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HomeMy WebLinkAbout39459-Z i�,o�gUfFOjKc70G` Town of Southold 8/31/2015 3 yam', P.O.Box 1179 c - 53095 Main Rd oy_01 ,I,,• i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37750 Date: 8/31/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1475 Ships Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.-3-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/18/2014 pursuant to which Building Permit No. 39459 dated 1/5/2015 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: ADDITIONS AND ALTERATION INCLUDING A COVERED FRONT ENTRY TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Moshova,Dino&Magdalene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39459 07-22-2015 PLUMBERS CERTIFICATION DATED 08-27-2015 William Gremler AZyLAture �oF�nt� TOWN OF SOUTHOLD �o, coat' BUILDING DEPARTMENT o TOWN CLERK'S OFFICE 1.oy� oaf SOUTHOLD, NY of * �a 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#: 39459 Date: 1/5/2015 Permission is hereby granted to: Morris, Kathleen 1475 Ships Dr Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 1475 Ships Dr, Southold SCTM # 473889 Sec/Block/Lot# 79.-3-38 Pursuant to application dated 12/18/2014 and approved by the Building Inspector. To expire on 7/6/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $698.40 CO -ADDITION TO DWELLING $50.00 Total: $748.40 7 / ___.....-- - ( Building Inspector A4 _ ! RIM 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: 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 ofelecttical 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 $15.00 Date. 1 Z/113A New Construction: Old or Pre-existing Building:_ (check one) Location of Property: 147'5 Sot'I P5 'DQ`L ye.. soutt+OLD House No. //�� � ����Sttreet Hamlet Owner or Owners of Property: W'CV 06`w,GI V 4" PlIVo 2 Suffolk County Tax Map No 1000,Section O q-9 Block 03 - Lot 3B Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: • Planning Board-Approval: • Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted:$ 57V 1 44, Applicant "i. attire I�,I•°,0S004, �t1, 1® l® ` Town Hall Annex iTelephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 N.,= ` � �e���' roper.richerttown.southold.ny.us Southold,NY 11971-0959 . Q litC®UN11*.'''� -i... •30'''' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Moshova Address: 1475 Ships Drive City: Southold St: New York Zip: 11971 Building Permit#: 39459 Section: 79 Block: 3 Lot 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owens Electric License No: 3372-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 12 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 50 CO Detectors Sub Panel A/C Blower Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 33 Twist Lock Exit Fixtures TVSS Other Equipment 2-Combination Smoke/ CO Detectors, 5- Paddle Fans, 3- Exhaust Fans, 256 FT Accent Lighting,8 ARC Fault Circuit Breakers Notes: Inspector Signature: C1.------- Date: July 22, 2015 /)<---- Electrical 81 Compliance Form.xls ',Ifl�!�`,Q{ SUUl a O l Town Hall Annex `1 ; � II,:: Telephone 1)7(635- 54375 Main Road k "' t D P.O.Box 1179 % G L �Q 1�Southold,New York 11971-0959 ``Q��`, �," ,11 :11 AUG 2[ 72O15 oUIV 1�, ��10 BLDG DEPT BUILDING DEPARTMENTT.�,qvr,OF:)1)1;I1',i1 n TOWN OF SOUTHOLD CERTIFICATION C2/Date: 7// Building Permit No. q g„.5--q. Owner: Mo eJ�oVQ (Please rint) Plumber: I/0 -tom -46 .,`' ------c? (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% • lead. . (Plumbers Signature) • Sworn to before me this (2 1 ill • day ofUU U� 20)5 . JI1âCJ . . DUJWM , (� TRACEY L. DWYER - Such( � y NOTARY PUBLIC,STATE OF NEW YORK NotaryPublic, Count NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20103 r „ * 4411 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - I NSPEC N FOU ATION 1ST ] ROUGH PLUMBING [ ] UNDATION 2ND ] INSULATION [j4 FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: 4M7Ae&---I cje cii6z,e-e f 0 11/4 DATE INSPECTOR j-41- ,- ly 4SOp�i' ' ;_ of, 4\ ISc k CA ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .4,(,•-• 1.:- .,--e_ "--PK---) DATE '' [* t I I <.7 -<-.- INSPECTOR: \" .p - l �- 3 ? (5-. IIIhO��Of SOUTyo- -0 V , 1, Ai ` � 0111 11 11 �'�eOUNiY,�l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON { ] FOUNDATION 1ST [ ] OUCH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R TANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 1,„-7—,— -- 4.7,,tz 90._____ 0,,,• ‘°(7' 'f9 ,2-.-A---7 DATE / .INSPECTOR fill t # cl #) L -<6? 41 ---__ Coug0 00 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE& CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ]-ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: illvie._ -LT/A-0g- - cy-e ------7 DATE 7/'° '( (S INSPECTOR 1 , OU -ZdrCOilffi0701' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . FOUNDATION 1ST [ ] ROUGH MBING [ ] FOUNDATION 2ND [ ] IN ATION' [ ] FRAMING / STRAPPING [ frINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C9( Affri _Q DATE INSPECTOR FIELD E SPECT]QN RE? RT DATE CONIlVIENTS � . . .... .a i ver• .. • 1 FOUNDATION(1ST) '' FOUNDIITIQN(2ND) r, s • • . ' ' yyr. ,,,,,--k/.., r) . .„ P • — ff-A--Y • • ROUGH FRAMING& tlly PLU1VD3rNG . • (' t t • ' . r /perir___co_ei_...Q.6./, c,./e,. . . ree,---,-K-- f A9 . t..1 INSULATION PER N.Y. . • )-••3 STATE ENERGY CODE • • • •• • 'a 4Us%) • • • ;,././/./ . . ' LA_ CO , ,,,, . . ,e9a . a .. (,). f"-- ,,,------(:p ' ' - eit,1-- _...e.--a , , • ./..?"-,, FINAL , '. • ' Al7DZTION ►Cillvli*f fec' LI . i: A)J,Qt/ /�c , a,- .6 (9 'P"..; t 4& - G. ' : r7- )5 said. c i - ,c • • ' • • ' • • •• ' • • Z -/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS 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 . . c) �[ Survey SoutholdTown.NorthFork.net PERMIT NO. ` ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 1 J S ,20 r Single&Separate Storm-Water Assessment Form IContact:" Approved 'b-� ,20 15 Mail to: Disapproved a/c • . ` - Phone: ' / Expiration -7 b ,20 i C4 ' ------:--___-j. _- ' T Building nspe�tor rb),IA , 8 'LICATION FOR BUILDIN ' IT DEC 1 2014 Date 11 �� , 20 4' BLDG DEPT INSTRUCTIONS TOWN OF SOl1THOLD a. hi as pplication 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.hasnot been completed within 18 months;from,such date. If no zoning amendments orother 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. A / - I 4, Pir igna of applicant or name, if!a corporation) to box (09 . 6r evi pavt NY 11g Q,4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Tj io (WADSfFO0-11 ) M ''cC1ALEN'E, L . fYtii)${}O or (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: HI B 54 405 SiV5tX 7151t1 VE. SC u 1 i0 LJ ' , House Number Street ; `•' .' Hamlet { County Tax Map No. 1000 Section b 1-9 Block 0 3 Lot 36 ubdivision Filed Map No. Lot i ` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . H G-L . FAN(."/ itE 5 PE 4 C, b. Intended use and occupancy 5 1j4G-loati L`iS(MOC.� 3. Nature of work (check which applicable): New Building Addition 1' Alteration \/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 150.00 0 'DOL(.,{ &. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I 1 1 �j .� Rear 7. Dimensions of existing structures, if any: Front Depth ..31. Height +/— 46 .3' Number of Stories -1 Dimensions of same structure with alterations or additions: Front g 'T-. S Rear $ 7- .5f Depth 36 .2..1 Height 1-f^ 16.'3 Number of Stories 1 1 8. Dimensions of entire new construction: Front .5 Rear Depth 4.• S , Height -t 1— +1 .0 Number of Stories '( 9. Size of lot: Front 45-0 O . S t� Rear A 610 .001 Depth i''b 3 c 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P -4'c 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NOX.Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. 4 7 Name of Architect Ivise.IL. &i &t.& AddresssQ.PDX :603 ifretagbOtone No 4fr.. s -qh Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to,scalae,-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 OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, S is the ,-t CONNIE C. BUNCH ( )Ke :tars b.: ,stat.of�tcw York (Contractor, Agent, Corporate Officer, etc.) F No.01 EU6185050 Qualified in Suffolk County of said owner or owners, and is duly authorized'to perform or have performed thiyEEPI 49R 'rto n a le aidQ 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. SwornitLo_before me t is t%+V\ day of .L061\ • 20 i 41 P5uti\_e/k0„,110Notary Public dtignature of Applicant .6%.01%0,SUFFCZ�ff fy T(0))C I��I WA\T ER Scott AoRussell teir �� SUPERVISOR �- ��/][A\1 A (G�]EI��/7[)E1��C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 -.- 42 53095 Main Road-SOUTHOLD,NEW YORK 11971 "b,~' . Town of So u th o l d zit ;;S` CHAPTER 236 - STORMVVATER MANAGEMENT WORK SHEET _ ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS FROJECir INVOLVE ANY OF THE FOLLOWING: ` SCS No (CHECK ALL THAT APPLY) Dr, A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material within any porcontiguous area. any g ice; Site_p. epar tiQn_on.slopaa. !bic.i exceed10 feet vertical rise to 100 feet of horizontal distance. * 11110 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. t E E E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. p 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. Y* 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. ' S.C_T.M. 4. 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) n �,.t,,,_, 3s I I 41- ' I Section Block Lot '''''''FOR BUILDING DEPARTMENT USE ONLY Contact Information 4111'41-1-- 2)1 _ .r'4P•+xr Yv. ate. � Reviewed By. � —/ __ ..�� -- ... _ _ .... __ __ __ __ _ __ . _ __ _— -- •-- --- — -- Date Gj �. Property Address / Location of Construction Work. 1445 l /� poroved for processing Building Permit _ � 1 _ 4 JL4i .____ .. ;;Stormwater Ni nagetitent Contiot Plan Not Required. .SfiU -IQLI� (i storrilwater Management Comrot ;-tan Reoutrea. To-ward to Eng.trecr,tg Depa r;ment fa:Review; 1OR ,,?CI' -70S NIA 20;,i Town Hall Annex JI�R *iTelephone(631)765-180254375 Main Road (631)765995P.O.Box 1179 ; G Q � roger.richert(a to`wn.soutno .ny.us • Southold,NY 11971-0959 ' .00 ago�I+ I =�CDUIV'I`I,�,,�' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION : REQUESTED BY: C� \�, r Date: F Company Name: 0G P. i 1 5 (G� lJ� [�G C, In C Name: C VI .. License No.: ' 72— w r' Address: pq V(eScmA- &A. Cei4o.v P ( (?-20 Phone No.: I JOBSITE INFORMATION: (*Indicates required information) *Name: I''1vre1/4s / \ - *Address: [�-q - SL,fs Lavle *Cross Street: *Phone No.: 6� 7-`1 _ Z t Permit No.: _ 3 4 Tax.Map District: 1000 Section: 7 7 - Block: 3 Lot: B *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • (- -MT,isir4.-\--to lA • (Please Circle All That Apply) *Is job ready for inspection: NO \ough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Sew'e p rheCd - y( E .., Additional Information: PAYMENT DUE WITH APPLICA II , MAR 16 2015 BLDG DEPT 82-Request for Inspection Form G TOWS OF SOUTHOLD 1 Ro(7021(, PK_ &3q-c 4/a•c`i° 1 °,g% 0 pF SO!/�� 1°4-'?�� l® Town Hall Annex Air Jr , Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 aQr��,, Southold,NY 11971-0959 lyC®UNT{' s I� August 4, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Dino Moshova 56 Stuart Place Manhasset, NY 11030 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. o\.. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39459 —Addition/Alterations Ot cs2., • ill MOVED P AS r" ,i"i, " M 4 • D E ED D^TE:.1`- 'r� B.P. 3SLl OR -w,.�ii. F^ ?�,� Lt�' Y: OCCUPANCY ..,‘. ,.„-,,, N It--:Y BUILDING DEPARTMENT AT �S IS UNLA� DRAWING ISSUE DATES FRAMING NOTES: ;'=.;-1CO2 8 AM TO 4 PM FOR THE (('�� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1.1 PRESCRIPTIVE DESIGN WIND LOAD-120 MPH FOR THREE SECOND GUST EXPOSURE ZONE"B.. Joint Description Nail Sizes Nail Spacing I':I_LC'YtiJ1NCa INSPECTIONS: Client Meeting Set 11.14.2014ufT4�0UT V� �� - THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE IF'IELC;ir)AI�IYDIg�G��t fFAPf I gRE TO BE BROUGHT TO Bid set 00.00.0000 ! ( �' °" ROOF FRAMING 01 a`°' r ICE SHIELD UNDERLAYMENT THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTIONFOR POURED CONCRETE Permit Set 12.15.2014 0� 1,'CC� :::"``'Fix r GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS Rafter to Top Plate(Toe nailed) 3 8d per rafter ROUGHl ""'�' ";. REQUIRED 2. - FRAMING & PLUMBING Construction Set 00.00.0000 - Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist WOOD FRAMING ;1. INSULATION Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 4 FINAL - CONSTRUCTION MUST REVISION DATES RETAIN STORM WATER RUNOFF 20 120 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH(�1bWITti.ETt•1E fQLLOW G MINIMUM SPECIFICATIONS: L � ��' PURSUANT TO CHAPTER 236 Collar Tie to Rafter(Face-nailed) 2-8d per tie ALL CONSTRUCTION SHALL MEET THE " " ,jr Blocking ) FB=825 PSI �4 0 �4 0 �4 0 4 0�4 0 �4 0 to Rafter(Toe nailed 2-8d each end FV=95 PSI REQUIREMENTS EMENTS OF THE CODES OF NEW OF THE TOWN CODE. Rim Board to Rafter(End-nailed) 2-16d each end FC PERP=625 PSI \ \ l YORK STATE. NOT RESPONSIBLE FOR 3 2 2 3 3 2 3 3 2 3 WALL FRAMING E=1,600,000 PSI DESIGN OR CONSTRUCTION ERRORS. `t\ .. - Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ( �- _ Top Plates at Intersections(Face-nailed) 4-16d joints-each side t , / L. Stud to Stud(Face nailed) 2 16d 24"o.c. FB=2,900 PSI.ilic .0111q00. ��-�CTRICAL GIRDER AS SPECIFIED � Header to Header(Face nailed) 16d 16"o.c.along edges FV=290 PSI CV��'i=LY\1rl e I-j ALw CODES OF ��S� '� � R E[��� E=2,000,000 PSI NEW YORK STATE & TOWN CODES II BLOCKING PER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 studMANUFACTURES SPEC. ' 2 16d per 2x6 stud AS REQUIRED A2 1 1 2 2 1 2 2 1 2 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIQ JOIST AS SPECIFIED (1)CS18 METAL STRAP PER 2 16d per 2x8 stud $0� , STUD w/(8)8D COMMON 1,2 FB=2,800 PSI - " \S.�,EREDq�C METAL HANGER PER a NAILS PER 12"END LENGTH Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot '�"�S50ARD G K yi MANUFACTURES SPEC. " (Face nailed) FV....= 290 PSI $0 I7L'_ vrlu"r� i Q� et1.R. �� '', FC PERP=740 PSI C� E=2,100,000 PSI __.�._r. ni. A;c FLOOR FRAMING - \ _ \ Joist to Sill,TopPlate or Girder Toe-nailed 4-8dI If •Al ( ) per joist 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW fytRtENICE�E FOLLOWING MINIMUM * 0 3 2 2 3 - 3 2 3 3 2 3 Bridging to Joist(Toe-nailed) 2-8d each end SPECIFICATIONS: .,,,.` :( \ \ Blocking to Joist(Toe nailed) 2 8d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FB=975 PSIS 0248tH Typical Joist Hanger Gable Roof Plan:0 to 10 degrees Gable Roof Plan: 10 to 45 degrees Ledger Strip to Beam(Face nailed) 3 16d each joist FV= 175 PSI .COFN .tt# FC PERP=565 PSI Not To Sca Joist on Ledger to Beam(Toe-nailed) 3-8d per joist E=1,600,000 PSI Band Joist to Joist(End-nailed) 3-16d per joist �''` Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN `� ROOF SHEATHING NAILING SCHEDULEACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING Zone 1 Zone 2 Zone 3 Zone 4 6.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED RAFTER Structural Panels 8d 4"o.c. perimeter zone other CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL1 _ (1)SIMPSON H6 STRAP PER FIELD 3"O.C. 12"O.C. 3"O.C. 4"O.C. 6"O.C.edges of panel, 12" CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Drawing Legend `��A� ` Diagonal Board Sheathing O.C.interior of panel RAFTER w/(8)N10 OR 10D ANCHOR BOLT - Wall To Be Removed ��kkv- PLYWOOD NAILS ��. 4'O.C.(TYPICAL) 1"x 6"or 1"x 8" 2-8d per support 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING SILL PLATES u 12"FROM CORNERS EDGE 4"O.C. 6"O.C. 3"O.C. 4"O.C. 1"x 10"or wider 3 8d per support OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. Wall To Remain it' u •°' FIELD). STUD WALL ° gNew Wall °.. ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON NAILS-2 1/2"X 10 1/2"GA., PATTERN AS INDICATED ABOVE CEILING SHEATHING 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D .,•. { New Foundation Wall COMMON NAILS 6"O.C. EDGES AND 12"O.C.FIELD. ° Gypsum Wallboard 5d 7"edge/10"field - - Lines Above FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. - Lines Below SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. WALL SHEATHING 10.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. --------- Guidelines Structural Panels 8d (see table 3.9) Rafter/Plate/Stud Connection Header & Post Tie Downs Simplified Roof Sheathing Nailing Schedule Fiberboard Panels 11.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Not To Scale Not To Scale Not To Scale 7/16" 6d 3"edge/6"field 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. ® Door Tag FRAMING \i/ 25/32" 8d 3"edge/6"field �'i 3"No.8 SCREWS 12"O.C. Gypsum Wallboard 5d 7"edge/10"field 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 i LIGHT WOOD-FRAME WALL STAINLESS STEEL. Window Ta / Hardboard 8d (see table 3.9) g , , kj ; Particleboard Panels 8d (see table 3.9) 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. _ 'r i,, I '{ \ WASHER(TYP.) Diagonal Board Sheathing 0 Sheelt A-XXX cs - �� ----'• ILII CS18 METAL STRAPS � __ op li I I 1"x 6"or 1"x 8" 2-8d ` per support .�,��_ i'11/2"PLYWOOD 1"x 10"or wider 3 8d per support 'INIIIIIIIII" . w/(8)8D COMMON I I}I FOOTING NOTES: ak ,••••‘•••••• ••- � NAILS PER 12' END I; Detail Tag `_ LENGTH GLASS lFLOOR SHEATHING e Structural Panels fill THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT RAFTER �� L;;, `FF{{ 1"or lessTO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. l� \ (1)CS18 METAL l.� 8d 6 edge/12"field .r. Elevation Tag BLOCKING ! STRAP PER STUD w greater than 1" 10d 6"edge/6"field / PLASTIC-COATED , 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. (8)SD COMMON • Diagonal Board Sheathing x PERMANENT WOOD SCREW 2-ALL REBAR ASTM A 615 GRADE 60. x xxx x Interior Elevation Tag RIDGE BEAM1NAILS PER END GLASS f ANCHORS 1"x 6"or 1"x 8" 2 8d per support O ;• � 14 1"x 10"or wider 3-8d per support 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN / 1/2 PLYWOOD SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE x 41111 • ! 1 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. 11* FRAMING _ T SEE 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shearplates,shall be used to maintain the load path. 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" Rafter Straps �I DEAAIL ► _ p BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH Not To Scale 'v ANCHOR BOLTS = 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. '/ / to be reduced to 1-16d nail per foot. 1II ,� /• i „,-------WASHER(TYP.) // + PLYWOOD OPENINGS i = ; !� le , ' PROTECTION;THICKNESS .'''. 3"No.8 SCREWS 12"O.C. 41 DEPENDS ON WINDOW OPENING . " ••• MASONRY WALL \ WIDTH(I) SCTM# 1000-79-30-38 LOT 17 ' , DETAIL A-TYPICAL ATTACHMENT OF • M E R Y L K R A M E R PLYWOOD OPENINGS PROTECTION TO F architect WOOD-FRAME BUILDING NOTE: IN LIEU OF SCREWS,LUGS PROPERTY ADDRESS 1475 SHIPS DRIVE S62'40'41-0"E 156.39 WITH NUTS AND WASHERS MAY SOUTHOLD, NY 11971 BE USED4 LI ZONING R40 'a `�FE 0.9'$p CHAIN LINK FENCE • O.3S i First Floor & Sill Anchors ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION BLOCK CURB �'��1 o , cL e� z 13 E . FRONT STREET Not To Scale BUILDING HEIGHT ALLOWABLE 35 FEET .. PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD ACTUAL 25'-0" ASPH. o� POST OFFICE BOX 6 8 3 FRAMED BUILDINGS 0 ¢ 0 GREENPORT, NY 11944 in (0coNc LOT 18 , in 24.3 r 6 3 I - 4 7 7 - 8 7 3 6 GENERAL NOTES ,, GARAGE m k a r c h t e c t . c o m 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ti; ' ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY z # S >CONSERVATION CODE,AND LOCAL AUTHORITIES. t - �`\O °. 0 ��C? - m 4 �'I��S 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE PROPOSED x < Z o in �� a as ¢Lt INGROUND x 4- Z VERIFIED BY CONTRACTOR(S)PRIOR TO START OF w PORTICA 4 8 U r MASAg, POOL , - z C3LI wl�it4ii% 4X4 SPACER BLOCK BETWEEN RAFTERS CONSTRUCTION AND ORDERING OF MATERIALS. THIS o STEL• PATO 13• z o e o o �� 2-3/4" M.B.THROUGH DOUBLED RAFTERS FOUNDATION HAS BEEN DESIGNED FOR A SOIL Q`' WALKa, p o • o Moshova Residence BEARING CAPACITY OF TWO(2)TSF AND GRADES 50.2' - ,',s. tr z •.., °� 2-1" M.B.THROUGH BLOCK& RIDGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT STOOP O • L7 ,r.: 1475 Ships Dr, THESE CONDITIONS ARE MET. ALL FILL BENEATHCW HEATER Southold, 11971 NY ?2�zoc OOG�� RELATIVE VE DENSITY,NCRETE SLABS TO BE COMPACTED TO 95% Oir +.,.. C °�Cq Fp M cJ ' C4 « Q �i- T/�/�S�OF +�46 Q 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CV �LQG ti 7"� � ooze 60,x, CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS C•^• A/C c • a 04 SFO q 'Q9 AND DECKS ETC.. C4 in ,, `�I V) R�FRs '��� + g1a0 S • � 4. DO NOT SCALE DRAWINGS. /IA. j FE 6.+'N �`� '" 3-3 4" M.B. o: / 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- FE 03'N ENG.-- NSPIECTER IONASUP SRE UT RESPONSIBLE PERVISION,OR ADMINISTRR THE ATION OF , N62 .4C}'4a»Y1� 140.76' a, �' Oz Code Requirements cc o THIS CONSTRUCTION PROJECT. FEDERAL, STATE o Ct. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ZOLOT 19 M Scale: Noted SHALL BE THE RESPONSIBILITY OF THE h• All Drawings Printed on 11x17 o r CONTRACTOR. M • Paper Scale is 50%Scale Above cc L` i . ED 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE '� 4.." CONSTRUED ASA CONTRACT BETWEEN BUILDER AND �k0- Collar Tie Truss Detail OWNER. Not To Scale 7. THIS STRUCTURE HAS BEEN DESIGNED IN 7'0.<9 Site COSit ePlan 30 ft 2 ACCORDANCE WITH THE NEW YORK STATE ENERGY 4OF�y SURVEY INFORMATION BY A-0 O CONSERVATION CODE. 90��Q� SCHNEPH & MURREL, P.C. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS 094 -VIZ- © 2014 Meryl Kramer Architect All Rights Reserved 1 DRAWING ISSUE DATES DOOR SCHEDULE Client Meetin>;Set 11.14.2014 Bid set 00.00.0000 FURNACE GLASS & • Permit Set 12.15.2014 i NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE DOOR SWING HARDWARE DIVISIONS REMARKS NO. Construction Set 00.00.0000 B01 TBD NA SWING BI-PART PAINT 3'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN B01 REVISION DATES 0 B02 REUSE NA SWING SIMPLE PAINT 3'-0"x 7'-0" TBD AS SHOWN TBD AS SHOWN B02 • @� NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE DOOR SWING HARDWARE GLASS 8, REMARKS NO. DIVISIONS "- Exterior Grade Door with Insulated 0 101 TRUSTILE TS2020 SWING SIMPLE PAINT 3'-O"X 6'-8" TBD AS SHOWN TBD AS SHOWN 101 RELOCATED BOILER- Glass Panel N VENT TO EXIST. FLUE 102 TRUSTILE TS2020 SWING SIMPLE PAINT 3'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 102 STACK IN CHIMNEY 103 TRUSTILE TS2020 SWING SIMPLE PAINT 3'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 103 , 104 ANDERSON(400-SERIES) FWHID31611 SLIDER PAINT 11'-9"X6-103/8" 11'-9 3/4"X 6'-11" 0.33 AS SHOWN TBD AS SHOWN Supply w/Screen 104 S II 105 TRUSTILE TS2020 POCKET PAINT 2'-6"X 6' 8" TBD AS SHOWN TBD AS SHOWN 105 106 TRUSTILE TS2020 POCKET PAINT 2'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 106 eta '�: _ EXISTING i __ __ l 107 TRUSTILE TS2020 SWING SIMPLE PAINT 3'-0"x 6'-8" TBD AS SHOWN TBD AS SHOWN FIRE RATED 107 > yt.n + + + + iiiiiiiiii- .TS2020 SWING SIMPLE PAINT 2'-6"X 6'-8" TBD AS SHOWN TBD AS SHOWN 108 - - - 1 i i 1 II N .� „� 108 TRUSTILE ,sy ON0.4 + + + Itrrr._ 4" + " I z 109 TRUSTILE TS2020 SWING BI-PART PAINT 5'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 109 - 3+-1++ ; + t ' -'_ ------- 110 TRUSTILE TS2020 SWING SIMPLE PAINT 2'-6"X 6'-8" TBD AS SHOWN TBD AS SHOWN 110 _ Y - ..:GIRCER A _ REUSE EXISTING '' - - -' OIL TANK TO BE 111 TRUSTILE TS2020 SWING SIMPLE PAINT 2'-6"X 6'-8" TBD AS SHOWN TBD AS SHOWN 111 , . ci- t.., 1Z STAIRCASE - _I RELOCATED d ' �.- t . OP's 0 : a 112 TRUSTILE • TS2020 SWING SIMPLE PAINT 2'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 112 Li .%.. q.a E - 113 TRUSTILE . TS2020 SWING BI-PART PAINT 4'-4"X 6'-8" TBD AS SHOWN TBD AS SHOWN 113 -- r— -► @J I i; 114 TRUSTILE. , TS2020 SWING SIMPLE PAINT 2'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 114 - - -� `' N 115 TRUSTILE TS2020 SWING BI-PART PAINT 6'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 115 1 IDrawing Legend: , z_ �., 116 TRUSTILE TS2020 SWING PAINT 2'-6"X 6'-8" TBD AS SHOWN TBD AS SHOWN 116 - NEW FINISHED UP I- _ - Wall To Be Removed y ---) f -►-- - ,' � 117 TRUSTILE TS2020 SWING BI-PART PAINT 5'-0"X 6'-8" TBD AS SHOWN TBD AS SHOWN 117 BASEMENT AREA ,,� Wall To , ~ New WaRemarn New Foundation Wall w,:: I M ,. - _ Lines Above . WATER LITE I STORAGE NOTE: - Lines Below Basement Plan0 N ------- Y SAND CASINGS CASINGS SHALL BE 1X4 - Guidelines •t` ` ` REPLACE ALL WINDOW CASINGS CASINGS SHALL BE 1X4 Fence 1 .I \ REPLACE ALL INTERIOR AND EXTERIOR DOOR Scale: 1/4" = 1'-0" " . . , . . . . . . . . . . . � _ . . . . . . °,.• -,,,,: �... :;: - ------------ / OD Door Tag ANDERSEN 400 SERIES FWG 120611 Window Tag GLIDING DOORS 4 1/2" •'-8" 9" 11'-9 3/4" 4 1/2" e 71'/ )' .1' // VERIFY NEW DOOR WILL -, Section X, R.O.FOLDING 4 PANEL WI'ROWS R.O.SLIDER DOOR FIT IN R.O. HEIGHT Sheet -XXX SOLAR INNOVATIONS CUSTOM SIZE 4 PANEL FOLDING WINDOWS • Detail Tag A _ 3-2X6 POST 6-2X6 POST 3-2X6 POST -- r ' / _-4 i RELOCATE EX. PLUMBING IN I 0' Elevation Tag I b-- \1 // \ WALL CAVITY I \It/ 13/4"x 117/8" LVL HEADE- 3-13/4"x 11 7/8" LVL HEADER II II --; ---1--- --i--- ,,,lull -- --- ';YNR.=!. -I Interior Elevation Tag ::� w WQW r �� i' - I a �, x xxx x .13 ., _ _ ,. w „ L ! J :... . _FUR OUT WALL >:; ',..7:-..111.•....... -�-�-- TO ALIGN — •OWDER '•• • , _.... � i SINK I ...1.--11 W/ , WINDOW PANEL DINING -' 1 BATH 1 , i_`_- W _l__ i r - - - , BATH2 OI NEWTILE ® ® a I y I I I OrD FLOORING VELUX SUN TUNNEL TGR 014 1 ��?'I � I�'pii r , ki ! " , " FLUX I . , . _ - BR 1 pi, l KYLIGHTI I p I I -- e- . I I'� KITCHEN I ! 045 1 , i9 O - tee. n ,, :, l" •- - -t--- - - l I I Ud O ET MER YL KR AMER �c l �L I , - - - I I - VELUX SUN TUNNEL TGR 014 architect RELOCATE EXISTING / L PATCH TILE g• l, ---I--' '': I:Mild.�,. IL I I I I : . oo I.: I FLOORING, I GARAGE DOOR 107 '+`�+'!`' I I I ; � MATCHEXISTING- " `NEWCOUNTERTOPAND , �� �� �ISKYLIGHTI I IJ I z I I ROOM , Ll- r�",,,, SHELVES '�1- -'1' --ii 101".4.4, 130"X30" 1 , 0 -�--• I I -r- n RAVE RAISED r 213 E . FRONT STREET • I I I I I I _ HEA THANDINSTAL� z _ -^"'^—L T I ® I - t,_-..--.„-�3 I I F - >� .--E. - - POST I POST OFFICE BOX 683 108 I I % FIREPLACE FLUSHTILEHEARTH , c�-- Ilc -c ' GREENPORT, NY 11944 + 7 + ,, 1 0 •� ' , ' + ' , ' EXIS IN 2X8 RIDGE TO __ _ _ i� ' EX TING,2X8 ,0 •U • CL. , , I 6 3 I 4 7 7 - 8 7 3 6 - - �� ' I ' l R REMA1 NMI - - - - iter RIDGE +0 '- - ' b ' I ' r) �' s ' + + s , , , , — — 1 , O' i I IREMAIf� I � lr i m k a r c h t e c t c o m `" + a; I REMOVE WALLS, , , , , - - 1 i _�_'__�_!��' ' PATCH&WEAVE CATHEDRAL v �� I (WOOD FLOORING I (CEILING I CL iAS REQUIRED I I ( / o , I GARAGE •'•E TO W g I I I I _ _ _ I I - le I , LINE OF FOUNDATION r ,- tLU . a o o0 ' S I I r ' CL. WALL BELOW - - ° o m w I 1 - - - i I I I I ; I I o I ..... I I _ _ _ _ ( cin z VELUX ; INFLUX I , \ N r . q I ISKYLIGHTI I I , I ISKYLIGHTI I . , ^z i + I Moshova Residence 130"X30" I ' , \,),3045 I l.:, F- l l I ij I I II I I I I 1475 Ships Dr, I I I I I `;<%: 11ENTRYI BR 3 �- BR 2 I Southold, 11971 NY , + I 4 ,, 4• STORAGE LIVING ROOM - ® CL. 1 NEW 1- CLOSET I V . l I I-•III-) i�In� -iii .111�ul I� o I�III�I I� IfG-- �Il If1] Il Floor Plans & Schedules I , I ! 1 NEW2X6 RR NEW2X6 I line of overhang above L M- — — — 1 ©It„O.C. Ui ©16"0.C.I L g _ � J Scale: 1/4"= 1'-0" z EE ' o I All Drawings Printed on 11x17 c° kt S I 2X6 GIRDER,TYP. Paper Scale is 50%Scale Above C2) First Floor Plan \ 0.' o ��' line of 4e hang above '��' c. I Scale: 1/4" = 1'-0" L -i 6X6 POST,CLAD W/VERSATEX SHEATHING ON EQUAL DOOR EQUAL 8" DIA.SONOTUBE PIER,TYP.36" / / / MIN DEPTH. ANCHOR W/SIMPSON C LCB44 COLUMN TO FOOTING 1\ 1..O 1... COLUMN COLUMN I5'-11" il, 2'-0" © 2014 Meryl Kramer Architect All Rights Reserved —�J DRAWING ISSUE DATES Client Meeting Set 11.14.2014 ..........:w.w:. ....:::...._. ..... Bid set 00.00.0000 ........... 2X6 RIDGE Permit ,,...... 1-."..-;:',::::. :.. ... ,.. ., Construction Set 00.00.0000 : CONSTRUCTION REVISION DATES wv::..........:.......... .._..�.... _....... ..,.. .z.... .... . ,............................................,..... �� .,.,... ,._�.... ..,.::....,.. "...... ... ...v::::: ::::W:: • _. NEW ASPHALT SHINGLES TO , w „..i/1111111111111111111111111111km.„ :w-:: : MATCH EXISTING ON 15 LB. .. ...w...... ....:........ _......_. ..........._... �... ,._ _.,.. PLYWOOD SHEATHING ;w .... ... .-:..._... ..._:.........W......... .......- _......, ......:... .. ,...__...,.:._...... ..-- ;....::::........- C� SIMPSON H2.5 STRAPS ...... . .:.. .. ::w:<... "";:,,,,,2- 164 _w. : :: RAFTERS TO BEAM ' C 2X6 CJ @ 16"O.C. `��) 2-2X6 BEAM 1 2„ I 1-0 _ .: / / • • / / I MATCH EXISTING SOFFIT Olt. •� O.H. r-2" & FASCIA DETAIL II O.H. SIMPSON AC4 \S.�SREDgRC,y/ _ COLUMN TO BEAM t�,G SLR•/� J. • CONNECTOR -v �4� �Cv • • VERSATEX BEADED BOARD 7k •:' ,:t �1 Ryis I • -- -- -- — CEILING j "=+► f I r 5 6X6 POST,CLAD W/ it •• • • I I r VERSATEX SHEATING T4/ X24802 OF O Partial West Elevation NEW STOOP-BRICK RISERS, BLUESTONE Partial South Elevation • • BLUESTONE PAVERS C1-- Scale: 1/4" = 1'-O" SLAB TREAD AND STOOP � Scale: 1/4" = 1'-0" • NEW PORTICO MATCH EXISTING ROOF SIMPSON LCB44 6X6 COLUMN BASE, OVERHANG DETAILS • COLUMN TO FOOTING Drawing Legend: Wall To Be Removed PROVIDE LEDGE FOR BRICK FACE ,� Wall To Remain ,, d •- „..,. - w WII J `� A New Foundation Wall 'i'.`: 'rF '{” 4"P.C.SLAB / X6 10/10 WW MESH A;:�;!:- sig -� :• .: , ,' W 6 W. — Lines Above w Lines Below „w 0 MIN Guidelines . . , BELOW GRADE 4 C3 s_ O' _ d , ,,. .. . ....... „_. COor Tag w.: . v - ,.m ,Y` ' W v.� ...� :.. ... ..k... „.,...... .will ..: .:.. .. ........... ....:..,., ....,,. ......, n:..... ... .... ....,... .,. Window T W,. ag Sheet A-XXX Detail Tag F • 9 :---1 •• — E5) Portico Section Detail r:: 1 • Elevation Tag f W. . Interior Elevation Taggx x - • - x illPartial East Elevation Scale: 1/4" = 1'-0" II`!`..;;..,. EXISTING 2X8 RIDGE j, AM LAI N (OPEN CELL OR MERYL K R A M E R architect I 12 I -., CLOSED CELL) rj 1-- \ EXISTING 2X8 RR @ 16"O.C. NEW 5/8"GWB 213 E . FRONT STREET NEW 2-2X10 COLLAR TIES POST OFFICE BOX 683 " \ 2-2X8 2-2X8 ROOF RAFTERS @ COLLAR TIES,SEE TRUSS G R E E N P O R T, NY 1 1 9 4 ~'~ DETAIL @ A-002 CODE 6 3 I 4 7 7 - 8 7 3 6 SHEET - - - -- -- - ---- - - - - - - - - - - --- ^ - - m V a r c h i t e c t c o m -- / / N \ -� ` NEW 3-13/411 X 11 7/8" LVL N HEADER hi / 4 i' El ii- ll . loi'�co ° L b Li1 oo �� I ice/ SHELVING BY OWNER ivdnw uMount • .. I I • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Moshova Residence I PROVIDE 6'-1111 CLEARANCE I I I I I I I I I I I I I I I I FOR DOOR R.O. PAINTED GWB ► V l , ±. .4, l l l� O • - 1475 Ships Dr, ' Southold, 11971 NY ` s NEW 2X6 STUD WALL W/ BATT CABINETRY BY OWNER ► >< ,� - ., - INSULATION � 11 _- v 1 _ --- �- _J \ Elevations & d 't Section & Detail . . Scaa 1/4" = 1,-011 1/ All Drawings Printed on 11x17 Paper Scale is 50%Scale Above 4 Scale: 3/8" = 1'-0" Building Section A-200 © 2014 Meryl Kramer Architect All Rights Reserved