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HomeMy WebLinkAbout27037-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27908 Date: 09/04/01 THIS CERTIFIES that the building ALTERATION & ADDITION Location of Property: 1525 WEST CREEK AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 110 Block 2 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 20, 2000 pursuant to which Building Permit No. 27037-Z dated FEBRUARY 1, 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 ALTERATION AND ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SUSAN E EGAN & SALLY A MCGURIE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 561709 06/20/01 PLUMBERS CERTIFICATION DATED N/A s utho ized agnature 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. 27037 Z Date FEBRUARY 1, 2001 Permission is hereby granted to: SUSAN E EGAN PO BOX 753 CUTCHOGUE,NY 11935 for ALTERATION AND ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 1525 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0002 Lot No. 001 pursuant to application dated OCTOBER 20, 2000 and approved by the Building Inspector. Fee $ 75 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 Form No. 6 Pd, emr 7s3 , TOWN OF SOUTHOLD BUILDING DEPARTMENT �93s TOWN HALL 765-1802 --- APPLICATION FOR.CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply, and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and pre-existing land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a.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 Buildiniz - $100.00 3. Copy of Certificate of Occupancy - .25vp 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $155.00, Commercial $15.00 Date . . . . . . '0, . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . . . Old Or Pre-existing Building. . . . .✓. . . . . . . . . . . . Location of Property. . . . . . . . . . -.. . . . . . . . . . . . . . . ` wE°. . . . . . House No. Street Hamlet Onwer or Owners of Property. .,74A.\2 .. 1 .A.t. . . . . . . . . . . . . . . County Tax Map No 1000, Section. . .�� . . . . . . . . .Block. . . . .. . . . . . . .Lot. . . . .\ . . . . . . . . . . . . . . . . Subdivision. .Y"1,c: z'%, '.I. . . . . . . . . . . . . . . . . . . . `.Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. . . . . .Date Of Permit. .. . .Applicant. A -,4 . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . .. . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . .� . . . . Fee Submitte $. . 2 C�. . . . . . . . . . . . . . . . . . . . ��� . . . . . . APPLICANT THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185152 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JUNE 20,2001 Application No. on ff"cle 12524201/01 N 561709 THIS CERTIFIES THAT PERMIT NO. 270372 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of EGAN, 1515 WEST CREEK AVENUE CUTCHOGUE, NY in the following location; ❑ Basement t� 1st Fl. ❑ 2nd Fl. OUT Section Block Lot was examined on JUNE 05,2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENJ FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 2 5 3 2 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS W. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS. SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1!2W 10 3W 3 0 3W 3 0 4W PER 0 OF CC.COND. NO.OF HIAEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: PADDLE FAN—F-1 REP ELECTRIC LIC.#4727 L P.O. BOX 635 MATTITUCK, NY, 11952 GENERAL MANAGER 11 Per This certificate must,not be altered in any manner; return to the office of the Board if Incorrect. Inspectors may be identified by their credentials. - -owl 1. •.a.i. r.aA r II♦# rsa•r • • .a%few*W ..• .. .� h NJON C 3 h z W ! avnwruo 11PA1on w ^me > H. 86' 03'40"C. — 161.06 ` I Klan two "id WW Tow IfA11 � 0 tI t�i1 tiOt 1A Q •1 Q RW rx tia LRVVT RM N01 MAIMq i Pao _LAW/d1 Of7 "On YAI Of 0"*$to YAI NAIL 1)1 a coNes" J Y A V.ID M COPT, w1Ar, WID Nsrt0.1 111Au r« NT !Q Mt TtOM lot W11QM h./ nwvt. raaa. . o"Nit Whau 10 9% fu tori WvWwImfA4 040cv •w � W04 Mst1 low 114110"foo". Ata' .0 W 0 11H &A" s a tog tfTero DM1• •*v 0 V11011 au An 1101 flA�11•••. --•�-•'1}-•_ 0 .Dots rar..�.,.... ••. ..war,r M _ lJJ 19 t N V t pus oH�: *Aa. SCA E . O1' I' 10 Z NCE O.0 s... 1 to C1 .�KQN PIPE W a G.- 0 3 4Q W. -�. 111.15 _ . .. _ .._ s i ' u Otto a4rhardt w E M15E5.. , MAP OF PROPERTY SURVEYED rost �r W f L L i A M R.� BAR.BAR42A•YY L Aw R EN.c W , v " FLEET'S NECK CUTCHoaUE t H. Y. -e AI , .� tA% i • • Guaranteed to The Title Guarantee Co. APIZ.25,1ge RODEOC4.VAN. TUY Ll PC 1: 5d i' e•I ctT' OF WAY rO ' wEsr c2EE1c LICen6sd ' Land Sur pyo moo' 1. 6 e e.e n o r r N. c_ � .�uL�.� too t.... :. . N Y. BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: / 1.221 o, APPLICANT NAME: ,Egc�rJ < ou,.►e DATESUBMITTED: SCTM# --- DISTRICT: 1,000 SECTION: //o BLOCK: L LOT: PROJECT LOCATION AND TYPE OF PROPOSED WORK: PROJECT DESCRIPTION ADD LT ACC OR N/D: _.JcloS�� STREET: /lam.r w sr Cr«is 41. CITY: �r[r�,ctogw�• SUBDIV. NAME:f/,r3 ARCHITECT/ENGINEER: 130 u ce j".1 �Ia s-t�,a FIST FAST TRACK: YES ORCO) SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES OR O NOTES: e- is7,,4 LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS OM JAN.1997 100-225.Merger.(A o conforming at any time after 7/1/83 ZONING: PERMIT ESTIMATE AMOUNT:-$— /C .00 PERMIT USE: EXISTING: 7 F__/ . INTENDED:s'��` ZONING DISTRICT:K40 80 AC CONFORMING: YES oN )REQUIRED LOT SIZE: SQFT. WHERE ACTUAL LOT SIZE FROM? Ax CARD ACTUAL LOT SIZE: /0 SCS SOFT. REQUIRED xr- (" QUIRED REQUIRED FRONT:3S ' PROPOSED:/` SIDE YD: /0 '/�' PROPOSED: 3,2- 'l a ' REAR: 3S 'PROPOSED:-9z ' LOT COVERAGE: ALLOWED: 2-6 % EXISTING: sf % NEW: sf_% TOTAL:soS3 sfA--9% CORNER? YES oR&A WAT ER FRONT? YES o NO DESCRIPTION: FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: /6 FLOOD ZONE: C , AGENCY PERMITS REQUIRED FOR REVIEW INCLUDED IN APPLICATION TOWN SPETIC PERMIT: YES o1 N SUFFOLK COUNTY HEALTH DEPT: YES or O (BED #): DTE: / / PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or os (a/ SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or NQ — /9 eT Y Pius TOWN PLAN. BOARD APPROVAL: YES or O NYS ENERGY: YES OR NO EGRESS: ENT: LIGHT: NOTES:/ / vk, ll 9— a /.i P G.i z/4-9 _ O —.S rrzs o.o a. J S FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR SF SECOND FLR SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE TOT( SF)- ( SF)= SFX $ =$ +$ +$ _$ 7S 765-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ ] ROUGH PL G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & Ct11MNEY REMARKS: ,DATE -INSPECTOR 5x 7.,, 4��, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUN A ION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY E RKS: `J �4 ,DATE IN8PECT0 s FIF i ssa.Lr'J.$ NSPECTION REPORT _ DATE COMMENTS 1 a= =axs=a=asascsaass= x-s-----a----- ENTS '\1 N' - -----II--- cea=sa=o==c==xa====o=====_=====ass-------�•------ \ � W FOUNDATION OST) jj N H I�- I ci FOUNDATION (2ND) II 1 u CA -AV- ROUGH FRAME & B _ o PLUMBING II II ifif II II Ncn INSULATION PER N. Y. t� STATE ENERGY CODE aaa:=xxsx=ax=saaxxxxa=azsl�=- -�azaa-Baa=xa=x-====___�_ - m II � Q II FINAL u if azsa=asaax=a=xaax=x=xxx=x�-a==x=xx�a=x=aaaaax=a=x=a=a=a---- -a=x=a=a=s=xaa=xsax=x==aa=ax=ax ADDITIONAL COMMENTS: rl, N H O � x ------- t ro H �w`y. ,�i�,�, .°�".a.. moi.'y� ++� ,.i � � � � �� �s`{ 4 �� r V '! .� � f �, is /�* �r �... �, ..- Y . � �.� r�,� F .. jr b x' .fir `.'� � ... .. -.., y � G r y��t ; � � / �� � �� � .. •., . .. ' a. _ ._ yam, I C' r x' _(:.^ � � a -n 1.. _ ., � � '� ��.. � _� -.,�. °� '•. ,.� .. `� r 4 k OCT'Z �4 BOARD OF HEALTH .. . . . . . . .. .. . . . Y kTT m�n FORM NO. 1 3 SETS OF PLANS TOWN OF SOUTHOLD SURVEY . . -a - BUILDING DEPARTMENT CHECK . . . . . . . . . ... .. . . .. . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . .. .. . . . . . SOUTHOLD, N.Y. 11971 DEC , TEL: 765-7802 TRUSTEES ... . . ._. . . . . . NOTIFY: 3/' 73 �Io CALL . .� . . Examined....//2 ......., 20.4J. MAIL TO: Approved � -2 . . .. . . . . . . . . . . Aper � .5......., �O! Permit No. ..� .../��i .................................. Disapproved a/c •.......... j............ (Building Inspector) APPLICATION FOR BUILDING PERMIT Date.1Q.`. . d. . . . , 20.0O INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector v 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c._ The work covered by this application may not be camenced before issuance of Building Permit. d._ Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the,Building Inspector. APPLICATIO,I IS HEREBY MAIE 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 Lars, Ordinances-or Regulations, for the construction of buildipM additions or alterations, or for removal or demolition, as herein described. The applicant agrees to,comply with all applicable laws, ordinances ildin code, housing code and regulations, and to admit authorized inspectors an premises and in build' nece inspec s. Signature of appli t, or mane, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician lumber or build. L� > P ........................ t /�/'k. .........lf.l.� ....-........................................................... Name of owner of premises .��.(1 ...... ..4*(!J! ...X...r`re -.5'an ..�y�6?�................. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. .................................... (Name and title of corporate officer Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. p 1. Iocation of land on which proposed work will be done.t.,r1� .... e.5,T....CJr ee/ / v ..................................... v'e House Number Street ......Hanlet ......._..........._...... County Tax Map No/. 1000 Section .. .V. .. Block ..... .......... Lot .....I. ....... Subdivision _. L I7T/K5..... ........ Filed Map No. ............... Lot_.............. (Name) . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy ... I17�1. ..... ..!':.l.. ................................... b. Intended use and occupancy t??�v4c......FOF!u!: ....... .. Nature or work lcnecK wnicll applicable): New Building .......... Addition ..%� Alteration - •-- Repair -• Other Work Removal Demolition (Description) 4. Estimated Cost A.�..� � � fee .��............ .............................................. jj (to be paid on filing this application) 5. If dwelling, number of dwelling units ....I........ Number of dwelling units on each floor ...Allh Ifgarage, comber of cars .,.L:'1,r/.........................._... 6. If business, comnercial or mixed occupancy, specify nature and extent of each type of use.,1.`.................... 7. Dimensions of existing structures, ifany: Front...✓..© Rear .✓.0 .... Depth .7 .f... -r 11eight _ !?rte..... ._„ Nuaber of Stories .......'............. Dimensions of structure with alterations o additions: )Pont .34 .... Rear Depth ... 3., .;t< ...... Height _� r�..., ... Number of Stories :. 8. Dimensions of entire new construction: Front .. ...... Rear ..1.`!/ ..... Depth .... Height ......A1119............ l 119.._......... Nuaber of Stories .. /11 9_ Size of lot: Front .112 ........... nn 77 .r � f1 ..!fit„ Rear ® .... Depth 10. Date of Purchase ..................... Nae of Former Owner ........................................ 11. Zone or use district in which premises are situated .....9-40............................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ...A/0.................. 13. Will lot be regraded ...NO ......... Will excess fill be remover} from premises: YES S,fly /Y] c6a)re 73� GQa 14. Names of Owner of premises ........ Address t.5- .. � f..eZn--/.k_ #Lte- Phase No. .....: j/ Name of Architect112trJ�. � Address 32 An IWi4?4410 Phone No.73.4"-.-?-15? Name of Contractor ................................... Address ...............................Phone No. ............ 15. Is this property within 300 feet of a tidal wetland? j* YES .......... Na > ...... *LF YES, SOl7M-D TOWN TRIISLFBS PER TT MAY BE REQUIRM. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street nares and indicate whether interior or corner lot. srn.ir 01, raw Yaw, p SS Moly OF, ........ f d�l�...../....._ .......................hemp, duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named, J 1 lie is the ....... X1�d 1 (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perforin or have performed the said work and to make and file this a plicae. s; that a!l s'-4tuy-,n-t5 c(A.` ed .n 'Is appE cation are tr,,- 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 .................. ay f __......_ ... .20 } Notary Publ No.4856196 ........ . . Oua9iiied in Nassau Gourr�yy Term Expires June 2 (Signa of Applicant 3,arY- 17 PROPOSED GENERAL NOTES N 86'0340"E 161 .06' ..o....�--�-r ' VaNDOW _ REPLACEMENT & L CONTRACTOR SHALL CHECK 40 VERIFY ALL CONDITIONS TO THE SITE I y '2' I _ - - FRONT PORTICO PRIOR TO STARTING OF WORK AND 14E SHALL FAMILIARIZE HIMSELF WITH 6' _ THE INTENT CP THESE PLANS AND MAKE WORK AGREE WITH SAME. r EXI5TING LIVING ROEY15TING B _ _ - - - - � - - I AT THE '� -n . J --- - - - -O-M- -- --ED- - --ROOM- I 1 CONTRACTOR OR OWNER SHALL OBTAIN A BUILDINS PERMIT FROM THE - I Q TOWN OR VILLAGE PRIOR TO STARTING u.17Fd' OF REQUIRED) * //''��(fit T 'fT EGA �'''i`F��Y}' -3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, I I O M�/w1.J V HR / .4.f' JA��Y CERTIPICATE$OF OCCUPANCY,INSPECTION APPROVALS, ETC,FOR WORK PERF-OR'IED FROM AGENCES HAVING JURISDICTION THEREOF. z a PROPOSED I EXISTING ENG.OSED PORCH ,p x ;F 4. ALL WOW,$HALL CONFORM TO THE NEW TORO STATE UNIFOR'I FIRE I�� 43' v r4 • - 'ns g ` PREVENTION AND EUILDING CODE AND ALL RILE$AND REGULATIONS OF THE PEAR YARD 5ETl9AGK, RESIDENCE �✓���-✓N� m uNNenieD zfl RAMfNG $TORY I LO WEST CREEK AVE. __.. d TOWN OF SOUTTHOLD to S1 5 IF IN THE COURSE OF CONSTRICTION A CONDITION EXITS UMICN W 15. 01 Q t DrArvLLING, l7 ^- r ('�' DISAGREES WITH THAT As INDICATED ON THESE PLAs,THE CONTRACTOR °Y�I �''V 4x4 1`05 F TO IF", 4X4 P05T TO / 5144L STOP WOW AND NOTIFY THE ARCHITECT, SHOULD HE FAIL 'TO � - s I 04 CUTCHOGUE FOUND BELOW a \ POUND BELOW FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK,HE SHALL 1 I '� ' 13�.\L +Q ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM C`J 1 5-� I O' I NEW YORK x ----JL---JJ LIQ (2) 1 3!4"x' S I!�" (2) I ,3/4" x 5 7 R 1 (2} 13/R" u 5 I/2" (2J 5/=1"x 5 I/2' G. GRACING AROUND NEW CCNSI'R'UCTION SHALL SLOPE AWAY AND BLEND INTO Nt MICRO-LAM NUR. MICRO-LAM MDR. -- MICRO-LAM N1DR. MICR.0-IAM HDR, EXISTING. r e w 1W2431G-4 TLV"L431O-4 r TW24310.4 -TW24310-4 T. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR FMI,',TTU-�'�-]� ? X57-�'J` �1,A-14 ^' rN15J�NGSAP AG� CO -- -_ I ( -' SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE (BORROWED), Z A-,,y - -- ,REVISIONS DATE; I SHALL BE CLEAN SAND,GRAVEL, EARTH,OR A MIXTURE OF THESE - I �--- 1 1 CONTAINING NO ORGANIC MATTER,WITH A MAXIMUM SIZE OF FOUR ' - L -' INCHES, �.� cp rn I Q A PER 50U7f10Ld I -25-U L - 1 - - B COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED ' I Y '< DUILDING DEPT. SAND OR "BANKRJJN' GRAVEL FROM 51TE OR SOURCE APPROVED BY <>. �'Ia _ 4"x4"WOOD COLUMN TO FOUND 1'14E ARCHITECT AND APPROVED A SUITABLE BEARING MATERIAL FOR ��C"/�y FRONT YARD SETBACK ?' lu ; __ -� W! Ill"CEDAR VY;NCER TRIM THE PURPOSE OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING CAPACITY TO BE TWO TONS PER $O,FT. ,A "\N --` S. ALL F00rMGs$HALL BEAR ON LMDIBTUF'J3ED SOIL WITH A ME~ SOIL 6°O•} }O OTfS I PRESSURE OF 2 TONS PER SQFT, AND SHALL HUM AVE A MINIMOF 3'-0' /\`/' OF COVER 7AVfPAGE %`a,�c�. w+*+' �Ys 3C .7+rn7mK,.l co✓J�> 4s 10. ALL.CONCRETE SHALL BE 25¢1Fi P61 CONCRETE *15 DAYS. - APPROVED AS NOTED ------ ---_-_-- - IL DESIGN LOADS, FIRST FLOOR - 401/6F LIVE LOAD / ROOF - 30VSF - LIVE LOAD �, /-moo•Nra�,.l sr..--� srriiAucs ..f5 P-c�r ,a DATE: A P o/ 8.P N E D FLOORPLAN M r SECOND FLOOR - 30H8F LIVE LOAD \ / Q'LOOR PLA � CEILING - W-15P - LIVE LOAD 31 MA 0,��4 5 i 2e _$ JCS W,VTH-� FEE:_Z�BY. 1 - '� SCALE - 1,14"= 1 -Q" 12. DEBIGN TIMBER STRES5 DOUGLAS FIR 8011TH,NO.2 GRADE FB ° �9 �1 x/�10 12Le q/ �� NOTIFY BUILDING DEPARTMENT4PMFAt G 625 "1,E ° 1,200.000 PSI. T.J�A�Lu G"iiu�yl C'+@+ 765-iBD2 9 AM TO 4 PM FOR THE 13. ALL HEADERS SHALL BE(2)2'X*' 0 2'X4' WALLS / (3)2'Xe' WAL45OJ IONS !*" '[x pp gg; tl�PT@@'"'ll �, d� FOLLOWING ION - TWO `v ��iE IS IIJf . _ Tyr .J 1. FOUNDATION - TWO REQUIRED WALL TO BE- REMOVED O 2'X6'WALLS UNLESS NOTED OTHERWISE I,g�a_5D,�9 Q�' r10 P > FOR POURED CONCRETE WALL'TO BE REMAIN 14,ALL HEADERS SHALL BEAR ON 4'X4" POST •2'X4' WALL$ OR 4'X6' B�1t I' + p p'�r'kp*q�y�,'`" "pa*@�° -���TE 2. ROUGH - FRAMING & PLUMBINr, NEW WALL C(?N51 RUCTION PORT>•7'X6'WALLS UNLESS NOTED OTHERWISE I,Y� o Mint 8.J'y 4I1lV c 9J 4. FINAL S. TION '1 CONSTRUCTION MUST 15. ALL COMPONENTS, SHALL BE ANCHORED AND CONTINUOUSLY BE COMPLETE FOR C.O. CONNECTED FROM THE FOUNCDATiON"TO THE ROOF TO PREVENT ALL CONSTRUCTION SNAIL MEET T.- --- COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER PROVIDE OPENINGS FOR THE REQUIREMENTS F THE N.Y. -�-_. r_ i-�.-I WIND FORCER- o T'! J -L EMERGENCY ESCAPE AS STATE CONSTRUCTION & ENERGY -�1 - l 4c. FASTENERS AND CONNECTORS TO FLOOR BEAMB AMC BRACING ��j�J�{�� R�� REQUIRED BY PART, 7a,,3 (�{: CODES. NOT RESPONSIBLE FOR r I 1 SHOULD BE Cr- CORROSION RESISTANT MATERIALS AND SHOW NO YY 4/ DESIGN OR CONSTRUCTION ERRORS T. ,Z y. 1- T EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE N.Y. SYAIE BUILOING CUUE. p THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS. .- ri _ t ALL YASTENER6 AND COMECTORS INCLUDING NAILS,BOLTS,STEEL i; j IZ _ 1 1 Lij _1 I I I III WIND ANCHOR$, AND TRUA$$ PLATE$ ARE TO BE HOT DIPPED GALVANIZED. c �-,b A 'T' ry� --r-y6'-Q,�"---ry-(-,--T'-T I I L IS.GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2.4 INCH A V J:'ilt?G�'i FRONT YARD SEI' BI;k.4w lam. -.-- Gil A'i 1'' n' } -`(�'Y`-`f-7T Iy I BLOCKING ON 2-FOOT CENTER'S BETWEEN THE RAFTERS AT EACH (I 1 .I.. I.. 1 _ T._t L_ _ i GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING -- -------- I- rr rr T r INTERIOR FROM EAGI4 GABLE END. ��,'r' L ," ",�"-� �� 19. EXTERIOR GLASS PANELS, WINDOWS AND DOORS SHOULD BE j-1L Iy T�,7 - IN SOUND CONDITION,SECURELY INSTALLED AND CAPABLE OF PLOT PLAN _. TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE. I C��� � r LI�)1 I 20 ALL FLA5HIhL"i 614ALL BE ALUMINLIM SCALE - I "=20-0" I 1 �'1 i L _I I C C�1.,1J.Y/" 7 I., 4 2L ALL RAFTERS SHALL BE ANO30RED TO FRAMED WALLS WITH 'HURRICANE -r_� rpt n� �II I I I 1 1 CLIFS' a WON CENMR " DO NOT SCALE DRA INS6. WRITTEN DIMENSIONS 6UPERCEDE SCALED GIMENSION6. ARCHITECT HAS NOT BEEN RETAINED FOR CEJ SPIE INSFECTION5 AND/OR OBSERVATICN5 OF THE CONSTRUCTION I _�il{II I !� 11 �� i ❑� 21 DRAWING5 AND SPECIFICATIONS AS I1,15TR)MENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT " FOR(0441 I THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED Ad ANY OTHER PROJECTS OR EXTENSIONS TO 'THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE __�_= l=cc__-_�._:_-➢__w:._ -- - ARCHITECT 5OUAPE 1 \ 24. PATO{ A6 REWIRED ALL AREAS WHERE EXISTINY3 HAS BEEN RET IOVEG Qs� OOLI)h7nl----- `MEITING 511DING AND/OR NEW WORK ABUTS EXISTING. "RE EXISTING WALLS ARE REMOVED TO REMAIN---,\ OR NEW OPEN11339 ARE CALLED FOR IN EXISTING U141.1-6, PRIOR TO �s - - --11 "OVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., r J -1CONTk`AC1'OR SHALL BRACE EXISTING AS REWIRED UNTIL NEW HEADER A6 BOULEVARD y(y� 77 ,� ��7�'y PLANNING 5PECIFlEG 151NBTALLED, J,)�,J�U J„�LYj'fJ,\,L,F rLL"1N1Y1JVV 25 ALL 'MICRO-LAM'LAMINATED VENEER LUMBER TO BE DOUALA5 FIR AS I I Fj- h14VUFACfURED BY TRIS JOIST CORP.OR EQUAL. SITES A5 INDICATED ON EAST, P77 /^I ( 1 1 L PEAS LANS. MCRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE '_. I� T, P.C. WITH M Wr-ACTUR.'R•S SPECIFICATIONS AND RECOMMENDATIONS. a AY'LCHITECTS ENCrTNEERS LJ - - - 26. ALL METAL JOIST HANGERS AND OTHER METAL CGNNIECTOR5 REQUIRED SHALL EkE '51MFS0N STRONG-TIE CONNECTORS'OR EQUAL AND 81,141- BE �J 32645 MAIN ROAD y-,B.y,-� py.Tr+l- -Fd tl y-. A .�-vS�yTT CAPABLE OF HANDLING LOADS a CONNECTION POINTS. INSTALLATIONS SHALL _- '_ _^ CUTCHO(iiJE,NV Y. 11935 +�+E S"T] A 1_:,A.+E A d 1'C91.V BE IN STRICT CLNFORIANCE WITH MANUFACTURERS 5PECIFIC`ATIONS A1JD �-POOP SNINGLT5 TO MATCH E(15T. RECOMMENDATIONS. 2x i O kIDGf.BOA ' -- DOUBLE JOISTS UNDER ALL PARTI'NON5 PARALLEL TO SAME AND AROUND 2.8 R.U. @16"t').C, Tatepli Fn , ALL OPENINC�S. W1 112° PLY ROOT 5HEATMING 631-734-2011 516-538-4040 26, PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD , /� ���-' 2xG C.J. (rTi 16" O.0 29. ALL, FIMSHE5(INTERIOR AND EXTERIOR)SHALL MATCH EXISTING AS / .� ��,,,- -- W/DrADDOA4;D CEILING CI-MM 45 POSSIBLE. Internet: www.blvdplan.com _ --(2)2x6 MOR. W1 Ila,CEDAR FINI91i " Z/� G 30. EXISTING CONDITIONS INDICATED MERE FROM FIELD MEABLIREMENfS TAKEN ON OSAS/00. ALL DIMENSIONS ARE 5A5ED UPON VI6UAI_ I ■ ❑ -1 APPLIED PILA5IERTO PRAMC <' OBSERVATION$. ARCHITECT MAKES NO REPRESENTATIO'4 AS I , J -DOOR k MATCH COLUMN DCTAIL M P�N'W'U+L7a�Ua+ lnau+e.N21NamUHSNrxae senvrcq TO THE STRUCTURAL INTEGRITY OR CODE_ COMPLIANCE OF _ nTm+,ReTe¢rnrx"xlToaromun.9lvmm n.n..P.C.INF]iQlS9N(EN/IS _ _ CONSTRUCTION NOT VISIBLE ON ABOVE DATE. 00 N'liL n2 rxasCcvr[.v I-? -'r-T-"T�7�1-T 7r- 1'Tj`/ - �fF - 4'x-V P09T TO FOUND, BELOW ' I`7 i_L�_y �� ___ _� _1�1 Wf 112"CODA!;FI'N1511- 7" _ - -- __ _ --_- - - -- ---- ---CAPITOL 4 DAM DETAIL AS PER OWNER ED _•�•�•:,+• �, -- - - --- ��q�R ARph DA'Z'E: 10-19-00 5LATr FIN15H 5ET IN GONG. (y� i E 6,(, JT c rv.+a o^ R vreLL COMP, PGL �o ����� �Cf11 E: A N L PiN PORCH PWOfl -- OVE X111 11 ��11 �,I ;. . . - - I� __- 2"cNPrP�WALL TO BE i ��� i _ 3-O'BELOW GRADE(MIN) 'I * OTED ! IL - � I� -- II_I__ III -III IIF- III a. 1 11 I,i J 1 � _ �__: - �L�_} _ _ I-Lill w T1i I Jl t -- ---- ---- - - 11 III 1 i 11 l 11 111 111l fl l l 1111.1 y GIIxD: a.�. f i, it I) 1 x,11 _ 11=1 I I F III I I F _III I 1_ t_ BUILDING SEC'T1. )[�I _ -- - - �. _ SCALE - 114"= 1 -0" PROJECTNUMBER SPIFFY NtFMF3L�R b" e IT SIDE F,'LEVATIO20$7 I PROPOSED EXI5TING RE5IDENCE EXI5TING BEDROOM GENERAL NQ FES N86-03'40"E 16 1 �0" � "y�' -` '�TDOW u, REPLACEMENT & 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE I y y. PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ('1 M ry iu m THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME — �Q — — _ — — -I- — — — — — FRONT PORTICO 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE O '— N IL I CD AT THE II x 5 g o U TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) n m Q' cl-a EXISTING ENCLOSED PORCt1 F N' 3 CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, I O McGUI / EGAN U C� _ @J ro CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK O I I O U PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF O PROPOSED 4x4 POST TO �� 4x4 POST TO h. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 10, 43' O' IDENCE N PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE �T� fRor PORTICO FOUND BELOW 130 FOUND BELOW V ip TOWN OF SOUTHOLD. W REAR YAR 5ET5AGK " I c 1 EXI5TING STORY (2) 13/4"x 5 I/2111�2) 13/4" x 5 I/2" (2J 13/4"x S I/2" (2) 3/4"x 5 I/2° 5 IF IN THE COURSE OF CONSTRUCTION A CONDIION EXITS WHICH liTCRI_ _ DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR w I5. O' .I o FRAME DV�ELLING I L'"I EST CIt�EK AVE. MICRO-LAM HDRMICRO-LAM HDR. --- MICRO-LAM H1JR. MICRO'-IAM HDR. SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO 1-1 PN24310- 4 243,0- r 1 I FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL O 'YE w I I o CUTCHOGUE 10-4 NR4310-4 1 {-1 1 ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM N 7 S+� o' �EXtSPNG. P, � NEW YORK 1 I ,�.----I---- (], AR 5 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY ANO BLEND INTO �,(a 1w 1 SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE BORROWED , // A 47-A� t CfA�— 117 3( , �P. 7. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR z h �sP ,/ ./ �! n-pf _=,1,5-TNG GATZAGE. 4"x4" 'CED COLUMN TO FOUND SHALL BE CLEAN SAND, GRAVEL, EARTH, OR A MIXTURE OF THESE // NI REVISIONS DATE, W/ I/2'CEDAR VENEER TRIM CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR T INCHES F1 O B. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED OOI D, . SAND OR "BANKRUN" GRAVEL FROM SITE OR SOURCE APPROVED BY �I FRONT YARD SETBACK 0 - to THE ARCHITECT AND APPROVED A SUITABLE BEARING MATERIAL FOR T^ II 6 I -6 THE PURPOSE OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING V1 _ 7 ICAPACITY TO BE TWO TONS PER SQ. FT. S 86'03'40 W 1 7 1 . 1 ,� 9 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL " PRESSURE OF 2 TONS PER SQ.FT. AND SHALL HAVE A MINIMUM OF S-O" 7E��G�FLOOR PLAN OF COVER 10. ALL CONCRETE SHALL BE 2500 PSI CONCRETE 0 2B DAYS.ALE - I /4"= I -�" 11. DESIGN LOADS: FIRST FLOOR - 40#/SF LIVE LOAD ROOF - 30g/SF - LIVE LOAD SECOND FLOOR - 30#/SF LIVE LOAD _= WALL TO BE REMOVED CEILING - 30#/SF - LIVE LOADWALL TO BE REMAIN 12. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, NO. 2 GRADE FBNEW WALL CONSTRUCTION 825 PSI, E = 1,200,000 PSI.13. ALL HEADERS SHALL BE (2) 2'X6" 0 2"X4" WALLS & (3) 2"X6" WALLS0 2'X6" WALLS UNLESS NOTED OTHERWISE. 14. ALL HEADERS SHALL BEAR ON NOTED POST ® 2"%4" WALLS OR 4"%6" POST ® 2"X6" WALLS UNLESS NOTED OTHERWISE. 15. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES. V 16. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING 77 j� SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO T IDWOOD j�O AO EVIDENCE OF CORROSION OR RET TO RESIST WHICH MIGHT REDUCE INTI THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS, 17 ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL I I I J I Ell I i WIND ANCHORS, AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED L I I I I iJm[ 18. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2.4 INC" AVERAGE FRONT YARD SETE�ACK = 20 FT. III BLOCKING ON FOOT CENTERS BETWEEN THE RAFTERS AT EACH GABLE END FOR A DISTANCE8 FEET TOWARD TtIE BUILDING INTERIOR FROM EACH GABLE END. 19. EXTERIOR GLASS PANELS, WINDOWS AND DOORS SHOULD BE r IN SOUND CONDITION, SECURELY INSTALLED AND CAPABLE OF PLOT PLAN TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE 20, ALL FLASHING SHALL BE ALUMINUM. / SCALE - I "=20-C" ® 21. ALL RAFTERS SHALL BE ANChIORED TO FRAMED WALLS WITH "HURRICANE �� ■ CLIPS" ® 16" ON CENTER. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. Lo 0 H_ _H, H d 23. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT G"x G"5QUARE FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE COLUMN EXISTING SIDING USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT PIN. PORCH FLOOR TO REMAIN BY AGREEMENT IN WRITING AND NTH APPROPRIATE COMPENSATION TO THE � ARCHITECT. ( 24. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED I OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO �N 7 REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., 1 CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS L J L J SPECIFIED IS INSTALLED. 25. ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS MANUFACTURED BY TRES JOIST CORP. OR EQUAL. SIZES AS INDICATED ON BOULEVARD PLANNING PLANS. INSTALLATIONS SHALL IN STRICT CONFORMANCE EAST, P.C. WITH MANUFACTURERS S SPECIFICATIONS AND RECOMMENDATIONS. 26. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED ARCHITECTS ENGINEERS FRONT ELEVATION SHALL BE "SIMPSON STRONG-TIE CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL t 32645 MAIN ROAD SCALE - 1 /4"= 1 -O" BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND CUTCHOGUE,N.Y. 11935 RECOMMENDATIONS. ROOF 5HINGLE5 TO MATCH U151" 27. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND 2x1 O RIDGE EOAR 2.8 R.R @ 16"O C ALL OPENINGS �� lephone Fax W/ I/2"PLY ROOF SHEATHING 631-734-2011 516-538-4090 28. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . 2xG C.J @ IG"O C 29, ALL FINISHES (INTERIOR AND EXTERIOR) SHALL MATCH EXISTING ASW/BEADBOARD CEILING CLOSE AS POSSIBLE. Internet: www.blvdplan.com 30 EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS (2)2x8 HDR W/ I/2"CEDAR FINISH TAKEN ON 09/15/00. ALL DIMENSIONS ARE BASED UPON VISUAL OBSERVATIONS. ARCHITECT MAKES NO REPRESENTATION AS ❑ APPLIED PIIA5TERTO FRAME TO THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE 00 OF ----DOOR,4 MATCH COLUMN DETAIL IMSE PUNS. D SPEC.CAnONS ARE IN SOF SPACE CONSTRUCTION NOT VISIBLE ON ABOVE DATE a De THE PROPERTY OP JOHN E STUNIPF 1u,Pe wPnwceuJercrs WELL HE PROSEMEO. 4"x4" F05T TO FOUND BELOW W/ 1/2"CEDAR FIN1511 - a CAPITOL< BAS[ DETAIL.AS PCR OWNER ❑ ■ ❑ — - ., O FIN PORCH FLOOR OERWECOMPIFILL oNc ELEV — VIL I DRBY: RWL WOOD HANDRAIL TO WITHSTAND 12"CHCLK WALL TO BE 50N NOR. LOAD---, III— .".=-III--III—III—' -- � = 5,0. 5aow GRAD[ (MIN) m ). SCALE: AS NOTED CHKD: J.S. I I I-III-III--IIS-I��-III=I I� I I I I I 1 LL-=111�11J�1�1� 'I I I I IJ----- ---------------PL---- RIGHT SIDE ELEVATION I BUILDING SECTION I SCALE - 114"= 1 -O" PROJECT NUMBER SHEET NUMBER SCALE - I /4"= 1 -0" 2087 � I