF LB•EER YYEfE Bq, ANY D15LREPAILIES IN ANY PORTIONS OF THE ORAWIR66 WITCH ARE ;1 FAI FRESH AIR 1MAKE SFR SHOWER STOIFILALLY NOTED ON RAMS.U1.E56 011ERW5E HIOIED ON PI.A16 AT LONELILT WITH ANY LAVE,OREDIHANCES,CODES.RALES AND RE6LLATIONS FBO FURNISHED 8Y HDWVER 51M SIMILAR CONTRACTOR SHALL"DGL66 FIR NO.2 EXCLU5IVFJ.Y. SEARIN6 ON THE COHDU'LT OF THE YORK SHAu BE IMMEDIATELY REPORTED i + I' FD FLOOR DRAIN 'i0 RE 55T 5TAINLE55 STEEL I5.ALL DRYWALL SHALL BE U56 NATIONAL 6YP51M FIN FINISHED)EP) 5 ND 5PAGKETFD COMPANY RC1'THICK. TO 1}E ARLHITELT. I 'I FOL FIBERGLASS 5TV STANDARD TAPED ATHREVE J)LOAT5. 40. EXISTING GOIHOITO6 INDICATED ON PRAKIN65 HERE FROM FIELD k r '9E FIX FIXTURE 5TL STEEL 14. ALL DRYWALL SHALL PRIMED AND PANTED(2 FINISH 00AT5). PAINT MEASRAFBNTS FLOOR JOIST SURF SURFACE SHALL BE BENAMIN fMOORE,ORE. 41, ORAWN65 AND SFEGIFILATION5I5 INSTRUMENTS OF SERVICES ARE "1 E FL FLOOR 5W rIT lrAI I5. CONTRACTOR SHALL PATCH A5 RBOUR®ALL AREAS WHERE FJ(11511N6 AHp SHALL BERLIN 111E PROPERTY OF THE ARCHITECT WHEII£R THE FLG FLASHING TG TOP OF CURB HAS B®1 REMOVED ANO/oR HEN V Amm EX6TIN5 PROJECT FOR MCN THEY ARE MADE 15 EXECUTED OR NOT FLO FOUNDATION TO TOP OF GRATE Ib. LONMRACTOR SMALL REROUTE AS REA)IRED ALL EXISTHM6 PLN B11N5, THE DOCMENr5 ARE HOT TO SE USED ON ANY OTHER PRO.EGT(5)OR rr, TEL TELEPHONE B,ECTROAL,MECHANICAL,HEATING LUE(5),TELEPHONE LHE(S,HNOH EXT'BYION(S)TO THIS PRO_ELT EXCEPT BY A6REEHENT'IN MRITING ANp WITH TYPICAL HANDRAIL FT FT6 FEET TING TEMP TEMPERED IHr�E KITH HEW COH6TROTIOL APPROPRATE CaMPEHSATIOH TO THE ARCHITECT EDGE DETAIL yyy{t({ TW THILK(INESS) Il. ALL FOOTIHH65 SNAIL BEAR ON IlDISTFBEDNIR6IN SOIL WTH A yH M4 I il�{^ M1G„ l)} ; GA GAME TN TOP OF YIALL MIWMM ALLOWABLE SOL BEA+IN6 PRE° E OF TWOM TONS PBt Y�1ARE 2"Xb" WOOD r rry Nl 'N�N•+Y:'' GAL GALI0N TYP VMIIGA.L FOOT AD SAL-A MNIMIM OF 9'-0'OF DOVER HANDRAIL &ALV GALVANIZED VEST TIBLE 16. ALL CCIYRETE SILLLL BE 3.000 PSI STONE caNCRETE AT 20 DAYS GAR GARAGE VIF VERIFY IN FIELD O,W115 FORM NOTE FINISH GL GLASS VCT VINYL COMPOSITION TILE TO BE SELECTED WOOD IR pLOASHALL BE AS FCLLOW5, GWB GYPSUM HALL BOARD W WEST FIRSTIR5T DS FLOOR - b P5F LIVE LOAD BY OWNER. 2"X4" GYP GYPSUM W/ WITH SEIOHD FLOOR-30 PSF LIVE LOAD WB HOSE B113 NL HOLLdN LORE W/O WITHgR ROOF -3O F5F LIVE LOAD �I WG WATER OL05ET ATTO AREAS -O P5F LVE LOAD > HDR HEADER WD yip 4. s 'qls 4 li HM HOLLOW METAL PH WATER HEATER 20. AL LEADERA SHALL BE A HNPTN ' 'T 22) l WITH n cONrlw/a/` AX 1' HP HIGH POINT WIN WINDOW PLYHOOP FILLER AT YX4'WA 5(3)YXB"WITH(Z I(1'CCIITWIFAIi 1"X1' WOOD HT HEIGHT HIM WASHING MACHINE PLYWXID FY1Et AT YX6'WALLS.OLESfi OTB+WSE NOTm. II/2" XII/2" WOOD BALUSTER HW HOT WATER VNO WALL OVEN 21. CONTRAG SA SHALL DaELE HOP ALL FUtOR ,NET ER THEY PnRA--EL BALUSTER .. THE F ON6 TO YALE,AND AROINO All CPB111Afi.NETHER TEYµMY BE IN INS IrS1LAr1aQED) WP wATERPRooF THE FLOOR OR ROOF cONSrnucnON i 9 INV IM/ERT HHF HELDED WIRE FABRIC JT JOINT 22 AOL AS PER rzAL O STA SHALL BE h-B6 GRACE 51�AND SHALL t3E jE'I�fl LAM LAMINATED) IN6rnLlEo AS Bit ASG srAD�s. �� 4X4 POST LAV LAVATORY D ALL INTI,1M DOORS SHALL BE STAIN GRADE b', HIGH X 13/43" BEYOND LB POUND lm�H"AS NOTIBJ ON PWL5.ALL DOORS SHALL BE SELECTED BY J WOOD ® BOTH 50E5LDR LEADER rJLp �%r (5/4" X 4") I I iII V5/4" X 6" ISSUED FOR 511LDIN6 PERMIT AUG, 2001 CEDAR PERKING N (6RADE OF MATERIALS D p 6 lu h I TO BE SELECTED RADIUS EDGE PROJJ CBCT i } I BY OMER) �DEGK 54 (3/4" RADIUS) +i I,I• �fI�M �'' (2 za'7� PROPOSED FIRST 4 SECOND FLOOR ADDITION i, 5/4"X1O" CONTINUOUS ADDITION FOR: ARouNDPERIME ER MR. AND MRS. BRODARICK l WOOD LATTICE RESIDENCE F 1 III I E 800 WATER TERRA.GE '1 NYi NI i' il. 4" PRESSURE HOOD LATTICE TREATED P05T 1THOL.D, N.Y 119'71 .40 GGA A,h G4" TECO POST GRADE a II CONNECTOR ` DGp3Q���1C�`� SII, ;;� ROOF 5HI =5 EXISTING GENERAL NOTES M d�}i '.14°E �� „ , I 'r' (2) LAYERS OF 15ti FELT CEDAR 5HINGLE5 ry II DETAILS V 11 ROOF RAFTERS A5 SPECIFIED I/2" GDX SHEATHING II , I ' /2" DIA X 16" LONG METAL EXISTING SHEATHING ANCHOR "J" BOLT INTO P.G. 50NOTUBE FLASHING Iw�hl1II 12" DIA X36"D ILEDGER P.G. FOOTING 5/4" X 10" O 2"X10" !r ° FA5GIA 2X4 NAILER ROOF RAFTER J015T LAG BOLTED WITH VVINYL OLADDED HANGER 3/&" X4" LONG ANCHOR '.I O O (2) PER WALL STUD. TYP 4 P ALUMINUM CLAPPED i VENTED VINYL 12'MIN GIRDER SOFFIT VENTED VINYL EXISTING SND SOFFIT I,o' AUGUST, 2001 PROJECTNO. ' TAPERED COLUMN ������ ����������� ���� �,�� EXISTING CHECKED y. T.M. L HAA [Na IMV o 6' DIA. TO B" DIA. - M ' (OWNER SELECTED) GEDfNR SHINGLES �(L;Q�[ omom AS SROM A-S f,E c' �Er; {,,;a1 I,�, .. 1r o I �I �ECVAFdC Tomm/%3O _ . I SOFFIT DETAIL 2 RAFTER/WALL DETAIL 5 RAIL DETAIL �.GJ�� Awl � SCALE: I" =1'-O" SCALE: I" =1'-O" SCALE: I" -I -O o u� m© AWE + r - I n �c- rp'Q4<G90t<9SlLDJC�r G➢`u., aJvi"_' r !' I ti SITE DATA yc f ZONE 'A" FRONT YARD ESTABLISHED 2J0' AVERAGE SETBACK � Kka gel REAR YARD _TI IIN Ifriil ' S.Y M91N S 111N +� SY TOTAL 20 % OF WIDTH LOT (15' PIIN) „r ¢7 1 "' HEIGHT . 2 I/2 STCRIE` / HO I [Ax AVERA3E 41 ABOVEROAD CROWN I; W A T E R P L A G E TOTAL BLDG. AREA: 25 9, OF SITE AREA flirhi�yA PORGH RE?UI REMENTS. 3' HAX ABOVE -RADE ('FIN FLR HGT) r �R,1{i! o' IMAX PROJECTION (NO ENC7_OSURES) Y ,1 h„ 5 39" 14' 09" E 120.00' FAX I IAP 4 1000-bb-Oo-1S21" 'as _ ¢ h 'yf, �4_�•�' T• 6'-O• 6b' ei 4' 6b• 6'b' � 1 i, "��+- LINE OF 5TAIR5 ; ABOVE - 1 '- 4" CONCRETE 1Cl"T SLAB �LL ABOVE OF DECK •I � � 1 ri,r, F DRAWING LEGEND " 2) 2X10 GIRDER 2) 2X10 GIRDER 2) 2 2) 2X10 GIRDER X10 GIRDER 2) 2X10 GIRDER 9, 130 131 O EXISTING WALL CONSTRUCTION 31.8' 8.0 m 120 TO REHAIN 4 12" DIA 50NOTUBE y ¢ J 1 1 1 EXISTING FOUNDAT10H . 1 �p 3-0" MIN DEPTH I I F O I 1 ---- TO REMAIN LINE OF STA RSH) I w � � NEN DECK m DWELLINGFRAME EX. DRNEWA� - K_ I Q ABOVE ?E 4' CONCRETE I 0 LtiSj O SLAB a BASE O R O I Q OF STAIRS , F X ry h I 220 m 544 8 W NEW STAIR 1 '1 21X10' WOOD LEDGER —® 1 LNTO GRADE i LAb BOLTED TO EXISTING U1 rMEN ME O { f . AME DECK h�9• ri 4 _ _ — — _ _ _ _ RESIDENCE 12' OL_5Th669iED 0- I JIL!// 32.0 � 3 F,fla ` NEW STAIR TOGRADE + � EXISTING FOOTING 4 DEMO NOTE J 1 1 ` - STRIP EXISTING SIDING r FOUNDATION j, o-t �✓� '. AS REQUIRED P- EXISTING 3A5EMFNT ry I N tI t FOUNDATION / FRAMING PLAN I w ` y J OOAd-E: 1/4" =1'-0. A,— I 1 1 I v 1 N V'dJj 1 Ti I 1 Irdl dM10' PLOT PLAN INFORMATION TAKEN FROM A dM 1SURVEY DATED AUGUST 25, 2000, AND PERFOR 5 �. MED 6'-0• 1 BY DESTIN G GRAFKENINETH S. O'BRIEN LAND SURVEYOR I q'-p ¢ 9'-T 13 WOODLAWN ROAD 1 55UED FOR BUILDING PERMIT ROCKY POINT, NY IIllB 1 AUG, 2001 1Y ' ' i 3 �'-lo• �'-In' 631-821-3442 PROJECT u� CONCRETE 1 5LAB WOOD HANDRAIL — (2) 15/4' X l VT MICRO LAM AND STAIR d" ;1mjl,4 p. EDGE OF DECK p 4 T1'P. FB- 2EOO PS.I. (IYP.) STRUCTURAL 6 TO 6" DIA. TAPERED 1 ADDITIONFOR: DECK { - NO. COLUMN TYR FOR 6 (70 BE SELECTED BY ONWER) I � � MR. AND MRS. BRODARICK RESIDENCE LINE OF ROOF I i WATER TERRACE LINE OF HANDRAIL O u OVERHANG ABOVE q` P SOUTHOLD, NEA YORK 4 R ® T 1/2" a - , WOOD POST I — NEW DECK (+ Q � N60' 03 BELow \3+e X Y _ _ W I / P FOUNDATION / FRAMING PLAN yA si4" x e CEDAR DECKING v 1 4o V P DECK PLAN F y � ' RR- 616- 0 O PLOT PLAN 2' Xa' RR016, Of- r'" _ 2'X10' NAILER 2 X a RR- • la' OL. 5�� G t 4 ON TO 4 R ® l 1/2" • i _— - - _ II al r n I f GRADE 3 T e 1/2" ❑ Q INfLitSECTIMTYP. BOTH SIDES t � '1a Ir��-I,i r e ( 4 ROOF VENTCOLOR AS SELEC � NEV FOR PO 2) BY OWNER (Tl'P.) TED ul PLOT PLAN AUGUST, 2001 "FuNrXII EX1 TIN E51D-NCE SCALE: 1" = 20'-0" A— I DG3Q��1 CDRAWN r')1Vo ? D 13�I T.M o o { IT-y'rI„ 4,:, Q Q 6PS77/3 SCALE - AS SHOWN A— I I V CT 292001 �EPEoMRcy RU11!AII��//��a(��J 'fai1tJ '6 BLUG.L]EPT. D�C1� n lJ W II h I I M1 6 r n,N c Cn .« , DECK PLPLAN2 �o I � Hfi aIT - I 9CALE- 1/4" =1'-O" I OFNE� 1:," !"t /� _ azy, S ' O �s�x 'Iii v y n Jf� ILP, iii plryl N,I, ISYfI Ij 1'.' Il' IS r ilei I 1 TAY d X91 k' I IF EXISTING ROOF 4 VENTED SOFFIT �I,. li' WOOD PROOF RAFTER FAS--IA WOOD GIRDER 'BOARD 1 r r �ef EXISTIW6 lTS .41 :�I Eerorvo� WOOD EXTERIOR nrI' FI{1_' woo�w.NDrznIL POST WALL � LINE OF NEW EXI5TIN5 ROOF EX6T1Nu ' 1kI II METAL GOUN SHING REMOVE 5 DIN FIRST FLOOR A� Ij REINSTALL AS P �O'D PUT TO 60UN RFLASIHING 'v INSTALLATION -- --- - - - - TO MATCH-EXISTING RESIDENCE -� D R i- WOOD POST JOIST B��e II EI; 12 / �_NEW ASPHALT SHINGLE ROOF \ \ 1122 2ND FLOOR 4 �j - - - -_ _ V 4 GRADE HOOD WOO D DECKING pp V ST FL CL6 61R E 1 „ . 14f NEW GUTTERS AND LEADERSNEW PC I•, 4�,l.�; DOWN TO SPLASHBLOGK ir—` FOOTING NEW 6" FASGIA BOARD ExISTIIJ6 OL W/ VINYL ALUM. GLADDIN6 TYR BASEMENT it TO H" APITOL 5TRUIGTURAL WOOD ylrl h1 415,��6,' TAPERED OCOLUMN STYLE AS WOOD HAND IL SELECTED BY OWNER dr y+ Py I 'I TYPIl FOR 6 w Q P gW�S{Ofki' "' iPy' - L I," @ CLOSED IST FLOOR - Pi y RISER -- - - - ---- - - STAIRS � E?6igni GRADE — .n g WOOD LATTICE CONCRETE WO D STAIR 0 SLAB �DRIJL TO GRADE yi, lj ^ ii NEW PG. UP 4 RISERS 9 'r' FOOTING AS SPECIFIED EXISTING FOOTI146 BEYOND � -- — ��r�;I ' - - - - - - - - - - - - - - 5UILDINC� SEGTION 5 IF AllFOUNDATION PLAN I SCALE: 1/411 =r-011 A-2 S' I� SCALE: 1/4" =1'-011 A-2 aha' •i*4',14'; I 511 ISSUED FOR BUILDING PERMIT AUG, 2001 pQO�C�C�� Illi,IA;i I'r , EX PROPOSED ADDITION FORST d SECOND FLOOR ADDITION EX MR. AND MRS. BRODARIGK gii RESIDENCE ASPHALT 5HIN61-E 2956 KENT RD EAST 991 ,fq� 'P,,,, TO MATCH EXISTING WANTAGH, Ni YORK 11193 '•"G �r " RES ICE 4r � � 4 12 FASCIA BOARD DRAWN 1J �II V�:J� ELEVATIONS �yy!'; STRUCTURAL WOODBUILDING SECTION .>414 I; I''t COLUMN. STYLE NEW 4X4 P05T i WITHIN WALL CAVI IP� n A5 SELECTED BY OWNER p I SUPPORTING NEW ZOOF GIRDER. TYPICAL BOTH h51 H Q '�� AD BALUSTERHANDRAIL SIDES WOOD STAIRS I'"I'0`X- EXI5TIN6 6ARA6E AND HANDRAIL TO GRADE WOOD STAIRS TO GRADE Posr 0 AUGUST, 2001 p° RWEC�,r )) 11 SLAB 7, 71 r10HQWN1 lay.o CLOSED '� ( TM. DDQoAU W(G �JI'In, WOOD LATTICE RISER _ AS SHOWN A-2 STAIRS ?:• ��'�•I�.,�'Sn:' NEVI DECK i l Eo�w tii�� �PCII it l% ��U 11K AN1CL)L,A AMC, H � ,T E C� V� F ' 111'jP' FOUNDATION PLAN 2 q •axsEss rb 1AIr SCALE: 1/4, =I1—O, 0F N- LI + ,.,I„�,, ".3 n �n. ,zf;l. , 3 5ry; � ."pI1J;lI r ij C] „y1 n Y ' ABBREVIATIONS LEGEND_ GENERAL NOTES: (CONTINUED): ELEG. GENERAL NOTES: ��L IJ�IF TI Ph AL HANP'RTIL I LP LOW POINT TFE CONTRACTOR SHALL WN PERFORM ALL THE NORK OF THIS CONTRACT IN 24. OMER SHALL SELECT ALL FINISHES AND/OR COLORS FOR THE I ALL ELECTRICAL MUC RK SHALL BE 6OAROF FIRE UNDERMI TES —EL 13E DEIVq I L t I 411"1', O AT LH LEFT HAND SMGT ACCORDANCE WITH THE NEW YORK STATE BUILDING AND PRO-ELT FROM A SUBMITTED SAMFLE(5) CHART FROM THE COMIA :TJR APPROVED 1 ANGLE CONSTRUCTION LOGE,THE OSHA RESU-ATION5 AND THE LATEST EDITION OF - 25 ALL WINDl SHALL BE AS MANUFACTURED BY 'AHDERSEIJ' DJUBIP ALL RECEPTACLES,LIUNT FI+IURES,AND HIRING H56MRED FOR THEIR GLINE LTL LINTEL EI4TER THE NATIONAL FIRE CODE AND 101 LIFE SAFETY CODE IJ,WG UNITS WITH TILT WASH FFAllRFS, INLWDING DOUBLE INSULATESU15TALLATION SHALL BE FURNI5HED AND INCTALLE-D HY THE ': X411' a6 DIAMETER LW LIGHT WEIGHT 2 THE OMER SHALL OBTAIN ANE BEAR THE LOST OF A EUILDIN6 PERMIT, GLAZING,INSECT SCREENS,AND LAMB EXTENDERS AS REWIRED, W OR WNTFALTOR(ELELTFILAL B-CONTRALTORI LOCATIONS QUANTITY STYLE, HAHL'RA IL SQUARE HAS MASONRY AND ALERTIFIGATE OF OCGWANCY ALL OTHER CONTRACTORS FOR APPROVED EOUAL{E)cTEaIOR COLOR SHALL BE SELECTED BY OWNER) wLORS ETC SHALL BE SELECTED BY OMER ALL EOQRFfHr SHALL HE NI_'TE. F N JH OBTAININS AND BEARING THE COST OF THE RESPECTIVE NECESSARY INSTALLED IN ACOORPANLE WITH MANUFACflUl REGUIREHERS A/C AIR CONDITIONER MAT MATERIAL DI vo NOT SCALE vRAw1N6S.1-KITTEN vIMEN51orv5 SUPERSEDE SCAI.Ev TO BE SELECTED ) MAX MAXIMUM PERMITS,LICENSFS AIID APPROVALS. DIMENSIONS 3 CONTACTOR SHALL NOTIFY THE LOCAL TELEPHONE COMPANY PRIOR TO _ I'OD ip 11 J1 AB ANCHOR BOLT THE INSTALLATION OF THE WALL50ARD 50 THAT THE TELEPHONE LINES HILL E"1Y OI INER ../i. ME MEDICINE CABINET A ALL THE WORK T THIS CONTRAST D SHALL BE OOMPLETED IN TO THE CONT INTERFERENCE IR)SHALL COORDINATE THE VYJRK OF THIS CONTRACT l'A4; ADJ AD.AISTAF3LE ACLORIATIO W TH THE ATTATLIED DRAWINff,DOGIMEMS AND TO AVOID ANY INTERFERENCE WITH ADJOINING PROPERTIES,&IILDIfIv, BE LONLf1.LED ME6H MEOHANI6AL SPECIFICATIONS STRICTURE',ETC. 11 AFF ABOVE FINISHED FLOOR a ALL WORK SHALL BE EtECureD BY uce1J5ED EESRingNS `ASN? AL ALUMINUM MFR MINIMUM NRE(R) N. 30 ECT SHALL OF ALL FUIISHES O O HER F RLS TO BE UiED IN THE `U 1 ALT ALTERNATE MIN MINIMUM 4, COPIES OF ALL NECESSARY PERMITS,LICENSES Al CERTIFICATES --- PROJECT SHALL BE '-A.9NITTED TO OWNER FOR APPROVAL PRIOR TO 5 LOIJIRALTOR SFIALL MCJVIDE ALL SEW.ICES AIIV PLC.,"]DRIES 4 `CD'J N' MLD MOULDING SHALL BE AVAILABLE ON PROJECT SITE PRIOR TO THE COMMENCEMENT OF -IAT �' S i EK. BOTTOM OF LURE COMMENCEMENT ARE GF THAT VWIRK. ALL FINISHES SHALL HATCH EXISTING OF ROPER,F FINAL WNIIEOI ION TO ALL EN A14 TENT RATIONNO ELECTRICAL 9,'t 1! 'llih® MEMBRANE THE WORK.PERMITS MAY BE REGYIIREp TO BE POSTED AS PER THE LOCAL ADJOINING AREAS BD BOARD PJ)ILDIN6 DEPARTMENTS REd11REFEMS, POWER,FOR PLICAL NO INSTALLATION AHE OPERATION T THE ASSEHBL /2' % /L"' U TER -- l +: Ti� F40 MASONRY OPENIIJ6 f I COLI 1_SEF'. 1 '!li D VRITTEN DIMENSIONS SHALL HAVE OVER OVER PALED 4k BLDG BUILDING HTPIR MOISTURE RESISTANT a ALL ELECTRICAL WORK SHALL BE GONE IN STRIC T ALLJRpnIM:E w11H E3ALU5TER Ell BLOLKI N6) HT MGINT(ED)I NG) IN RA CONTRACTOR SHALL PURCHASE AND PAY THE LOST OF THE pIHEN5 DI ARE DETAIL DRAWIN.55 OVER SMALLER SCALED SITE YTS ALL CURRENT REu'IUIREHEIJTS OF THE NATIONAL ELECTRIC LODE. INSURANCE ET LWERA6E,WD BY L ARP/0SATION,MATERIAL hl8 LABOR DIMENSIONS DIMENSIONS ESTABLISHED ST SHALL GOVERN SHALL SCALE DRAWINGS WHERE T pfl 5EElm BEAM N METAL BONDS,BTL.,AS REd11RED BY LAW ANp/IX2 OWER CONTR CT ARE ESTAOL D ME SU CONDITIONS IN CONDITIONS PRIOR T cgITRALLO MER TRILAL PHUT AM TATORI SHALL L NLIAPR RT I• �'1�'' BSMT BATH 1111 T N NORTH PARIS TOR SHALL FIELD GOHMEN EXISTING OO HORKHIS PRIJR TO OF THE WITH ALL OTHER TRACES WFIICH ARE PGE5EIIT ON SITE AND/OR PART I, OF THE PROJECT. i•� R_R�f ORDERING MATERIALS AND LOMMENLINv WITH THE WORK y i41'e' I BT BATH TUB NA FLOW OR FORMERLY 6. THE CONTRACTOR SHALL COMMENCEMENT FIRE F NOR UIOF THIS IN THEON PREMISES CE 1". - J[' NA NOT APPLICABLE FROM THE DATE OF THE LOMFE BY OS OF YURY OF THIS DIOR LOCAL 30 LOMRALTOR(5)SH EAR PROVIDE ALL SAFEGUARDS NN L AND T A 0 BURNISH A ALL LBE M FI+TUBE-,.:DERE IE WIDN LAFIPS AND IO I nTI1RE BW BOTTOM OF WALL HIL NOT IN CONTRACT (i1hNTITY SHPLL BE DETERMINED BY 0511A REGULATIONS AND/OR LOCAL R3ELWDE IN,URY TO OVHER5 AND CONRUCTCRS PERSONNEL AND TO ANY SUPPORTS AS MAY BE REWIREC FOR ME INTENDED 115TALLATION GAB CABINET FIRE MARSHALL OTHER PERSONS AT THE CONSTRUCTION SITE NT5 NOT TO SCALE 9 APPLICABLE ELECT AND COPE RC51LAre5r ECina+/ _ C'O6a hiC'TI =dCE= ` Y"I `i GAM" CANTILEVER OC. ON CENTER A.NATIONAL ELECTRICAL CODE ;�ui. 31 ALL CONTRACTORS SHALL EXERN&P GOOD.IIPSEHENT TO ROBE11ZE GI CAST IRON ON OVERHEAD T THE HORK OF MI SHALL 611R FOR THE IOD OF EACH TRACE AND THE B NU AL CO E HAV( LAEbRATORI STAIIGARLs IID-/II(— ([/-1 / ) Y N 1:- EMIRS WORK TA THIS CO MPLE T FOR A PERIOD OF NTI YEAR FROFI 11E DAMAGE TO EXISTING AREAS((ALLUDING DAMAGED LAWS, SYHUBS, L LOCAL COPE HAVING.LRISDICTIJN /I •'� GJ CEILING J05T OPG OPENING wJACENT STRUCTURES,BTL) AREAS)DAMAGED WE TO NEW CONSTFH:TION CCJJ hfi DATE OF SUBSTANTIAL COMPLETION DATE OF SUBSTANTIAL COMPLETION O NEPA 1" G,fI CONTROL JOINT Opp OPPOSITE(HAND) SHALL BE DETERMINED AND DOLUEJITED BY BOTH THE CONTRACTOR AND SHALL BE RESTORED TO ORIGINAL CONDITION ALL DAHPGES SHALL BE E NYS CODE c1- Ul E �;:,' LK CAULKING) OPI OPTIONAL OWER AND AGREED UPON LORRELTED BY RESPON5IBLE LONTRPGTOWS) AT THEIR OWN E+PENSE EC'AN DETfi` h 'I � I " CLG CEILING OSLI CANNER SUPPLIED/ IJ CONTRACTOR SHAu STIPTLATE JHDER THE BIC PROFJSAL FOR 1 A I�NADE l.'F I-ATTR ALS IHii GLR LLEAR(ANCE) LONTRALTOR INSTALLED 33 ALL CONTRACTORS 5HALL BE RESPONSIBLE TO PATCH DISTURBED SEPARATE LINE ITE(FOR AN ALLOWANCE FOR THE ELECTRICAL FI!NRE`+ TO BE 5LLEC TED ---444 I_ i� 0 AL CONDITIONS IN THIS LATEST EDITION OF THE AMERICAN INSTITUTE OF AREAS A5 NECESSARY OLE TO THEIR RESPECTIVE PORK,ALL AREAS WHERE MEN SAUDI THE BID RADII.-� EC'��E GE'IJ CONCRETE MASONRY UNIT PGG PRECAST CONCRETE ARCHITECTS 201 'GENERAL CONDITIONS,OF THE CONTRACT5HALL Be ExISTING HAS BEEN REFINED AND/OR NEW ABUTS EXISTING BT l-1F'WER/ _— 3,_ " 'I,'f : PH PHI5IOALLY HANDICAPPED H IFPS DIRECTION THE F LAO INUP, MAPS, TI SHALL PHONE AS PER � DECK - � 1_ V RADIUS' CA GLEAN OUT GONM CT ADA I IMO THESE HEREIN THE TIONS AND (TION Be TINGING TO THE JWIERS DIRELTIJN THE FOLLOWINUi ITEMSi IfIrER+:OM, TELEPHOIIE, AND/OR JL11ST 1 ,, p (ACCESSIBLE) LONTRK,T A5 IF 1'RITTEN HEREIN 1HE LATEST EDITION OF THE AFERILAN 33 ALL CONIRAGTORS ARE`0,H40MRAl TORS nRE RESPONSIBLE FOR „ j, �y. 'ALJ, CONI CONCRETE ALL LAYOUT FORK,INCLUpRG SPECIFICATION LAYOUT/COOFDINATION TV ANTENNA(COA%1 WIRING IH HA LE PRIOR TO 1115TALLATI011 OF THE (�"YID 1 PL PLASTIC LAMINATE LINE INSTITUTE T ARCHITECTS 101 SHALL BE USED AS THE CONTRACTUAL iyf Nl . n LONG CONCRETE OMER OS E REQUIRED R CTO S)TO COORDINATE IL- NORK THAT WALLBOARD.ALL TEMPERATURE WIRINV' SHALL BE RUIN CONCEALED IN PLAN PLASTIC LAMINATE A6REEI-ENT FOR 1NI5 PRO-ECT ___ S/- 'b "" C�_R NII(A='U- ryrt (TONT CONTINUOUS PNL PANEL SAUDIS OMER AND CONTRACTORS) TO ORDINATE ALL WJRK FIAT HAY WALL(5), FLOORS).AIJD/OR CEILIIJG,S) - - X GPT CARPET PINT PAINTED) Al. THE LCNTRATOR SHALL FAMILIARIZE HIMSELF WTH THE EXISTING SITE LPlSE IMWE HAR05IIIP AND DELAYS AND INTERFERENCE WTH THE CONOU:T I'_, CONITRh:TOR SHALL DETERMINE WIiETHEP. TI'S E•ISTll li ELELTP.ICAL .-,R�'I IND 1-SNIT E(EF: AND THE INTENT OF THESE PLANS.CONTRACTOR UNSLUDIH5 OF THE FORK AND RESPECTIVE 51RLONTRALiORS SERVICE 15 5LFFIOIENT TO SERVICE THE HEW APPIT1014 AND SHALL IOTIFI pi GT COLLAR TILE POLY POLYVETHYLENE SU$-GCI`NRALTGR5) 5HALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE 34. EACH OONTRALTOR SHALL EE RESPONSIBLE FOR MANTAINING SAFETY THE OMER ALCORpM6LY UP6RA TING THE EXISHILS SERVICE SHIALL BE T GTS DOLLAR T K PR PAIR FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY ON THE JOB SITE WRING THE CONSTRUCTION PHASE TO COMPLY WITH THE IIICLUDEP AS PART OF THE BASE BID _ J' 1 GW GOLD WATER PT PRE554JRE TREATED LUMBER DISLREPANLIES BETNEEN THE ANAL CONDITIONS AND THE RELLLATION5 AND REOUIREMENIS OF THE OCCUPATIONAL SAFETY AND - VIC'C'L' L,A I fly-E t DF DRINKING FOUNTAIN PLWD PLYWOOD DRAWINGS/DOLIIFENT5.IF IN THE COURSE OF CON5TRIICTON A CONDITION HEP M ADMINISTRATION(OSHA) THIS SHALL INCLUDE BUT NOT BE LIMITED TO T DH DOABLE HUNG OT QUARRY TILE EXISTS WHICH DEADREES WITH THAT AS INDICATED ON THESE PLANS.THE PROVIDING FOR ADE AUl AND PROPER BRALUO,SAFETY RAILII65,AND DIA DIAMETER QTY QUANTITY CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT.SHOULD HE SECURE FOOTINGS FOR ALL TEMPORARY 5CAPPOLDINA STAIRS,ETAS,AS -J" PPL-,LIRE I� �.I DIM DIMENSION RAD RADIUS FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE HIM THE WORK,THE FELL h5 PERMANENT CONSTRICTION l REATECI PO---1 {�, ILJOL' C7LJ�_I�II46 _ v 'T' 1'',(:) DIR DIRECTORY CONTRACTOR SHALL ASSUME ALL RESPQYSIBILITY AND LIABILITY/JRISING 35 ALL C ANY INTERFERENCE SHALL COORDINATE TNR FORK OF THIS CONTRACT 1 ,;�,1 ROP REINFORCED CONCRETE PIPE TO AVOID ANY INTERFERENCE WITH AD.xJINwG PROPERTES FOR LATTICE ' DR DOOR N vol RD ROOF DRAIN 36 IT15 AOT THE INTENT DF THE 5PELIFTC,ATIONS TOP IDF FOR M )1 DTL DETAIL RE REINS ,]INCE ),(NG) O.ALL MATERIALS USEN IN THE PERFIPNENT C/JNSTF IN S I THE SUBSTITUTION OF ANY h14TERIAL(5) BY SPECIFIC BRAND FWETHER EQUAL OR I ' - REF REFERENCE PREMISES NCE BE NEW AND LOUSED AND RECOMMENDED IN STRICT t NUT I.Wly` SPECIFICALLY LALLFD FC21N IN5TPNLE51^WERE MATERALS �- 'J" E-��' F'i'_�T DW DISHWASHER REM REFRIGERATOR CONELLATIONEWITHATERIATAND ON5TRUBE FOR .— ARE NOT SPECIFIED.CONTRACTORS ARE TO PROVIDE SAMIPLES FOR uRAC E DWG DRAWING RENT REMOVE INTO ME HON ALL MATERIALS AND ACCORDANCE TO BE ME EDITION SELECTION AND APPROVhL, -L NNE- F15T EAST INTO TIE WORK SHhLL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION ( yl ! EACH REO REQUIRED OF ASTM SPECIFICATIONS UPON RICHEST BY OMER THE CONTRACTOR 37 Hill EXIBTUO WALLS ARE REMOVED OR THEW OPEI006E ARE CALLEDFA li - � REV REVII 0N(5), REVISED SHALL BE RESPONSIBLE TO PROVIDE THE NECESSARY DOCUMENTATION OR FOR IN EX15TI1G WALLS(STRU MAINE 1,PRIOR TO REMOVAL OF WALL, 1 II1:� EL ELEVATION RH RI6HT HAND HATERIALS PURCHASE ORDER(5)FOR THE PRO,ECT. 5TRULTURAL ITEMS ETC,CONRACTOR SHALL BRACE ANO SHORE EIISTING 11 ^ „ ELEG ELECTRIC (AL) RM ROOM CONSTRUCTION A5 NECESSARY UNTIL HEW STRUCTURE AS SFEOIFIEO 15 IN 11 ELEV ELEVATOR RO RO1K 1{ OPENING 11 TRASH 5HALL BE REPIl FROM THE PREMISES MANNA THE SCURSE OF PLACE EO SGUAL RR ROOF RAFTER CONSTR STION AS A ROUTINE OPERATION,AN✓D/OR AS THE OWIER5 11 �-J� I/"1" DI.P ICH' L��N�- -� , I REGUIRE-ENTS 3B ANY uNFORSEEl19H0-GRADE PHYSICAL CONDITIOIyS) DISGJVERED AS 11 ANI-H,-,R "J" BOLT INT,_ P, -�TOTII EPIC ELECTRIC WATER COOLER 5 SLOTH HELL AS ANY ENCUMBERAOHS),UTILITIES,EASEMENTS,ETC NOT INDICATED 11'f _ Fj(G EXI5TIN6 5C SOLID CORE 12 PE516N TIMBER 5T 5. ON SURVEY(5)4 51TE PLAN(S)OR pRAWIN55 5HAI-L BE REPORTED EXP EXPANSION 5CL "SELF CLOSING -Po• IOOOPSI,E•1,400,0.'O PSI HEM FIR LONSTRU:TION ORAI IMMEDIATELY TO THE ARCHITECT,AT HUGH TIME THE 155'JE(51 WILL BE ' ) EXT EXTERIOR SDR AIDING DOOR -W DEAPP51,E•I,100,000 P5I D0.OLA5 FIR LARCH HO GRADE RENEWED AND ADDRESSED, ISO -� T" C'I A • 'L"D r F , Al FRESH AIR INTAKE 5HR 5HOWER CONTACTOR 5HALL USE THE DIFFERING GRADER OF LUMBER WHERE F 1=;.';-'l TIL' 39. ANY DISCREPANCIES IN ANY PORTIONS ff THE OLES AND WHICH ARE �1,1 FBO FLOOR M BY OWNER SIM SIMILAR CONTRACTOR SPECIFICALLY NOTED USE BANS FIR NO OTHERWISE NOTED ON PLANS AT OONFLILT WITH ANY LAWS ME MORK 5,CODES,RULES AND REGULATIONS • �^. Il FLOOR DRAIN 561 K TARE CONTRACTOR SHPLL USED NDSREG FIR IC 2 E%LLUSH COM TEARING ON ITHETE CONDUCT OF THE FORK SHALL BE IMMEDIATELY REPORTED Ai ' ',j,;1 FOL F16ERGLA55 55T STAINLESS STEEL B ALL DRYWALL SHALL BE USG NATIONAL GYPSUM COMPANY 112-TNIILK, TO THE ARCHITECT I, fle t@/ 1, FIN FINISFKED) STD STANDARD TAPED AND EPACKFJPD TwREEx31 cants. 40. EA5TING CONDITIONS INDICATED ON ORAWUO5 H RE FROM FIELD S 1 1, , T ,Tjrl$ ,, FIX FIXTURE 5TL STEEL H, ALL DRYWALL SHALL BE PRIMED AND PAINTED(2 FINISH COATS) (PAINT MEASURA�IENTS TAKEN ON SEPTEMBER 16,2000 Al FLOOR JOIST SURF SURFACE SHALL BE BENJAMIIN NwORE,OI.E. ' it is SW SWITCH 41, DRAW@S5 AND SPECIFICATIONS AS INSTRUMENTS OF SERVICES ARE -.,.,I'c Irl'^1 FL FLOOR 15 CONTRACTOR SHALL PATCH A5 REQUIRED ALL AREAS WIEtE EXISAMO AND 51 REMAIN THE PROPERTY OF THE ARCHITECT YWETHER THE H HrINS FLG FLASHING TL TOP OF CURB HAS BEEN REMOVED Al NEW FORK ABUTS E%15TUG PROJECT FOR WHICH TEY ARE MADE 15 EXECUTED OR NOT FIND FOUNDATION TO TOP OF GRATE 16 CONTRACTOR SHALL REROUTE AS REWIRED ALL EXISTINIG PUIHIBURO, THE DOCUMENTS ARE NOT TO BE USED ON ANY OTHER PROJECTS)OR FT FEET TEL TELEPHONE IF FGTRILAL,MECHANICAL,HEATNG UNDID),TELEPHONE LINE(S),WHICH EXTENSIONS) TO THIS PROJECT E'LEPt BY A6REEMENF 1N WR1TN.i AND HIM FTG FOOTIh1G TEMP TEMPERED INTERFERE WITH NEW CONSTRUCTION APPROPRIATE COMPEN5nTION TO THE ARCHITECT. 1 !, GA el THK THICK(NE55) D hLL F�TFl55 SHALL BEAR OU LFIDISNRBEDNIR6IN SOIL W M A I ! `L GAL GALLON TW TOP OF WALL MINIMUM ALLONADLE SOIL BEARING PRESSURE OF THAI TONS PER 501VARE 1 GALLA GALVANIZED TYP TYPICAL FOOT AND STALL A MINIMUM OF 3b"OF COVER 1 VEST VE5TIBLE 1 GAR GARAGE ID, ALL CONCRETE SHALL BE 3OP0 P51 STONE CONCRETE AT 26 DAYS 11 6L GLASS VIF VERIFY IN RECD CURING PERIOD. q4 VCT VINYL COMP051TION TILE a IU.f}WF��S GWB GYPSUM WALL BOARD W QST Iq. DESIGN IAA05 SHALL BE A5 LOAD Si GYP GYPSUM YV WITH FIRST FLOOR -4o FSF LIVE Law MB H05E BIB SECOND FLOOR-BO PDF LIVE LOA FAIL DETAIL 1 1 11, HIS HOLLOW CORE NO WITHOUT ROOF -3o PER LIVE Low R�\ L 1/ L L WG WATER CLOSET ATTIC AREAS - 10 PER LIVE LOAD HDR HEADER Wp WOOD HM HOLLOW METAL HH WATER HEATER 20 ALL HEWERS SHALL BE MINIMUM OF(2) (Z I WITH ACUOUS IY ti HAD NIGH POINT WIN WINDOW PLYWOOD FILLER AT 2'X4'HAITI U)CEDAI WITH(21 U2'IAIJTINLCIUs f 3 HT HEIGHT PLYVJOOD FILLER AT 2'X0'WALLS.UNLESS OTERWI5E NOTED HW HOT WATER NO HALL OVEN CHINE SCALE: " =:I'-O` gg 111111 21 CONTRACTOR SHALL DOUBLE UP ALL FLOOR.GISTS TINDER T MAY'I.EL _ �)i9 ! 5+ 'I INS INSULATIIDN(ED) PARTITIONS TO SAME,AfQI ARgM1 ALL OPENI1I65,WETFER THEY MAY'BE IN i If WP WATERPROOF Ny, M/ INVERT THE FALL OR ROOF CONSTRICTION WWF YIELDED WIRE FABRIC JT JOINT Ui ALL STRUCTURAL STEEL SHALL BE A-36 GRADE STEEL AND CHOLIC BE f LAM LAMINATED) INSTAJ FD A5 PER AIDS STANDARDS LAV LAVATORY 23, AJ. INTERIOR DOORS SHALL BE STAIN GRAPE 6'-B' HIGH X 1 311 LB POUND THICK,BOTH AS NOTED OH PLANS ALL DOORS 511ALL BE SELECTED Bn " LDR LEADER OWER 1 wN I 'l 1 ISSUED FOR BUILDING PERMIT AUG, X001 Ci,,''le;'� h rp,la ', nnrr'' �[ } I r'I., I��ROJ M-9 Il la A .', PROPOSED FIRST & SECOND FLOOR ADDITION ADDITION FOR: MR. AND MRS. BRODARIGK RESIDENCE ' WANTA6H, NEW YORK II'!g3 Np 2g56 KENT RD EAST D q ROOF S59 FELT GENERAL NOTES dq (2) LAYERS OF ISIr FELT �� E/(STING _` N CEDAR 5HIN6LE5 I4 vr" GPX 5HEATHIN6 DETAILS P ROOF RAFTERS AS SPECIFIED I IETAL _ FASTING bHEATHINE WIND/HLIRRIGANE CIIP FLASHINv UTTER 4 FLA5HIN6 I" X 6'• 0 EACH R.R TYP, 1 1 FASCIA '" Q 2"x10" LEDGER l N ROOF RAFTER- IL-1IST �� LA6 BOLTED WITH 1 t "� 11 '1` VINYL VENTED SOFFIT HANGER S.2) Xi" LONG TUD TR r. I.I% VENTED VINYL O O (21 PER YJALL STUD TTP. �. W SOFFIT ALUMINU12' MIN 61RDERM GLADDED iVINYL "J" CHANNEL s -OFFIT vwTL QQ�� o AUGUST, 2001 CI i 4", TAPERED COLUMN b" DIA TO b" PIA EF.IS TINo Er_IST11,1 ET uC' D D B N (OWNER SELECTED) CEDAR SHIN6LC-_ CHECKED D ll o SCALE A5 SHOWN A-5J ! f: '• t`: , ` ' SOFFIT DETAIL I RAFTER/WALL DETAIL 2 SCALE: I =1 -O SCALE: I" =1'-O" _ A—� A— � �cGREDAgCy� 7�(LI) I°fir, a:."IlU) E' /' "ICI' ��g eINP OMi9A ���J NLaP�I I-v- y� (� k 1 v� b0 O III IC„ IfNI � 11 II C k L1111�. 1D 1 1 �f D.02595 Q FOE NLj E�� I IP , ,,I � NJ