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HomeMy WebLinkAbout40523-Z Town of Southold 12/14/2016 0 P.O.Box 1179 53095 Main Rd oyx�� ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38706 Date: 12/14/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 200 Maple Ln, Greenport SCTM#: 473889 See/Block/Lot: 35.-5-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/9/2016 pursuant to which Building Permit No. 40523 dated 3/14/2016 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: FRONT COVERED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to VanCleef,Ann Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED VC0ed Signature �sl�c TOWN OF SOUTHOLD BUILDING DEPARTMENT c TOWN CLERIC'S OFFICE SOUTHOLD , NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40523 Date: 3/14/2016 Permission is hereby granted to: VanCleef, Ann Marie 200 Maple Ln Greenport, NY 11944 To: construct a porch addition to an existing single family dwelling as applied for. At premises located at: 200 Maple Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-5.1 Pursuant to application dated 3/9/2016 and approved by the Building Inspector. To expire on 9/13/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $279.20 CO -ADDITION TO DWELLING $50.00 Total: $329.20 NZ�u (ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, 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. New Construction: V Old or Pre-existing Building_ (check one) Location of Property: House No. Stre t b f Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section Blockr Lot � - I Subdivision Filed Map. Lot: Permit No. qoDate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 00 pplic t na ure o��pF SOUr�o! co TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 ---�MSPECTION [ FOUNDATIO.N 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r vi t e� DATE 1—f4u INSPECTOR ho��OF SOUryolo TOWN-OF -SOUTHOLD BUILDING=DEPT: 765-1802 1- PECTION [ ] FO DATION 1 ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Adel— DATE INSPECTOR SOUIyo couto,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION FRAMING / STRAPPING [ FINAL (po�,g [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR rAll MA • - n ,,�wvmM INOL.ATION PER N.Y. STATE ENEROY CbDF, I, Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 L/ Survey SoutholdTown.NorthFork.net PERMIT NO. - Check Septic Form N.Y.S D E C. Trustees C O Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form 1 6 Contact: Approved 120 Mail to Disapproved a/c Phone: �-�l� 95� Expiration 120 gToVIK ® D Building Inspector VUR a APPLICATION FOR BUILDING PERMIT BUIIMING Wr- Date d , 20 l� TOWN OF SOUI'$OL') INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 commenced before issuance of Building Permit d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S reof i an or name, if a orporation) he1 !'G ,2 ' /! (Mailing address&applicanty State whether applicant is owner, less , age chitect engineer, general contractor, electrician, plumber or builder Name of owner of premises Aa ZZ�Z, 2-�3z� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- House Number I Street er -J-Hamlet ;4s County Tax Map No. 1000 Section Block Lot ' Subdivision Filed Map No Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction- a. Existing use and occupancy b Intended use and occupancy 3. Nature of work (check which applicable). New Building Addition \l Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost .,�6 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor 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 --�p Rear ) r „ ��'� ' Depth -�P Height �_ Number of Stories Dimensions of same structure with alterations or additions: Front [ (� Rear Depth L'-s47" Height 301 - 40 Number o "StoIe� ,a 8. Dimensions of entire new construction: Front ' 9 Rear J Depth Height /-/ Lo �' Number of StoriesU.e,P. r�ro 9. Size of lot: Front E,4_ Rear C:P) Depth 1/'_ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated_ - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO\ 13. Will lot be re-graded? YES. NO 1 �W,Will excess fill be removed from premises? YES NO 14. Names of Owner oa�f ppremise}fit(//� Address, 6Y Phone No Name ofArchitect-jjh�,4/ f/9&M,>'1 ,&A- Address Phone Nof,�,(-��7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NON( * 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\d_ * 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. 18 Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFS�C�. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A�Gt (Contractor,Agent, Corporate Officer, etc.) ,z 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 beforeme thi {, O ONNIE D. BUNCH day of i Ik;,State of New York �y No.01 BU6185050 w-P "gQuaNfied in Suffolk Cieun Notary Public ommasron Expires April 14, — S'ignaturdW 6ppficant n is.L'v-Z ,} Scott A. Russell � rr '`t , j �TO�][ZI��I[\��A\�C']E][� SUPERVISOR o ( j`t-�-� AMIA\NA(G 1EAMI 1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 � - - � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY TI IE APPLICANT ) OOFS THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No [CHECK ALL THAT APPLY, ON A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 012 B. Excavation or, filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Elb C. Site preparation on slopes which exceed 10 feet vertical rise to '100 feet of horizontal distance. 00 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑�G] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the .proposal includes -in-kind replacement of .impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT iPiopeit�0unei De>ignProfe--.01 I -sent C ntracto.Otheil �'C'T.N1• 000 �^• Date J AVE �'1 CJ2�Z � t` '� > _N6 t+ I Section Bloct. Lot C�ntactln(cnmation (���� 7Z�9�_ , Revie\\ed B\ -- — — — — — — — — — — — — — — — — — J .Date PInpelt-% Addre„ / Location of Con,tiiiction Work — — — — — — — — — — — — — --- --• \ppimed for pioce.;mg BmIding Peimlt ,;25)0 �. �✓�- � _EAStoiomatei \•lanagement Control Plan Not Reyuued —_ 0Smrm�\atei Management Control Plan I,'Regmred tl ni\\ai d t,,Cn.,net i ing Depai tmen I for Re-,ie\\ t hC)R\I 4 SNI(P -TOS M AY 2014 1 . 4 xp s r ir'.. S4 OO r 4.4 .,r , 9��� . ` � , w 7��� ��\ � � \� : d» /«.® . / / �� � � ? . ^ �. , \ : � � < .wa . - . � °« » : < . . . :�, \2 a � . ° %� ©, � . .��\�»: � �% \ \` l . � \ . . . . . < . �\ � \�� \, �\ \�w. . . . . � . .. . . ._ . <�: » � :.a. . \` . . < � �� �. S.C.T.M.NO. DISTRICT:1000 SECTION:J5 BLOCK:5 LOT(S):5.1 Sl1FFOLK COUNTY Dca?R7 APPRUP L OF CONST^uCTI_O WOP<3 FOR Date2 LOU! 1'... No g-(c• z fife 1&u 01 r:' ••- - _ r.a+c 1D vxaa0n have been bmpeded arkf_;Kc% �+u.jn agwidaa and found fu be mftf--,0"i BEDROOMS OfBbe Of Wwtew,::sr Management — — VULMC WATER WM C MAINI — — — — — R1,0 (S-R-25) NAR. MbOTH) />. N 66•ae SD•s •" EL Sc? 165.00' g* \ N I n 77d \ lull a x° \ m N LAND N/F OF 0 Tn ROBERT J HEANEY 0° a aD riC � �q 0 l�j, L, 4327 a sni7latl g mww ms 83 A a tb11 95.5' �Y a.p►D N 0.747 z \ nttuRF OrtrvlwAr W N 66'-19'50'E -170 00' 'D I c \ O a 1D.� b b O v O O a WE \ nA -175-1I' Y VWD N/F OF S 68'38'50' IT \ iiI,:..J CRON 223.63' \4 IDm I Land N/F OF 10' UTILITIES EASEMENT JOHN&ANNA GIANNARIS i D II I FitWL SURVEY Op-25-03 THE WATER SUPPLY, WELLS AND CESSPOOL FOUNDATION LOCATION 2-5-02 LOCA DONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 11-6-01 ADD STOOP AND OR DATA OBTAINED FROM OTHERS AREA 41,048.7 SF. OR 0.97 ACRES REVISED 8-28-01 CIW10E HOUSE ELEVA77ON DATUM -----ASSUMED ------------------ UNAUIHORlZED AL TERARON DR ADD17]ON 70 THIS SURVEY 15 A VIOLARON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7?TU7ION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE J NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCFURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF DESCRIBED PROPERTY CERTIFIED TO' CUSTOM DESIGNER HOMES OF MAP OF LONG ISLAND; CAMPO BROTHERS FILED CHICAGO TITLE INSURANCE COMPANY; 1 SITUATED AT. GREENPORT 1L1Ju N�I~ t�w, ,^11 JACK CAMPO; TOWN OF BROOKHAVENs� T 6 KENNETH M. wOYCHUK L.S. SUFFOLK COUNTY, NEW YORK �Z Land Surveying and Design P.O. Boz 3, MatUtuck, New York 11952 FILE \ PHONE(691)290-1588 FAX(651)226-1568 d 21-139 SCALE.1•=4D DATE JU4r �q, 'ZDD i N Y S UC NO 50227 —InUdnin,Ne records of R°Aerl r Henne°q ISSUES i RF'VI.`SIOtJS EX15TING HOUSE REMOVE AND REPLACE ALL SIDING EXCEPT 45 NOTEDLLLJLi-l-J. ON TH15 SIDE OF HOUSE REMOVE ROOF OVER EXI5TING BAY WINDOW ROOFING TO MATCH EXISTING ` I"X VER5ATEKTRI M BOARDS OVER ATRUCTURAL 1'. MEMBERS EXISTING HOUSE EXCEPT A5 �� zU NOTED 12 REMOVE ROOF C) - PROVIDE NEW(2) 13/4 x 9/4" O O 2.OE MICROLLAM LVL HEADER NEW ROOF TO MATCH EXISTING ON 7� 2"X ,5" RAFTERS @ I G"OC WITH 2" LLij I LLLz CD-X PLY RATED SHEATHING t NEW 8" DIA. HB#G TUSCAN STYLE COLUMNS O NOTE: PROVIDE METAL 3 I;2 5TRAPPING/CONNECTOR5 AT ALL f• CONNECTIONS PER CODE c� FRO NT ELEVATION GRADE SCALE: a" = 1'-O" , c' 51 DE ELEVATION / 5ECT 10N SCALE: 4" = P-O" THESE PLAINS ARE AN INSTRUMENT OF SERVICE AHD ARE THE PP,OPER`R'OF THE ARCHITECT. EXISTING BASEMENT INFRING MENT5 WILL BE PROSECUTED 2014 ALL RIGHTS RF5ER.VED NAILING SCHEDULE 3x8 P.T. LEDGER BOARD BOLTED TO STRUCTURE (PER AF *PA AMERICAN WOOD COUNCIL WFCM FOR (2)/z"BOLTS @ 12" O.G. ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING,- ,. -# Robert 1 . Brown r s s`�e RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER .,, '` 1, �23� Architect, P.C. O O CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST �p CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP �.�� Z� t Y: ► -'� CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP r ,." .a - „ 205 Ba Ave. Greenport NY U U N,;JTIFY DU*LD! G R T i'.':::.I\a i'°.-I y p RIDGE STRAP (EACH END) 2 PER TIE , 2 >A -, � Info rlbrownarchltect.com ►� r= ro 785 18�� F.h",1 T O, 4 1"M FC, , T, BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END a FOLLO?- tN G Ii ! tUO '0., 63 1 -477-9752 RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 1• F01!'tiSr,T1C1": TWO RECtU` `!} N N WALL FRAMING FOR POURED CONCIRF P_ TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 Gd PER FOOT 2. Rr;. UG!-{ - FRAMING, Fi.!J�. TNG TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd J015T EA.51DE "n 1, IT 15 A VIOLATION OF THE LAW FOR ANY PER50H, STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. 3. IN'v�ULAT!�," UNLE:55 ACTING UNDER THE DIRECTION OF A ( ) 2x8 P. HEADER TO HEADER(FACE-NAILED) I Gd 1 G"O.C,ALONG EDGES �• FINAL - CON;STR�JC T ION'i N4�UST LICEPI5ED AR.GHITECT, TO ALTER ArIY ITEM OhJ TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4-.I Gd PER 2x4, 2xG, 2x8 RESPECTIVELY �n TH!5 DRAa.v'ING !N AP•1`r LVA`f'. API`t'AUTHOk,IZED F3E OOH:;LE I E FCR O.C. E5CPl FOU N DATI ON PLAN BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, ALL CONSTRUCTION SHALL MIEET THE DTIOPd PAU5T BE NOTED, SEALED, AND ESCR.IF3ED IN AGCORDANGE WITH THF LAbV. SCALE: I'-0" POURED CONE. PAD END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT REQUIREMENTS OF THE CODES OF NEW �" - EO EO -- FO FD 4 - - 2'x2'xl'D FooTIPJGTYP. FLOOR YORK STATE. NOT RESPONSIBLE FOR FRAMING _ JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN OR CONST RUCTION ERRORS. _T 9'-8„ 1 r"-,5 1 J2," BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 6d EACH BLOCK LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST --,-i_:':,r .�. . `. � - -, ILi ,3,j �_.•' �._'.� JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST a r - F..�_ „ — J �-iO BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T PA EQ UIt (d�`J Ate— I`"` s F 1�"E -1 �t DE. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT �I Tt1C 1 OWN �'�U` ROOF SHEATHING 5TRUCURAL PANELS 8d (TABLE 3,8) DIAGONAL BOARD SHEATHING - I"xG" OR 1"x8" 2-8d PER SUPPORT 1"x 10" OR WIDER 3-8d PER SUPPORT CLIENT i OWNER EXISTING FIR5T FLOOR CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD 0� Upy" � 4 f �'ANCLEEF RESIDENCE REMOVE ROOF WALL SHEATHING Y OR USE IS UNI200 MAPLE LANE -AklifFUL PROVIDE NEW(2) 13/4 x 9/4" 5TRUCURAL PANEL 8D (TABLE 3.9) C 0 2.OE MICROLLAM LVL FIBERBOARD PANELS EAST MARION, NY �'°�°�T!���1T G�RT�F �' 7/16° GD 3"EDGE/ 6" FIELD "�� 25/32" 8D 3"EDGE/ G" FIELD KATE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD �F OCCUPANCY CC P ��CY HARDBOARD 8d (TABLE 3.9) V lJ !'1 / PARTICAL50ARD PANELS 8d (TABLE 3.9) PROJECT TITLE DIAGONAL BOARD SHEATHING I"xG" OR I"x8" 2-8d PER SUPPORT NEW PORCH DECKING I"x 10" OR WIDER 3-8d PER SUPPORT FRONT PORCH ADDITION MATERIAL TO BE DETERMINED 3 FLOOR SHEATHING 5TRUCURAL PANELS SOFFIT ABOVE TO BE VER5ATEKAl BEAD BOARD PAINTED WHITE ;; l E, .• 1"OR LESS 8d 6"EDGE/ 12" FIELD GREATER THAN I" I Od 6"EDGE/6" FIELD / `` G ''7a 2 HANDRAIL M?) DIAGONAL BOARD SHEATHING DP.A`VVMG TITLE I"xG"OR I"x5" 2-8d PER SUPPORT 1"x 10" OR WIDER 3-8d PER SUPPORT4' PLANS iL F L O O R PLAN _ HD*G 8" DIA. COL. T(P) -_ _ ELEVATIONS LINE OF ROOF ABOVE SCALE: 4" = I'-0" F f op PRELIMINARY ` .5���; rC_�,'G ��,� SG:,P.1- U (+ �` �, r, � , ,. r 29 FEBRUARY, 201 G f!4" C.�;'•.��1- L�`'vT i s✓,E Fid�Y id'.�.5,.i-1 51f L' DFREC;a"I'ti i D 07 A L.ICE1?'IS"eD r-C'_ � e�'�'�' lr Y DRA\P/ING IO.&;4�,T4s' -.. �S'9 9i!'=. ITS'° O'!T D °At:'€� G,IRS 7 ILA d'-" rCrF'.-... )I"°AC'1tiS:iiD�"?C+tv 155UE5 i Pt-'VI510EAi5 RESIDENTIAL GENERAL NOTES MI5C. GENERAL NOTE5 1.THIS'ROJECT IS CONSTRUCTION OF A PORCH ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE, CLASSIFIED AS R-3. 3x8 LEDGER BOLTED TO 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEWYORK STATE IS r- " 30'-4". THE HEIGHT OF THE ADDITION 15 13'-6". EXISTING STRUCTURE 4V1TH (2) / 3.T-iE TYPE OF CCNSTRUCTION IS TYPE V(B). CA.RRAIGE BOLTS @ I G"O.C. 4.ALL WORK SHALL CONFORM TO THE RyQLIREMENTS OF THE 2010 RESIDENTIAL CODE OF N.Y.S.AND THE AF*PA WWOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION. 5. DESIGN LOAD CALCULATION ARE BASED ON: LIVE LOAD:AS PER TABLE P301.4, RESIDENTIAL CODE OF NEW YORK STATE. DEAD LOAD:CALCULATED AS PER P301.3 AS PEI,RCNJYS. MAI N \-GALVANIZED SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG. 8301.2(5)RCNYS. w. J015T HANGER WIND EXPOSURE CATEGORY"G°,POR 120 MPH 3 SECOND GUST. P\OAD � LOCATION LIVE DEAD DELECT LIMIT REXISTING I ST.FL./PORC-1 40 LB. 12 U360 FOUNDATION ROOF 20 LB. 15 U360 WALL G.T-IE AKC-IITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. " THERE ARE NO WARRANTIES,NOR ANYMERCHANTIBILITY OF FITNESS FOR A S-EC FIC USE EXPRESSED DETAIL FOUNDATION OR IMPLIED IN-HE USE OF THESE PLANS. 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE = DRAWINGS.FOLLOW DIMENSIONS ONLY. GG°39'50" /2" P 8.CONTRACTCR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LIS-ED,OR I G5.001 DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO COMPLETE THE WORK. 9.ALL MATERIAL SHAL_BE INSTALLED IN STRICT CONFORMANCE WTH MANUFACTURES REQUIREMEN-5 AND SPECIFICATIONS. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERT19CATE OF OCCUPANCY. I x4 DECKING 2xG JOIST LOT COVERAGE (2) 2x8 GIRDER DEMOLITIONI.CONTRACTOR SHALL DEMOLISH WALLS, FLOOR, AND PARTS OF EXISTING ROOF AS INDICATED ON EXISTING HOUSE AND DECK: 2,398.2 5F SIMPSON BC4 CONNECTOR DRAWINGS.AND AS NECESSARY,AND REMOVE DEBRIS. 2.CONTRACTOR S1ALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR PROPOSED PORCM: 3 1 G.0 SF GALVANIZED OR APPROVED EQUAL INSTALLATION OF NEWYORK. FLUS-1 BUILDING SQUARE FOOTAGE: 2,452. 1 5F JOIST HANGER 3.ALL NEW YORK SHALL MATCH AND MEET FLUSTO EXIST NG WORK AS CLOSELY AS POSSIBLE UNLESS 4x4 P.T. POST OTHERWISE NOTED. 2452. 1 / 42,253.2 = 5.8% PROPOSED LOT COVERAGE 4. EXISTING STRUCTURE AND INTERIORS TOREMAIN SHALLBEPROTECTEDASNECESSARYDURING METAL POST BASE DEMOLITION)AND CONSTRUCTION, Q` CYj 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES-0 REMAIN AND SHALL NOTIFY ALL UTILITIES AND 11' TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL_,OR CAPPING OF EQUIPMENT S') DRAINAGE CALCULATIONS ,I G RAGE AS NECESSARY. FOUNDATIONS PORCH AREA: 3 1 G SF 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Lb./Sq.Ft. 3 1 G X 0. 17 = 53.9 CF REQUIRED .> 10" DIA, SONOTUBE 2.CONCRETE TO BE PLAIN, REINFORCED,3,000 psi.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDSTURBEDSOIL. PROVIDE (1) G'DIA X 3'G"D DRYWELL = 78.2CF �u GENERAL CONSTRUCTION 2 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSAP.YTO FOOTER COMPLETE ALL WOOD AND PLASTIC WORK REQU RED BY THE DRAWINGS AS SPECIFIED HEREIN,OR LAND N/F OF G'DIA X 3'G" D �_ REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. ROBERT J. HEANEY (2'X2'X I'D) 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. D YWELL 3.INTERIOR TRM SMALLNATCH EXISTING, 4. FRAMING ELEMENTS: A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOLGLAS FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE IN9TALIED,CUT AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 9.0' C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. D ETA I L FOUNDATION D.ALL SUB F_OORING 70 BE APA RATED E U PP I-FLOOR,EXPOSURE , IG MIN,0-01THICKNES. � REPAIR 30•0 � E.ALL HEADERS 6'-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER b EXISTING (T7 m WITH TRIPLE UFRIG-iTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"ORAS SHOWN ON DRAWNG. Mr/r� F.SOLID BLOCKING SHALL BE PROVIDED FOP ALLJOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE m WOODm Cn \\ 1/2" = 1' OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION)IN POOP. (h G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. STEPS �, H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PAR71TIONS OR AS NOTED ON PROPOSED DRAWING. CV O (j COVERED 0 c1.ALL FLUSH O CONNECTORS BY'WOOD MPSCN"OR APPROVED EQUAL.FASTENED WITH RATED GALVANIZED METAL Z PORCH � 7� O `/ J. NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2"x6"STUDS EXISTING �� a 'l� 0C�1 N SHALL RECEIVE 5 I Od NAI-5ATSILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE, 2 STOP, O �� �yJ K.PLYWOOD SHEATHING TO BE MAILED 8d NAILS @ 4"O.C.EXTEZIOR EDGES AND 6d NAILS @ 12" In Y O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. DWELLING THE,5F F L.A.NS ARE AH MSTKUMEHT OF 5rP,, ICE ��� M ALL ROOFRA ERS SHALL IR BE ATTACHED O THE P-AT BY OWNER. WTH GALVANIZED HURPICANE L' } EXISTING TYPE CONNECTORS BY"SIMP ON'OR AP'ROVED EQUAL. FOR TIMER PILE FOUNDATIONS,PROV DE A1ID ARF THE P�.CPE�;T(OF TIHE ARCHITECT. G.3' HURRICANE CL'5 AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. INFRINGEtv4E1N,T5 `vVILL BE PROSECUTED WOOD 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW GLASS,WITH ARGON GAS,IMPACT RES STANT AS REQUIRED. 2014 ALL RIGHT5 RE511-R.VED DECK G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. C] 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF 4 PA WCFM-1995.(SEE NA LING N SCHEDULE) 8. FLASHING A-ALL W NDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE, ----- -- -- ` •-' 34.3' H I lq'�F?ALQ_5_1j'ER(TYP.) 9. FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 3 11 2' SPACE_ MP.) STEP FLASHING AND COUNTER',-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND EXISTING DRIVEWAY `'V -= CHIMNEY,AND ROOF AND WALLS. Robert Brown I I.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAW NGS AND SIAL_BE 2-1/2117. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED � CLEAR PINE TOP 1 FIBROUS GLASS INSULATION.NAAMM STANDARDb-70, Architect, P.C. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING., AND BOTTOM RAIL5 -} 13. NEW HARDWARE SHALL MATCH EXISTING. WITH 5/4" CLEAR V - 14.GYPSUM BOARD SHAL_BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHA-L BE CEDAR 15ALU5TRA "SHEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE I/2' 205 Bay Ave. Greenport NY ALL PRIMED AND 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AVD SPACKLEDTHREE(3)COATS.ALL EXTERIOR Info/�rlbrOWnarchlteCt.COt11 PAINTED CORNERS SHALL HAVE METAL CORNER DS BEA . l W f FINISHES G31 -477-9752 1.EXTERIOR PA NT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S S'ECIFIC.ATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. ELECTRICAL IT 15 A VIOLATION OF THE L.A.W FOR.ANY PER90N, 370.00' G"WOOD COLUMNS 1.FURNSH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES UN1_E55 ACTING UtlDER THE D!PfCTiC>N OF A TO BE SELECTED NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW LICENEaED ARCHITECT, TO ALTER AHY ITEM ON ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: CRUSHED CONNECT10N5TO'REVIOUSLYINSTALLEDEIECTRICALSYSTEMS,WRING,UGHTING, TH15 Df�. ,AING IN ANYWAY. At'll`AUTH0RIZrD STONE DR.IVEW Y SERVICES,FEEDERS,DISTRIBUTION)AND PROTECTION EQUIPMENT,CONNECTIONS TO ALTEP',ATION MUST BE NOTED, SEALED, AND APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES DE5CRIBED IN ACCORDANCE VVITH THE LA'Al. WTHIN THE SCOPE OF THE WORK AS SHOWN(ON THE APPLICABLE DRAWINGS AND AND SPCIFI:: IONS AND AS NORMALLY SPECIFIED IN TH15-YPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOJSLY INSTALLED TRANSFORMERS AND DETAIL I-1 A N D ISA I L 2.ALL CAL DISTRIB CONFORM OTSYSTEMS. 2.ALL V,KDRK SHAL_CONFORM1I TO THE REQUIREMENTS OF THE 201 O ELECTRICAL CODE CF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 375.3 I' LAND N/F OF (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), S GG039'50'p W I 1/2" = P THE NATIONAL ELECTRICAL MANUFAC-URERS ASSOCIATION(NEMA)AND ANY OTHER RICHARD J. CRON APPLICABLE CCDES. IN THE EVENT O'CONF_ICT,THE MORE STRINGENT 223.83' REQUIREMENT5 WILLA'PLY. 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS --'- 10' UTILITIES EASEMENT LABORATORIES,INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHIC1 THEY WILL BE INSTALLED. RIDGE 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE BASED O N SURVEY: Ill T1111 1 SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. l 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR AL_PERMITS,LICENSES LAND N/F OF DATED: 09-2 5-03 -- --- AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, JOHN It ANNA GIANNARIS AND ANY OTHER APPLICABLE JURISDICTION. AND BASED ON ARCHITECT'S OBSERVATION , a' CLlE\IT/C':+v't'f-P CLIMATIC AND GEOGRAPHIC CRITERIA SCTM# 1000-35-5-5. 1 KI­ �xxau rae i zo um rrsres wwo xem F CROSS SECTION END VIEW GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNY5) ZONE: R-40 WIND SPEED 120 MPH (PER FIG. 8301.2 (4) RCNY5) VANCLEF RESIDENCE 253.2 SF (0.9 / A) SEISMIC DE51GN CATAGOKY B (PER SECT. 8301 .2(2)RCNY5) LOT AREA: 42, !� '`.> ^,ux � WINTER DESIGN TEMP I J°F (PERTABLE N1101 .2) 200 MAPLE LANE I LA IN EXISTING BUILDING AREA: 185 I .G SF ,-�, f i ` 9T FLOOD ZONE X (PER FEMA MAP) E EAST MARION NY .y. E .r`�""'^° FROST LINE DEPTH 36" ' �, r PROPOSED BUILDING AREA: 289.4 SP ADDITION �.::.;, ,, ..._. .':.�;., 1___.___•__._ ?';:_..___.._.__ =; - - ,_ __ ___._�_, . • z'., ° WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNY5) SCALE: 1" = 20' �_._.... ..__ _. 9 PROPOSED LOT COVERAGE: 2 1 4 1 . 1 SF (5%) DESIGN LOAD CALCULATIONS (UNIFOP,M LIVE LOADS) / . ALLOWED LOT COVERAGE: 1� J, \ ixr� ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301 .5 RCNY5) PRO OSED RONT SETBACK 52.2' 0 4 SF �I r.o.�R�°° � nx�1.1IN 311 „_,,.. CORNER SLEEPING ROOMS 30 PSI (PER TABLE 301 .5 RCNYS) PROJECT 71TI.E HOLDDOWN ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNYS) ox reale x aeiwrc".ie» ,r ;, rca.ipw,m rrnnsr wxn�rrm 1.+, ""--,.i "'" n"� ATTICS WITHOUT STORAGE 10 PSI `''"; :';.'-••• f 1 ff �� �� STAIRS 40 P51 ( ER TABLE 301.5 RCNY ) FRONT PORCH ADDITION ALLOWED FRONT SETBACK: 50.0' � P � 5 _J DRA'.rVihiG zo TITLE- o oM,o~x,,TO,x j a zaw�srix .,�.. SITE PLAN � � ®oa ��.wu row..,x� �. r Tnr wiu"s:¢n DETAILS no ins -s I `` I % }............ ..i t ......_.. .,SYS.-+r:,:._...... a; 1=' r ` -•`'S°`0 F%17:2 r:2 SCALE M 29 FEBRUARY, 2016 f,r °i+ UN-En' �E NOTED l.. _6,m•-'1 UPLIFT CONNECTIONS 1/i zi: rryry eN 04 CONNECTIONS DETAIL