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Home My WebLink About36212-Z Town of Southold Annex 10/9/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36561 Date: 10/9/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 59095 Route 25, Southold, NY 11971, 2 SCTM 473889 Sec[Block/Lot: 56.-2-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/10/2011 pursuant to which Building Permit No. 36212 dated 3/2/2011 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: alterations and additions, including sunroom covered porch decks and second floor balconies to an existing one family dwelling as applied for. The certificate is issued to Murray, Nicholas & Joan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0051 10/1/13 ELECTRICAL CERTIFICATE NO. 36212 2/5/13 nc PLUMBERS CERTIFICATION DATED 1/31/13 Bu4edgnatu A o TOWN OF SOUTHOLD BUILDING DEPARTMENT ® TOWN CLERK'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 36212 Date: 3/2/2011 Permission is hereby granted to: Murray, Nicholas & Joan 6260 Horton Lane Southold, NY 11971 To: Demolition, Additions & Alterations to a Single Family Dwelling; Bedroom, 1 1/2 Baths, Deck, Mud Room, Pergola's (2), Kitchen, Den & Staircases. At premises located at: 59095 Route 25, Southold, NY 11971 SCTM # 473889 Sec/Block/Lot # 56.-2-10.1 Pursuant to application dated 2/10/2011 and approved by the Building Inspector. To expire on 8/31/2012. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,346.40 DEMOLITION $277.60 CO - ALTERATION TO DWELLING $50.00 Total: $1,674.00 Building Inspector II i Form No. 6 to TOWN OF SOUTHOLD \ BUILDING DEPARTMENT d` 0 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 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: Old or Pre-existing Building: (check one) Location of Property: 5-690'75- ez) re - a2 T/t/QL House No. Street Hamlet Owner or Owners of Property: & LA oL 70-4 k) XL) RI? q Suffolk County Tax Map No 1000, Section rj Block Z Lot w J Subdivision Filed Map. Lot: Permit No. ~O oZ 1,2 _ DDaate of Permit. Applicant: Q fj - a be V{ Health Dept. Approval: ? Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: _Z (check one) Fee Submitted: $ Applicant Signature gl?FFO(~ Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 ~ • ~ Southold, NY 11971-0959 A;~! roger. richert(a)town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Murray Address: 59095 Route 25 City: Southold St: NY Zip: 11971 Building Perk 36212 Section: 56 Block: 2 Lot: 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat oil Duplec Recpt 46 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 24 Smoke Detectors 2 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 38 Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke/co detectors Notes: Inspector Signature: c~~ Date: Feb 5 2013 V Electrical CertificateAs ~o~~,oF sooryo~ Town Hall Annex Telephone(631)765-1$02 54375 Main Road 41 Fax (631) 765-9502 P.O. Box 1179 to ~Q Southold, New York 11971-0959 ~yC0UNT1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. (0 cz Owner: I)I y TAB > (Please print) / Plumber: ~u2ft5 ~1,j4 e 7-A( C. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plum a ature) Sworn to before me this day of 20 ~t) ICIA WALKER Notary Public, Count y No~ryNo 01 A6153064 ~lic tateottw~ Oualified in Suffolk County Cmnnnission Expires Sept. 25,E 3 Co L-~ * v TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION 1/f F DATION 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: - r Dr DATE Y INSPECTOR ~~j TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ OUCH PLBG. _ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL L,4~6 [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR o~~,OF 80!/Ty ;wo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 1 ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION W ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ` o 2- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECT ON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COMSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c-vc DATE INSPECTOR l 2- 2, 2:7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) c REMARKS: DATE y INSPECTOR """`7 fl / A7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: L D DATE INSPECTOR e~,*OF SOf/ly ~N ~9N TOWN OF SOUTHOLD BUILDING DEPT. i 765.1802 INSPECTION [ ] FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 1F-r w ~ C-~-~~ C91~ DATE INSPECTORS` 3 Z 3 ~o,~~u~ sou, i Mir i~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION`~~ Os3 [ ]FOUNDATION 1ST [ J ROUG LBO. ~C [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTR"L (ROUGH( [ ] ELECTRICAL (FINAL( REMARK ~~lJ'~/L /?a ~Svz `~hA--- 5L Sf~/~c.~c\ fi~~ rf ri 4-1 'oe r DATE INSPECTOR ~,~OF SO!/Tyn_ "roum,'~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOD. [ ]FOUNDATION 2ND [ 5! LA N [ ] FRAMING/ STRAPPING [/FIN ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS r 'v y DATE 3l 4 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL( REMARKS: ~'.0. DATE ~3 ~s INSPECTOR - v` j FIELD INSPECTXQN REPORT DATE COMMENTS FOUNDATION (IST) 41Z -IZ5~ b fc cr-c x FOUNDATION (2ND) 20 014 d; ry o~ ROUGH FRAMING & PLUMBING g4 4"~Aa i R~ _ U1 INSULATION PER N. Y. "'j STATE ENERGY CODE l/ FINAL ADDITIONAL C NTS as _ b Ilec 0 0 Z ,0-1 L 1C - C G L. C) ae TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST .BUILDING DEPARTMENT Do you have or need the following, before applving TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 3 oti .2- Survey SoutholdTown.NorthFork.net PERMIT NO. Check _ Septic Form N.Y.S.D.EC. _ Trustees Flood Penult _ Examined . 20 Storni-Water Assessment Form_ Contact: Approved_ 3 20 Mail to: ove a,Ic Phone: g- 3 Expiration .20 M 2 Building Inspector 17 E n A pp ATION FOR BUILDING PERMIT 1 0 2011 UUU Date febru~xy 20 L INSTRUCTIONS t :D DEPT. UTHOlO a. T mp ete y 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. "file 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. _ ~n0 (,Cnlm ~ma ~1C.t (Signature of or name, if a corporation) -k I1~7/ (Mai mg address of ap ican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C\ e -e Name of owner of premises WCK clan Himro v (As on the tax roll 4 latest deed) if a pli ant is a co ration, signature of dul hori?e ofti cr ohn T I~">~z _ rQsI Pn-f- (Name and titl f corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Odd. 537- 1 L Location of landBn which roposed w i will e done: sgoc I\~ - I~u- House Number Street Hamlet County Tax Map No. 1000 Section S W Block 01,;1 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i1Jltende use and o cupancy of proposed construction: a. Existing use and occupancy Sill -f -Fame Si~Pl1Gt_ b. Intended use and occupancy :Fgf sj~Ql/lC'~- 3. Nature of work (check which le): Net uilding Addition Alteration Repair Removal applicable): emol'itt Other Work (Description) 4. Estimated Costa , 6Q 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 "7 S . Ream Depth 31 S Height Number of Stories Srm~in~- _ Dimensions of same structure with alterations or additions: FrontRear 7~. Depth Y3. S' Height Qa- Number of Stories a+ '8asemon-;- 8. Dimensions of entire new construction: Front Rearl(JS Depth ~~I S Height al. Number of Stories 1 r ?~S Kxu58 ' DIdc of f?'Aq~) 9. Stze of lot: ront 3 S O Ream J Depth = r 10. Date of Purchase A - d O q Name of Fonner Owner t~Q S ~l ~y 11. Zone or use district in which premises are situated k - YO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO 2401 excess fill be removed from premises? YES NO~ 14. Names of Owner of premises NfGK U Q Address a_lPhone No. Name of Architect V igA _ Address 5, 80 Rjq'r~ hone No Name of Contractor Address one No. 411 X41- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-Z * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF L-e-~Aon / olY1GLl')el h1 being duty sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, S)He is the AU (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn efore me this day 20 /l d~j, VICKI TOTH ~~g~~~~~_gfate of New York 4-, ~N1,yt ~e1n 1 ~ ~ ' Notary Public NO. 01706190696 Signature of Applicant Qualified in Suffolk County Commission Exnires hd~ ?S 9l0 • 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 Survey SoutholdTown.NorthForknet PERMIT NO. Check Septic Form NX S. D.E.C. Trustees Flood Permit Examined , 20 Storm-water Assessment Form Contact: Approved , 20 Mail to Disapproved a/c _ Phone: Expiration , 20 2 Building Inspector C D Lr- W APPLICATION FOR BUILDING PERMIT ~7 Date Wt-_7015K 1 / , 20 199 DEC 1 4 2'1Qq INSTRUCTIONS a. This application M ST be ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o p$q~ to se e. Fee according to schedule. TOV~R~JP mg location f lot and of buildings on premises, relationship to adjoining premises or public streets or and WftlvAyf 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 pan 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. yl7(4W1 pacitmm" pl.iL (Signature of ap licant or name, if a corporation) wid ST, I gAWAFM 41wl, Aff lose? (Mulling address of applicant) State whether applicant is owner. lessee. agent. architect. engineer, eeneral contractor, electrician, plumber or builder Name of owner of premises NIc-K 4WD J041i lm( y (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer i M3t N ntzrrmE ame and title of cor rate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 6225;74 At_lef/7VCT&%4&J 1. Location of land on which proposed work will be done: sse~ o~? r RpV7"F_ 2S soup, ran Hou Number Street Hamlet County Tax Map No. 1000 Section 50 Block 07- Lot 10' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SftNO E Fmilt-r Xir5lDbWC5 b. Intended use and occupancy- SAl1A6 3. Nature of work (check which applicable): New Building /-.-Addition Viiie Alteration UO" Repair Removal Demolition V Other Work (Description) 4. Estimated Cost ~Zsi 0010 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 gGY b 6P6AKIf1ST 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. / 7. Dimensions of existing structures, if any: Front 7S. S1 Rear 7 s/ 57 Depth 37r S Height 221 Number of Stories 2 it OkJEMGNT Dimensions of same structure with alterations or additions: Front 7S. S Rear 75',S' Depth f 3,S / -Height 22/ Number of Stories 2+ BASt,rmft ? f/ $ / 8. Dimensions of entire new construction: Front to f ~ Rear- Depth _Z.S Height 21.5 Number of Stories If ~Pfi~ ?t/x / ObZle hTRR) M a1 I / 9. Size of lot: Front 7 ~'V Rear %%T Depth 79 10. Date of Purchase V02"8,001 Name of Former Owner 4&AS lP r 11. Zone or use district in which premises are situated $ -Y 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES- NO / 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO W/ 14. Names of Owner of premises Address hone No. Name of Architect Llfkde ?(AiWp r, PILfAddress"Ag*! Cl.it hone No Al Y. 241.187? Name of Contractor Address NN Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO JC * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE UQU1RED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES. PROVIDE A COPY. STATE OF NEW YORK) S COUN1YY,OF'/L~ .//ay h A" r if dr'o N71 being duly sworn, deposes and says that (s)he is the applicant /(Name of individual ~signing ccontract) above named, (SY-1e/s the )+W/1 U pv r ,V (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and only authorized to perform or have performed the said work and to make and file this application; that all statements contain d in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application, filed therewith. Sworn to before me this day of_~ MIODALIA KOLAJ NOTARY PUBLIC ~ywrve~r - No.01Kt781e22!;U - "Notary Ar.iI Si a re of Applicant Ouallfied in s February County Term Expires sbruery 25, 2012 Term OF SO Town Hall Annex 4 # Telephone (631) 7651802 54375 Main Road ,,aarxc (63l) 7 P.O. Box 1179 fOOBf.riChert~Il11M1.S0 O nV.US Southold, NY 11971-0959 BUILDING DEPARTMENT I C TOWN OF SOU MOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ICE IT4 Date: i 2 Company Name: Q Pr. Z 7tt Name: Kt--IT4 -4 Oki C--7 (7-1 License No.: 3 4091 - M Cr Address: 13 -)L0 O o cfocp Phone No.: 7c& S - 9 y,2y JOBSITE INFORMATION: (*Indicates required information) *Name: MIZ S l WVz A`( *Address: ~1 pq S- go Vre 2C- *Cross Street: *Phone No.: b n Y Permit No.: 1 Tax Map District: 1000 Section: r-S Block: Lot: I C), *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 5Q Ef NkvSC (Please Circle All That Apply) *Is job ready for inspection: 4 J ~NO ough i Final *Do you need a Temp Certificate: YES C:2 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 Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ao - u ` ~~69 82-Request for Inspection Form X" 1 bTown of Southold ~ Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM , T PROPERLY LOCATION: s.c.T.K 1: THE FOLLOWING ACTIONS MAY REQUIRE THE SUS IISSION OF A ORNkWATER GRADiN I DRAINAGE AND EROSION CONTROL. f1gN - EFIEF ia-M -Mu -tT' Can, rnw nr A D ZZIUM R 10 L Ifil THE ST Te OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION PTEM # / WORK ASSFS6MENT Yes No a. What is the Total Area of lbe project parceb? I Onckrde Total Area of ON Pwceb located w" l{ t WIN this ~Dl a Teo Al Inch S6o Ramrwreaall on Site? Generated Me Scope of Work for Proposed COnstructim) f Nero will by a klcf~+° -al created o y site Mils / b. Whatis tit Total Area of Land Clearing faF.FAga) lear shi b n act aCNYDef 8ties ae h well M 8 a / ~ . Sol rj Af /L S. cd8B1k1~ BMI/er COn~hY4lbion as ON J!L and/or Onxind Disturbance 1brthe proposed Sbs knprovements end the permanent creation of construction a~ rule. sy. SAiAw Inipenilam . (y 2 Does the ft mn andbr Swvey show m I'lopesed BR=PRCffWrDESCRIPTION FWAbAeabniftwal I Dfair"sStruchlre hk*VSize$Location? This ,V_/ 1 ' teem shell kblude al Proposed Grade Charges and L.J (j ~ Mopes C *obv Surface Water Flow. / * Does the Site Flan and/or Survey describe the erosion ~P1 and sa dYneftloontrd piaglces that will be used to Ji ~AIe~ control abe erosion and storm water discharges. This T.R. I ram muattie maintained throughout the Entire Cons6iction Period. ti Will Nola Project Requk®anY Land FiRn9. Grading or Excavation where there Is a change to the Nalwal Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? / 5 Wig this Application Require Land Msturbirg Acth ties Encompassing an Area in Excess of Five Thousand - (5,000S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the D / Site? Is this project within the Trustees jurisdiction Gertral DEC SWPPP Reeuke pft : or within One Hundred (IW) feet of a Wedand or SoWnbsion of a SWPPP k required rat al ContnxAOo GCOW11e3 InVOMM it teach? deaaba a one (I)or mate aces: inckWkg~sanearlces orlon sign one aorethat 7 WR two be Site Grade Slopes are pert of abrgsr,oomntn plan OW Wlrrdanty dbkab one amre sun ofknd; . Exceed Fifteen en (15) feet feet of Existing which koduft CmOuufon aoarles Involving =1 dbbabaeroe of less dean rt (1) are where One Hl een (15) V stanc Rise to Me DEC hn debm**d#08 SPM perms brequired brsbrmwaterd whopea, One (IM of liortzontai.Distancx:? . (SMPra shall vw"Ihe Wnkrrm Requka vft of at SIRM (Ramat Prmri . 8 Will DrNeways, Parld g Areas or other Impervious br abm, water Dikehargn boar Correbuedorr seaatty-Pwn* 11.041-110-001.) Surfaces be Sloped to Okect Storm-Water Run-09 I. ThesWIVPSWbeprepmWPrior to#0M&WO!ofteNa.ThenotOM00 Into arMrorIn the direction of a Town M - subnakdbatDepwimardPifer bastanenrwem d o1conswcom go"ay. I? 2. The 6wwa eheY describe at modse andaeartmmnbw pautna ndwlt,a 9 Will 06 project Require-the liaomnetdofA L i trwked,p0dvco$bucknatorreweIK"1W weryPiaadan aWwabounderWor Removal Of Vegetation andbe the Corwhiction Of any eathuebdbtlkxw Yle pekdrlbalsbmwatr dbdangq andleapeil - Leal WlMAItit Tom-RfghRof-Way or Road Shopldeir compbn vAbaiebmt.na innxllons Wads prnN.kaddEbn, etsvwwdm - beeWYpabatWeourossWpobldbnwbkhmay aexpedsdb atteotka Are6?mtwswEraorawa. awbwgdenw.a,beiA.Apr,y grWly atsbm watr'dkattgea NGTtr aMryAbawrbOatstlns on enagh Nkti2AR5W*Vdwgr a Cho* Mok 3.AXSwPMVtt"ft tltP0*ftnsVuftagarmWalerntmgrnwitFUdoe - - In a Boor and ar mnrntdon aria dkditw tbatwan3,es 8A&IApe1nra% mmpornmA l.ee propmed by a quelled DWV Rakaaonl Lkemad IstiewYak aStgv4ftA .Oradba, dsMaw a Damien owdmfiln Is Re**" by am Tawa of katblwaWlnpaebleb tit prkncgbs and praW[esatabantnktr Mamgrnrr. Soulholde"UMbo$ohmatedkrRarkw PdxbtasnenefAnyn III l+srmp, VKTM AChKkkkak(f) W II Amw,rbr9whQU0 aanb PAVJWdlsraetmybwAppmawt STATE OF NEW YORK, rh COUNTY OF jl J...1 v.I.1 SS That I, lere , of rLa being duly sworn, ,deposes and says that he/she is the applicant for Pemlit, And that he/she is the / . »F1~ Iba+t.Cm~raebrrApenil. Qapaaie Olken,'M¢~ li Owner and/or representative of the 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 ofhis knowledge and belied and that the work wiz) be performed in the manner set forth in the application filed herewith. Swom to before me this; ...r.20.. Notary Public:...... l C~...~... N .,1G T.QTH Notary ubuc,tate 0TW.4 S (Signasae of Mproru) V, 01T061011 FORM - 06/10 Qualifie!' M Suffolk Cori. y Coro!", sires hd~'-' B. P. # 36-)-1 a 2 g-~ BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Date Reviewed. uJvt a L N /11 Applicant: am 'Owner: J&an .4rel~ibest n ineer. Gz'~ ~/V`'W' J~~O-~ Estimated Cos ads SCTM# 1000- S6 _ a- _ I oo. Subdivision: r Zone: R' if 0Conforming? ~fS Property Address: 10 9 S ~-o a S City: Pre COs? L% 9-to-03 Building Permits (Open/Expired): BP;o96 ( -Z / Go Z- OMED, Info: BP -Z / Go Z , Info: BP -Z / Go Z- , Info: BP -Z / C/o Z- Info: BP -Z / C/o Z- Info: _ Single & Separate Search Required? Y oioDetermination: REQ. Lot Size: `f'b K ACT. Lot Size: 4" /r 57 S 3 x Q. Lot Cov. a' Y-ACT: Lot Cov. o1E REQ. Frot-5-o ACT. Front __70 REQ Side CT. Side 7o REQ. Rear So PROP. Rear 9r G ~T~3 S-"ACT. Height '0, (Lt RE,Q,13oACSIDES 3-r-ACT df~ Project De§cri tfonn a?dOL ~~~clJOa d, 0. Ro/,,,~ Waterfront. or INY If yes, water body: PM) Panel# Flood Zone: Bulkhead/Bluff Distance: ~ L 0 ADDITIONAL APPROVALS REQUIRED 6R /a~ OK, #399; , ';z-10-// Suffolk County Health 00 r N - If yes, *Bed#: I'f' *Date: I9/ Id *Permit#: R la-to--coS/ Town Septicor N If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y OWN { Date: Permit or NJ Letter - Notes: Southold Trustees: Y or No Date: Permit or NJ Letter - Notes: Southold ZBA: Y o't.:% Date: Permit - Notes: Southold Planning: Y oroI Date: Permit - Notes: Town Landmark C of A: Y o&TE: *NYS CODE Compliance (page 2):®or N Notes: Fee Structure: Calculation: t~ Foundation: 336 SF P--5 6(o x $ . 1 0 I Lt L , 'Ito First Floor: a 0101 SF + Initial Fee: $ o`t 00, 00 Second Floor: A S S SF + Additional Fee ( f Other: 59ol SF S9X SF X $ ,3o 4 ( 7 7, (;o Total: SF + Initial Fee: $ D O , 00 + Additional Fee ( : $ / C 0 S o, o o~ TOTAL: $ I .~O q-, o O NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Gropnd Snow Load: 20 J Wind Speed:. 12OMPH _ Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 _ Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: I~ TYPE OF CONSTRUCTION: t^~ oo D fi ~w~ p DESIGN CRITERIA: ENGR4HEffl~ SCRIPT FULL FRAMING DESIGN ELEMENTS:®/N HEADERS: ON WALL STUDS:JON GIRDERS: 491N CEILING JOISTS:iN FLOOR JOISTS:(Q/N ROOF RAFTERS:~qN LUMBER SPECIES AND GRADE: &IN WINDOW AND DOOR SCHEDULE: MISSLE TEST REsUIREI\ZENTS: Y/N EGRESS S.7 S.F.: N i LIGHT 8%:CP/N `TENT 4%o: 19fN NAILING/CONSTRUCTION SCHEDULEtt MEANS OF EGRES S : &N PLUMBING RISER DIAGRAMO/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N off( TRUSS DESIGN: Y/N 10/t CERTIFICATION: Y/N n ENERGY CALCS nY N TOTAL COMPLIENCEfY/]N (RETURN TO PAGE ONE) Blue Sky Design, Inc. Consulting Engineers 121 West 2T° Street, Suite 904 New York, New York 10001 Tel: (646) 230-9900 Fax: (646) 230-7400 January 28, 2011 Building Inspector Southold Building Department a 54375 New York Route 25 y~P R Southold, NY 11971-4646 fv *o¢ y* Re: Villa Tapestry Residential Renovation r C m ~i 59095 Route 25 Southold, NY 11971 p 781- BSD Ref. # 0537 "'FES3 Dear Sir or Madam: We are writing in conjunction with our submission of Structural drawings for renovations to the existing building at the above noted address to our client, Visconti architecture PLLC of Bedford Hills, NY. Using the Building Code of New York State and considering its substantial wind loading requirements, me feli it appropriate to briefly summarize our analysis procedure and design guidelines. Our analysis has incorporated the use cf four code references The Building Cede of New York E?at^ (BCNYS) and Residential Code of New York State (RCNYS) providing overall guidelines with references to ASCE 7 for wind load determination and the Wood Frame Construction Manual (WFCM) for design and detailing requirements. Section 1609.1.4 of the BCNYS addresses the protection of openings. Glazed openings must be protected with debris resistant glass or structural panels to be considered closed in determination of the building's enclosure category. Should debris resistant glass or structural panels not be used, all glazed openings must be considered open in determination of the enclosure category. We have considered all glazed openings as open (i.e. glass or structural panels not required), and, based on definitions in code section 1609.2, Villa Tapestry falls within parameters of an enclosed building (i.e. our analysis has determined that this structure is not a partially enclosed or open building). Henceforth, using ASCE 7, an exposure category C, and 120 mph wind speed, our wind load determinations are based on an enclosed building structure. Based on WFCM guidelines, and using appropriate loads determined as described above, we have created a continuous load path from the roof to the foundation using a system of metal connectors, straps and anchors as shown in our Structural drawings S1 - S9. Please feel free to call and discuss with any additional questions or comments you might have. Best Regards, Andrew B. Renfroe, P.E. 121 West 271" Street, Suite 904, New York, NY • Tel: (646) 230-9900 • Fax: (646) 130-7400 • www.blueskydsgn.com ~ ;moo o?v~~- - 71- LL- ~SI.rP~ Td ~/U/~~z~~s C/C~Gr~ _ /Zl2Gt'l - 11 - - _ ~I111 + 3 1-- - L U.S. Postal Service 1 CERTIFIED MAIL RECEIPT Er (Domestic Mail Only; No Insurance Coverage Provided) M r ul Postage $ r9 / Cerllfled Fee C3 Re um Receipt Fee Pas He Q (Endorsement Required) C Restricted Delivery Fee 'j; (Endorsement Required) vi ..0 / O Total Postage & Fees $ C3 enl "N i GC uQ o~ ~7~cn~ \ (11v~rc - - - p or RD PO , Apt No.; k or Bar No. - Ciry, Slate, Z/P«4 Certified Mail Provides: ¦ A mailing receipt ¦ A unique identifier for your mailpiece ¦ A word of delivery kept by the Postal Service for two years Important Reminders: ¦ Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. s Certified Mail is not available for any class of international mail. s NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. ¦ For an additional fee, a Return Receipt maybe requested to provide proof of delivery. To obtain Return Receipt service, please complete antl attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse, mailpiece'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPSs postmark on your Certified Mail receipt is required. s For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". • If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed detach and affix label with postage and mall. IMPORTANT: Save this receipt and present It when making an inquiry. PS Form 3900, August 2006 (Reverse) PSN 7530-02-000-9007 ~agla ax ¦ Complete Items 1, 2, and 3. Also complete A. Sign re item 4 N Restricted Delivery is desired. X Vv , , 0 Agent ¦ Print your name and address on the reverse - " `Addressee so that we can return the card to you. B. ger~ived by (Printed Name) C. Datelof Delivery ¦ Attach this card to the back of the mailpiece, ITL`µ.. or on the front If space permits. - - - D. Is dslhK: IVeit 14 ?Yes 1. Article Addressed to: if YESaddress 0 No c.6~alaS or JoG~ 6~-vray , MAR-', N3 ~o w ?red- NY ` - - - l 9. Service lyp~ Cartmed Maif 0 Mail ? Registered pkpatum Fboolpt for Merchandise O Insured Meii ? C.O.D. _ 4. Restricted Delivery! PUM Fee) 0 Yes 2. Article Number 7010 1060 0001 1573 8398 (rrensfer from service label) - 004 nnn., UNITED STATES POSTAL SERVICE ( I I II I S First-Class Mail P No. pald • Sender: Please print your name, address, and ZIP+4 in this box TOWN OF SOUTHOLD BUILDI NGa DEPARTMENT Southold, N.Y. 11971 ~II~I~hiyn~irl~1~~~~11~~11~~1ullnl~lullllll~~~ll~n1111111~ Nicholas Murray and Joan Murray P.O. Box 212 Southold, New York 11971 February 23. 2013 Town of Southold Building Department Town Clerk's Office Southold, New York 11971 Re' 59095 Route 25, Southold, NY §056 00 - Block 02.00 - Lot 010 001 PERMIT NUMBER - 3621-2 Dear Sir or Madam' We are the fee owners of the above referenced real property. We are also the holders of Building Permit # 36212 which will expire on February 28, 2013 We hereby request a six- month extension of same to and including August 31, 2013. Thank you for your consideration Nicholas Murray .Moan Murray L Ui i I FEB 2 2013 a~ a ~a~ 13 pF SOUTyolo Town Hall Annex 411 Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 00UNi, BUILDING DEPARTMENT TOWN OF SOUTHOLD February 27, 2013 Nicholas & Joan Murray PO Box 212 Southold, NY 11971 RE: 59095 Route 25, Southold To Mr. & Mrs. Murray: Please be advised that you do not qualify for a sixth month extension. I apologize for Gary Fish giving you misinformation. You had a six month extension granted to you on 7/30/12. You are allowed only one six month extension at no cost. Your permit expires 2 years from the date it was issued, which was 3/20/11. Your expiration date is 3/2/13. You have until March 15, 2013, to complete the items Gary Fish listed on his inspection dated 2/21/13 and schedule an inspection. If you can't complete these items by then, the fee to renew your Building Permit is half the price of your original Building Permit which is $812.00. If you have any questions, please contact Michael Verity, Senior Building Inspector, at 765-1802. Respectfully, Southold Town Building Dept. Connie Bunch (Certified Mail) pF SOUlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 19, 2013 Nicholas Murray 6260 Horton Lane Southold, NY 11971 Re: 59095 Route 25, Southold 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. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) 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 BUILDING PERMIT: 36212 -Demo and Addition/Alterations to Single Family Home DwelUny RAIN RUNOFF Base. Ilr. EL I FPL rTADE HOUSE- 3487 x I = 0.17 = 593 cu.tt. 16.9 - q' w r MAX 5931-12.2 = 14 VF. PROVIDE 3 drywells 8'0 14' total depth E sr 3.8 E 136 8'1 IE 13J 14.9 8•I 3' EXISTIr!G WELL IN BASEMENT TO NON-POTABLE ML WATER Et Ta I So s• 3• Mk PROPOSED NEW SEPTIC SYSTEM 4- BEDROOMS so 1- 1000 gal PRECAST CYLINDRICAL SEPTICL Wo EL TANK SAND SP LEACHNG POOLS 8'0 • 411 depth WITH 3' SAND (SW COLLARS L. GAFF('A EL 14.4 I ROAR EL 14.7 N/o/F cool 333 LA W4 SET SURVEY OF PROPERTY \ LAW4 DWELLING lpubllG waled NO „ILLS OR AT SOUTHOLD CPS WITHK150' _ LAWN LOGE OF LA w TOWN OF SOUTHOLD REBAR N 69.12'x E - SUFFOLK COUNTY, N.Y. sEr /a, Ye 1000-58-02-10.1 --r,,,, M • 9 SCALE. 1X30' " uT p m JIY K 2002 Lis GA4R JULY 25, 2010 H n AUG. 31, 2010 (1 y NOV. 5, 2010 !revision) TEST BORING GAR 2a1 by McDonald Geoscience LIE 7129110 Excavation Inspection Required A 2c o EL 18.4 Dark Brown Loam For Sanitary System (n~6 y ~ I' Brown silly Sand By Health Department o IN q SM H Pale Brown Fine Z - v to Madium Sand H` SP CAI E7aST" C[SePOOLS W andarr':lcnt Of rrhla.:t1`~ Sailli:..r jt 5}ISILr7r n:tlS EL iOr,lanC• with department reru' Submit ~ o /0 Brown Sandy Clay FILLED RE N~ ON O a p 0 °L Pvw-D Z PY Sf ~g 1eledformWwl~K° as proof. 7L3 c P Sandy w in Brown CD ` " coNC COVER 1~ \ +B sandy cloy ct e o ;'EB ,e+. / r7 0 Water in Brawn Clay CH 34' -0 TEST BORM 138' 1 ~ ~ 9n EL /A9 F+ Wolof in Pale ti Cb Browine Said t ~~~6 ~ 9,6 PATIO + T of FIEALTH r 5 m0\ 44' n L•p. e' r a s 1 SUFFOLK COUNTY DEPARTMEN FOR A m T FOR AF ?ROVAL OF CONSTRUCTION N C m•" PA no ~II"O1 SUFFOLK LY I~j 0 ndcrE Oid arB 51NGLC FAWIILY RESIDE' CE EL 21.9 if L.P £ Prop. Qqd sfy pw I W 'C adaci f row x'10 a~~ - t co " ti~SSCJ 1i. u, REF NO. O 5 4n.1 , r/r e/ 239 I DATE I O ) E t P tAQtemenfel/6.9 uNAeLErosrr -r? N i APPRONEU 13tpR00M9 awNOr BECAUSE ter FOR INAMM r`i OF y--1 OF APPROVAL Q Isa ocwavETE O aRts r? I YEARS FROM _)A E ~ CER 11FlED T0: NICHOLAZ MI Y ~ F~(PIRE$ iyREE l~g r Pelf" . Y 074DIF E Pal -An ~p I S. MET t VN1S EL MO 20- '~10~50 ~ •A ~ me g 5 ~c :''ri'g a` RMAR PILLAR strr 21021 ' DWELLING ,ter) ~ 23a S 72'22130' V Ipubua w / 0. 49618 MAIN ROAD (S•R• 25) EcoNrc ANY ALTERATTQV OR ADOYAdJ M THIS SURtEY IS A NOLA110N (631) 765-50 765-1797 EL 2~.4 PUBLIC WATER IN ST. OF SECAON 7209OF THE NEW MRK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBOIVISION 2 ALL CERTIFICATIONS P. 0. BOX 909 Vacant HEREON ARE VALID FOP THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET SAS COPIES BEAR THE ES ~ TTY SURVEYOR F09-207 AREA=1,5253 ACRES NHMFRRE APPEARS HEREON SOUTHOLD, N. Y. 11971 I I i RAIN RUNOFF Basss. . il fi Bet. EL E14 e1G10[ HOUSE- 3487 * I • 0.17 = 593 cu.It. 16.9 I' 40 &1 A"k 593142.2_ = 14 VF. PROVIDI 3 drywells B'0 14' total depth sr 15.8 E 15.9 e,• it 15J I1 9I SLP S SET EXISTING WELL IN BASEMENT TO NON-POTABLE sW .0 6R WATER Q 7.3 61 PROPOSED NEW SEPTIC SYSTEM 4 - BEDROOMS sW I- 1000 gal PRECAST CYLWDRICAL SEPTIC~Q•e _I EL rAW SAM ,P LEACHM POOLS BV • 411guid depth WITH' 3' SAND (SW COLLARS Q• W I ROM 9L /b7 N/0~ GEO~ L. ~ 333•x' SURVEY OF PROPERTY DWELLING rpabna Wes' LAWN AT SOUTHOLD p SEW T~ 150• LAW LAW - TOWN OF SOUTHOLD "AR N 69.12'35' E SUFFOLK COUNTY, N. Y. 1000-68-02-10.1 SET IELIY.s rm -R, • z, s 12-15 SCALE: 10=30' ra m JJLY 1.4 .2001 JULY 231 2010 £ GAR. Co y r H n AUG. 31, 2010 (b.o.h.) r.~R 261' y NOV. 5, 2010 (revision) TEST BORING yr~ by McDonald Geosciance 03 ; y~ FEB. 9, 2011 (oddIlons) o_ ,p 000 7/229/10 C, N 5z t:, 0' EL 18.4 o o y Dark Brown Loom I oo ,y ? r m d rri I Ar Brown silly Sand ~D h H SM m~ 3' > z Z O+~ ci" Pale Brown Fine to Sp ium Send roP ~^9' n` to* Vj EMT" CrSWWLS pW I ~ecK I~ / :tb. o Brown Sandy Cloy OJ FLLED N -"I - 7. P.'4, CL PERCHED e _ 7LS • c R'L n T.7 a1 l1B \2iri l'ItA\ Wn1er in Brown O ` CONc COVERS Sandy Cloy CL o E o tXCK\ :xe•~' ,y 17' Water in Brown F Clay CH} r ' '1 = 34' -ll r' L TEST BORMG I 138, 1 rx n EL 19.9 i Water in Pale = ® ~12J' 1 ,i S7EP>: 8ro SPFine Sand < c < ~~'1~~ ^ PATH 96r1 PArm 4 X 7"~ n m, i~ cu".vIE'rC PATIO mo.n nP, CD1CIzC I h • \13 . rE wls 1 i r 2).9 I J `r i-. 1 p U EL L 21.9 L.h s prep 2noL sly pw ccOCOC, t ro•T j O O din. eff J~/r e( 03 9 COUNABLE To SET r bcwernenf el 4.9 RNER BECAUSE Or e " Do m ° Iss o CaNQ TE 0f9 P'S CERTIFIED TO: N/ RAY z 2 19. ATE Pnlau n I ` " Pl?~ `'r'„~ t vnLLS I W EL 19.0 'v k arc S 5 ;tt RF.AAR PLL1M SET 21A21 ' Ca a Tae S 72'22'30' W (pobtlc Morof) rte':. O• 49616 AREA = 66,443 sq.ll, or DL ECON/C MAIN ROAD (S•R• 25) 1.5253 acres ANY ALmrATT01V OR ADOIIIOR 10 77115 S'(A4YEr' IS A Np.A1fON (631) 765-5020'-FAIf 1) 765-1797 EL tae PUBLIC WATER IN ST. OF SEC77ON 7209OIr THE NEW YORK STA IE EOVCARON LAW EXCEPT AS PER SECnON 7209-SU MWSION 2. ALL CERAr1CA770NS P. 0. BOX 909 Vacant //EREOR ARE VALD FUR Res MAP AND COPIES' /NEREAr ONLY Ir 1230 TRAWLER STREET O2 SAID MM OR COPIES BEAR THE RIPPES'SED SEAL OE THE SI WYdr -~O / WHOSE SIOVA RAVE APPEARS WWON. SOUTHOLD, N. Y. 11971 S.C.D.H.S. REFERENCE NUMBER R10-10-0051 WO/F GEORGE L. GAFFGA 333.78' LANK REAR SURVEY OF PROPERTY LANK AT SOUTHOLD REHAB N 69'12'35' E LAW / TOWN OF SOUTHOLD SET M W SUFFOLK COUNTY, N. Y. GAR , 89's 1000-b6-0 s 12 E FIR SCALE. 1*=30' rA #JLY 14 2002 .W m ' SEPT. 4, 2003 (CER77FICAnON) XLY 22, 2010 (UPDATE) w A AUGUST 31, 2010 (B.O.H) m q w p F B NOVEMBE 5, 201 RUARY 9, 20110 (ADDITIONS) rr MARCH 6 2013 (FINAL) y JULY 16, 2013 (W/L & DRYWELLS) O rrl I D.W. O.W. ~t COVE1~ MM< o.w. a (E~E1V D ~ n.s' 14.8' ti3 LFIX LELTC C AUG 2 2 201 ixe 384 su s FF. C 111292 STY Sn1= HSI- . SUFFO'_K d?Y Ge?ABTA 1 ES 14.1' I 123' 12-7. ~pNC H ; _ ; F ^.Uf.STRUCTEO WORKS FOR ;1v d ~r MM,( WIN sTFrS ;N;.t FAMILY RESIDENCE 0 0 D s Late OCT 0 ' 7f11~j H.S. Ref. No dnrr ` !p LP PATIO +ioe j The ~ . NDEz di5p0521 and water s+rpplY hdGtias of th!,. Ip[atiOn have b n \ ; ~nspecled and/or cerGfieG ay this Oepartme^t or other ; ;encies and faun to \ be satisianory FOR A MAXIMUM FMS. ~ Howl. FS: \ ~ ~ AECE 7o SEr Oi,.,:r Cr evasfeWatEr ~../Zf!a;e~tert + \ N \~W~E7E VEBR/S cERnFlEO ro.• 9, py~ra NICHOLAS MURRAY s JOAN MURRAY \ , vs ouc \ WATER S METER REBAR PILLAR ! •,-a SET $ 72'22'30, W 21021'' i ° I r: 1 MAIN ROAD (S.R. 25) s° N.Y.S. . LIC. No. 49618 ANY ALTERA77ON OR Apg~ OV TO IMS SURLEY 1S A NCLA TIQV 1 r U YOBS P. C. PUBLIC WATER IN STREET) CF WC77ON 7209OF 7W~N W YORK STATE EDUCA77ON LAW. `cJ 5-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBPWSON 2 ALL C£RRFlCA RaNS L OX 909 HEREON ARE VALID FM 7tNS MAP ANO Ca9'ES THEREOF avLY IF ~ 1230 TRA l/ELER STREET AREA =1.5253 ACRES SAID MAP OR COWS BEAR 77E I&OWSSED SEAL CF THE SUR6EITR NHOSE 516NARAW APPEARS HEWaV. SOUTHOLD, N. Y. 11971 0 2-207 F C~J( REScheck Software Version 4.4.1 Compliance Certificate Project Title: Villa Tapestry Energy Code: 2009 IECC Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 59095 Route 25 Nick and Joan Murray Frank Visconti Southold, NY 11971 Visconti Architecture PLLC 67 South Bedford Road Pound Ridge, NY 10576 914-764-3219 fv@viscenti.pro Compliance: Passes Compliance: 8.8% Better Than Code Maximum UA: 136 Your UA: 124 The % Better m Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimumcode home Gross Cavity Cent Glazing UA Assembly Area or R-ValU0 R-V,91LJO • D• Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 395 30.0 0.0 14 Floor 1: All-Wood Joistlrruss:Over Unconditioned Space 395 30.0 0.0 13 Crawl 1: Solid Concrete or Masonry 395 0.0 10.0 30 Wall height: 6.0' Depth below grade: 2.5' Insulation depth: 7.0' Inside below-grade depth: 1.0' Wall 1: Wood Frame, 16" D.C. 750 19.0 0.0 41 Window 1: Wood Frame:Double Pane with Low-E 75 0.350 26 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in RESc ck Version 4.4.1 and to comply with the mandatory requirements list UEScheck Inspection Checklist. f V150tl If. A • - - Name - Title Signature Date Project Title: Villa Tapestry Report date: 01/23/11 Data filename: C:\Documents and Settings\Fmnk Viscontil Documents\REScheck\Villa Tapestry.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: ? Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ Yes - No Comments: Floors: ? Floor 1: All-Wood Joist/rruss:Over Unconditioned Space , R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Crawl Space Walls: L.l Crawl 1: Solid Concrete or Masonry, 6.0' ht / 2.5' bg / 7.0' ext. insul / 1.0' inside bg depth, R-10.0 continuous insulation Comments: Exposed earth in unvenled crawl space foundations is covered with a continuous vapor retarder (less than or equal to 0.1 perm). All joints of the vapor retarder are overlapped by 6 inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Air Leakage: ? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ? Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where Icose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ? Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ? Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are insulated. Project Title: Villa Tapestry Report date: 01123/11 - - Data filename: C:\Documents and Setfings\Frank Visconti\My Documents\REScheck\Villa Tapestry.rck Page 2 of 4 (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: U Materials and equipment are installed in accordance with the manufacturers installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ? Materials and equipment are identified so that compliance can be determined. F-I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ? Building framing cavities are not used as supply ducts. F1 All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ? At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: ? Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. F-I Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. F-I Pool heaters operating on natural gas or LPG have an electronic pilot light. F-i Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: Villa Tapestry Report date: 01/23/11 Data filename: C:\Documents and Settings\Frank Visconti\My Documents\REScheck\Villa Tapestry.rck Page 3 of 4 Where pumps operate within solar- and/or waste-heat-recovery systems. ? Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: J A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ri Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Villa Tapestry Report date: 01123/11 Data filename: C:\Documents and Settings\Frank Visconti\My Documents\REScheckWilla Tapestry.rck Page 4 of 4 70, 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 19.00 Floor/ Foundation 30.00 Ductwork (unconditioned spaces): Glass & e.. Window 0.35 Door Cooling Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments: /idJlt' .b~ 1' 1?E'ir~ r1 Structural Load Calculations Project: Villa Tapestry Location: 59095 Route 25 Southold, NY 11971 Client: Visconti Architecture Submittal Date: 01/28/11 OF NE* y Pages to Follow: 16 * e~ BuRt z m W ~~Fp ?~4781'~ ~r AA~ffSS10NP~~ Blue Sky Design, ina JOB Ui t c w /^024-5-722Y BSD REE# / o Z/ 3 Consulting Engineers SHEET No. / OF 16) / 121 {rest 171" SL, Suite 904 CALCULATED BY /V f/j DATE New York, NY 10001 CHECKED BY DATE Tel: (646) 230-9900 Fax: (646) 230-7400 SCALE .1 -1 J2sv~Ei9Ao.4A . Z. hoof ~!vE `,0?0 lfUf/~ti !TSLrE 7-OS~ r ~-syV~/Z s~C~~~ ~i73./ °°J III K Le.,, Zf1f?/; C.~y,0p.f/GE root P~rrrs6DRF ~1.4atk` A. ?I t7" F=8 A '...0 Sx B.- . Blue Sky Design, inc. Joe Vi[G.4 TPESTRY BSD REF# /0?/3 Consulting Engineers SHEET No. 2 OF 121 West 17" St., Suite 904 CALCULATED BY il/$fl DATE --4&? 6/-// New York, NY 10001 CHECKED BY DATE Tel: (646) 130-9900 Fax: (646) 230-7400 SCALE ^/.7= f - s/, oDF f" < f z . S C S~ S,~dPE ,4 vs(N 0, ~¢S GE 7;.4. 7t' ,IT~.Rdr~O dr?,4N/ ~>I~~.I~.f ,ZSt,`OfT ....<~6.,./'~~ S..n ?f.p G11. ~~,4r.. rP~~ f'..1.v4w _L~/Jf~ 5. . Ce ,~ExP+~ly G.P.nrr.~«'~"PasE~ <7hq«~~ J m,v- /z I L• , L7;?¢~M`yJ Blue Sky Design,/nc. JOB l/i[ i,f 7^-o6sreY BSD REF# /m2/3 Consulting Engineers SHEET NO. 3 OF 4 121 West 271" SL, Suite 904 CALCULATED BY ~}/Bg DATE New York, NY 10001 CHECKED BY DATE Tel: (646) 230-9900 f Fax. 646 230-7400 SCALE SNllW ,LmAO ~sN,T/N.fL~O, ~ Lo!ltlER... f~oP,~O ~'I•F Ss~va.w ~q~DS~f , 17 8- m,?-/2 y C.9c c~~A sEia/tiF_ S.~vwm,fv or/N6w /lomf .~/1mM,~=x,/sTT.~G. Roaf' ' -f} Zf .7-©,S, Spa.r~>~? ._`l• `t I I _ * S~io..v~.._tm?:P ~rE~ FmPT ~41,.o.~G6~9'?,~' x yx~,rxN/ ' I /Sr.4NGE~ a.. ! 2 MOf lER /2aoF.. fig?F R/,O r w 00 Blue Sky Design, in c. IDB l(AA40,W BSD REFIT Consulting Engineers SHEET NO. / OF 121 West 27" St., Suite 904 CALCULATED BY i(/O/? DATE New York, NY 10001 CHECKED BY DATE YY Tel: (646) 230-9900 Fax: (646) 230-7400 SCALE T. f. ~'01jr./d/8?.Te iLvoo owst;2 11mmF ~Iw~F,d [~r0_ QN:... 4 -c. Su~.?6 fybar [e/1/J i I S =m„ ~ ".00 Ap Blue Sky Design, ine loe UCi f 74P6Y71eY BSD REE# 1421? Consulting Engineers SHEET NO. S' p OF 1,6 121 West 27'" St., Suite 904 CALCULATED BY DATE New York, NY 10001 CHECKED BY DATE Tel. (646) 230-9900 Fax: (646) 230-7400 SCALE i?.T. T s wNO L~.~~ * l~ /TDAro~, ~FlGve£ 6 /G> 4 41r. 'K ,~atNf/OEDrr/Fil~t, /le>uFsfrn/j5 S T / /4 ?Q . FX~GJt1 t{ 4.44. * Con~~lD/._-Z QO !:.6/'dn '!/.?ff~.T,.Too~Gf~.fOl Yj ? s 9y E o ss UPE„i..! ° . S~~rv /,.t7r7tr .2 , ?'f0 f f Zm•j; AlraT,.AN Q/E7? ~tva.,,f.?~ _ y4, y r t n. > oil ..va 'J, P LO i v z~aoSvxe C~~s1if/l~fT~m~ Chapter 6 WIND LOADS Li GENERAL BUILDING AND OTHER STRUCTURE, FLEXIBLE: 61.1 Scope. Buildings and other structures, including the Main Slender buildings and other structures that have a fundamental bird-Force Resisting System (MWFRS) and all components and natural frequency less than 1 Hz. cladding thereof, shall be designed and constructed to resist wind BUILDING, LOW-RISE: Enclosed or partially enclosed bads as specified herein. buildings that comply with the following conditions: 61.2 Allowed Procedures. The design wind loads for buildings 1 . Mean roof height h less than or equal to 60 It (18 m). sod other structures, including the MWFRS and component and 2. Mean roof height h does not exceed least horizontal dimen- Jadding elements thereof, shall be determined using one of the sion. following procedures: (1) Method I-Simplified Procedure as BUILDING, OPEN: A building having each wall at least specified in Section 6.4 for buildings meeting the requirements 80 percent open. This condition is expressed for each wall by specified therein; (2) Method 2-Analytical Procedure as speci- the equation Ao > 0.8 A. where tied in Section 6.5 for buildings meeting the requirements speci- led therein; (3) Method 3-Wind Tunnel Procedure as specified Ao = total area of openings in a wall that receives positive ® Section 6.6. external pressure, in ft2 (m2) As = the gross area of that wall in which Ao is identified, id &I-1 Wind Pressures Acting on Opposite Faces of Each ft2 (m2) =eilding Surface. In the calculation of design wind loads for BUILDING, PARTIALLY ENCLOSED: A building that ibe MWFRS and for components and cladding for buildings, the complies with both of the following conditions: akebraic sum of the pressures acting on opposite faces of each lsa lding surface shall be taken into account. I. The total area of openings in a wall that receives positive external pressure exceeds the sum of the areas of openings 61.4 Minimum Design Wind Loading. The design wind load, in the balance of the building envelope (walls and roof) by &%ermined by any one of the procedures specified in Sec- more than 10 percent. ciao 6.1.2, shall be not less than specified in this section. 2. The total area of openings in a wall that receives positive 61.4.1 Main Wind-Force Resisting System. The wind load to external pressure exceeds 4 ft2 (0.37 m2) or 1 percent of the be used in the design of the MWFRS for an enclosed or partially area of that wall, whichever is smaller, and the percentage of openings in the balance of the building envelope does not aaadosed building or other structure shall not be less than 10 lb/ft2 8 Pa N0-48 kN/m2) multiplied by the area of the building or structure exceed 20 Percent. pojected onto a vertical plane normal to the assumed wind direc- These conditions are expressed by the following equations: >ion. The design wind force for open buildings and other struc- 1. Aa > I. 10&i aares shall be not less than 10lb/ft2 (0.48 kN/m) multiplied by the 2 Ao > 4 sq ft (0.37 m2) or >0.01 As, whichever is smaller, aaea A and Ap;/As; < 0.20 61.4.2 Components and Cladding. The design wind pressure where for components and cladding of buildings shall not be less than, Ao~ Aa are as defined for Open Building a net pressure of 101b/ft2 (0.48 kN/m2) acting in either direction Ao the sum of the areas of openings in the building en- normal to the surface. velope (walls and roof) not including Ao, in ft2 (ms) As; = the sum of the gross surface areas of the building en. 62 DEFINITIONS velope (walls and roof) not including A,, in ft2 (m2) BUILDING OR OTHER STRUCTURE, REGULAR- Ttre following definitions apply only to tTie provisions of SHAPED: A building or other structure having no unusual geo- Clapter 6: metrical irregularity in spatial form. APPROVED: Acceptable to the authority having jurisdiction. BUILDING OR OTHER STRUCTURES, RIGID: A build- BASIC WIND SPEED, V: Three-second gust speed at 33 ft ing or other structure whose fundamental frequency is greater t 10 m) above the ground in Exposure C (see Section 6.5.6.3) as than or equal to I Hz. &wrmined in accordance with Section 6.5.4. BUILDING, SIMPLE DIAPHRAGM: A building in which BUILDING, ENCLOSED: A building that does not comply both windward and leeward wind loads are transmitted through anah the requirements for open or partially enclosed build, s. boor and roof diaphragms to the same vertical MWFRS (e.g., no BUILDING ENVELOPE: Cladding, roofing, exterior walls, structural separations). glaring, door assemblies, window assemblies, skylight assem- COMPONENTS AND CLADDING: Elements of the build- bhes. and other components enclosing the building. ing envelope that do not qualify as part of the MWFRS. WRidmum Design Loads for Buildings and Other Structures 21 Blue Sky Design, inc. 7O$ t c.9 IDES f BSD ttEE4 Consulting Engineers SHEET No. 6 OF 1 6 121 West 27" St., Suite 904 CALCULATED By _ ~ New York, NY 10001 f CHECKED BY DATE Tel: (646) 130-9900 DATE Fax: (646) 230-7400 SCALE _ . ~i.!ECt~. sm~lTt' tidy/,? : X40 -yv Z A.<-.s4t98tYY zso„~Z /Zp Slot...... t//7S Aa f, /t1x Zao , _ : z yof{' r3~,~>lL , srmo ~ ~T ~n ,~~r• -7 4~ AA..= _B~BZ l ?,~®17'e! z ~i A~ 98~ . ~a < Z yyf,/ s m(AY ; ! l < a 4 f?ISSbLo 7 3Srll Blue Sky Design, Inc. Joe t 1.4 ~.~oEf77Py sSD xEFu /ol/l Consulting Engineers SHEET No. OF 121 West 2711 St., Suite 904 CALCULATED BY A-14,J DATE New York, Y 10001 N CHECKED BY DATE Tel. 646 130-9900 Fax: (646) 230-7400 SCALE . f( t?~NC/ L,o~OS. 4!GG i1~..C,r4G~ ~/.~~~~',~P.~.EG, i.. . GS - - (Y.4~~Or. + ~r?f~oSEl~....d.~ylT(.t/¢xGr/e , . Sw. Row Wall? 4/oAQ ~O2 ~ miV l2'Ro tF ~f SEa477rPC~'12. rxs'E.7`.7,.OM...,.lr 1?a94v6~ X. CO~u1P0.,~? NTS.fN!L~ ...t; G?G I G ~oQ i1S Z ,t... : , F,.. ri6.rc Q , t q 4 ?Ri+IA~{/~ 2 , . .f,~rF,,~Gr/?.~Ulr^ie? ~C~]C.~ ~~,vf`f.?Zwf7/v,~), ,e?ot 6x qy>q SS><rlas~ L~;.rfa . 3Y6{/2 /S Y$ s . @mrt,~Ens2rs~,;%4vE~. . ~y.~,.3Cto~.ia. ~~,~f cE,~,~) _ Of ot 1 ?A mF h 5 60 ft. Figure 6-11D Eternal Pressure coefficients Enclosed, Partially Enclosed Buildings Gable Roofs 270< 0!5 450 J~ ~3 a :7-C I I I I I I I I I I I I I I I I I I I I 8 21 ( ;2 2VI ( i2 I I I I !r I I I I I I I I I I I I I I i I • J,-2 ~J 7 3-~J 10 100 •1.4 10 100 T21 3 p0 9-3.0 •12 .11 .2,8 -1.0 n 0 •1.0 -2.0 ffie 1 -0b -0b -2.4 . 2 iJ 4A1 r -0.2 •2.U .2A .8 0 ~ •1.8 - •1. +0.2 A 2 +O t.4 •1.2 X0.8 1 .se t 2 J - 01 10 20 50 100 200 5001000 +1.0 40 (0.1) (U) (1J) l4.0 04 (18.1 (46A (92A 1 10 20 50 100 200 5001000 _2 41) (oin (1.8) (44 03) (10.81 (44 M4 Effective Wind Area, ft2 (ml ) Effective Wind Area, ft2 (rr~) Notes., I. Vertical scale denotes GC, to be used with qh. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GCP for roof overhangs include pressure contributions from both upper and lower surfaces. 6. Notation: a: 10 percent of least horizontal dimension or 0.414 whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters). 0: Angle of plane of roof from horizontal, in degrees. ' I 58 ASCE 7.05' ' AY BSD REFJI /m2/J Blue Sky Design, inc. JOB V164.4 Z5P 7- Consulting Engineers SHEETNO. LC OF 121 West 271" SL. Suite 904 CALCULATED BY ~f/pp DATE 2 New York, NY 10001 CHECKED BY DATE Tel: (646) 130-9900 T Fax: 646 230-7400 SCALE ~ ~A9of,W~.vQ Lm,40.~OrL F CDrY.f/r~~4n~Q•.. r ~/rya;. r~R~+~`.~Jr1r~.?G ~lfira~..~.. . ,4f lvFf15............... tE_ai'........, . r: xo~ ~ 3Y~s{.....-ssx ,,~a) , 1n'/srBSx l 1.R$ 7Y,_s ~.BSx r.7 r/8 ro. . 6VF?,~!~~!G . . ~p,- iV17 W.U.v+E...... vE ...~o _ 3y `~r>c8~_1../8_9~,os/ /zfpG~. V Main Wind Force Resisting System - Method 2 All Heights Figure 6-6 (con's) External Pressure Coefficients, C L Enclosed, Partially Enclosed Buildings Walls & Roofs Wall Pressure Coefficients, C Surface L?B C Use With Windward Wall All values 0.8 qz 0-1 -0:5 Leeward Wall 2 -0.3 q h 24 -0.2 Side Wall All values -0.7 qh Roof Pressure Coefficients, Cp, for use with qh Windward Leeward Wind Direction Angle, 0 (degrees) Angle, 0 (degrees) h/L 10 15 20 25 30 35 45 260# 10 15 220 -0.7 -0.5 -0.3 -0.2 -0.2 0.0* -0.3 -0.5 -0.6 Normal 50.25 -0.18 0.0* 0.2 0.3 0.3 0.4 0.4 0.010 to -0.9 -0.7 -0.4 -0.3 -0.2 -0.2 0.0* 0.5 -0.5 -0.6 ridge for 0.5 -0.18 -0.18 0.0* 0.2 0.2 0.3 0.4 0.01 0 0 2 100 -1.3** -1.0 -0.7 -0.5 -0.3 -0.2 0.0* -0,7 -0.6 -0.6 >_1.0 -0.18 -0.18 -0.18 0.0* 0.2 0.2 0.3 0.0] 0 Horiz distance from C p is provided for interpolation Normal windward edge P purposes. to 0 to h/2 -0.9 -0.18 ridge for 0.5 h/2 to h -0.9 -0.18 * *Value can be reduced linearly with area 0 < 10 h to 2 h -0.5,-0.18 over which it is applicable as follows and > 2h -0.3,-0.18 Parallel O to h/2 1,3**,-0.1 Areas ft Reduction Factor to ridge 2 1.0 5 100 (9.3 sq m) 1.0 for all 0 > W2 0.7, -0.18 200 23.2 s m 0.9 2 1000 92.9 s m 0.8 Notes: 1. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 2. Linear interpolation is permitted for values of LIB, h1L and-9 other than shown. Intetolation shall only be carried out between values of the same sign. Where no value of the same sign is given, assume 0.0 for interpolation purposes. 3. Where two values of Co are listed, this indicates that the windward roof slope is subjected to either positive or negative pressures and the roof structure shall be designed for both conditions. Interpolation for intermediate ratios of h/L in this case shall only be carried out between C values of like sign. 4. For monoslope roofs, entire roof surface is either a windward or leeward surface. 5. For flexible buildings use appropriate Gras determined by Section 6.5.8. 6. Refer to Figure 6-7 for domes and Figure 6-8 for arched roofs. 7. Notation: B: Horizontal dimension of building, in feet (meter), measured normal to wind direction. L: Horizontal dimension of building, in feet (meter), measured parallel to wind direction. h: Mean roof height in feet (meters), except that eave height shall be used for 0 5 10 degrees. z: Height above ground, in feet (meters). G: Gust effect factor. q,qe: Velocity pressure, in pounds per square foot (N/mr), evaluated at respective height. 0: Angle of plane of roof from horizontal, in degrees. 8. For mansard roofs, the top horizontal surface and leeward inclined surface shall be treated as leeward surfaces from the table. 9. Except for MW FRS's at the roof consisting of moment resisting frames, the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. #For roof slopes greater than 80*, use C = 0.8 Minimum Design Loads for Buildings and Other Structures 49 Blue Sky Design, inc. JOB V1.144 ~if,00-7,0irY BSD REF# /m?/? Consulting Engineers SHEETNO. / OF I21 West 2T^ St., Suite 904 CALCULATED BY i?,d0 DATE New York, NY 10001 CHECKED BY DATE Tel: (646) 230-9900 Fax: (646) 230-7400 SCALE N. T• t . goof is corvf~o.~Yt,EO ~N R Cm?.~rE2S. AA.4 EA+tvEt/doo.. N. , . cizfo.?F. ~E.......,•2 ~ 4~.w'~z 2 s ~ F ~T_NE . G?C~/ ffl e j x ~5~0 2 io, Ir 7y . , =o. as G VsE..{y2E, . i`~ _ ?o~s ? DsS p 7-41 ~14;ipdllo*f . `IA Figure 6-11 B h 5 60 ft. External Pressure CcefHdents, GC Enclosed, Partially Enclosed Buildings Gable Roofs 0:5 70 T I I I ~ I I I I e O O t I I I ::]7hh ~ I ~ I v 3'I- 3---- -r : s 10 100 10 100 •30 ~ as .21 a Hoof -2.6 3.0 -2.6 - -2.A 3 ()vaf11 2.6 2.A t9 -2.4 C •2.2 -2.4 M -2.0 3 G1 •20 0 .1.8 .1 a •1.A + . HE a.e s s '1.4 .1S 1.8 N ;0 t 1.4 0.6 `O 1.0 a.1 d -0d -06 m 44 1 10 20 50 100 200. 5001000 E -0z 0 la•11 (09) (1.9) (4b) (931(18.61' (44511829) u1 •0s ' 3 wwpp Effective Wind Area, ft 2 (n? ) 4.4 WJ 4A 1 10 20 50 100 200 5001000 1x11 (0.9) (1.9) (4.8) (9.3) (19A (48.r) (92.9) Effective Wind Area, ft2 (d) Notes: 1. Vertical scale denotes GC, to be used with qh. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. I 5. If a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 0 5 70, the negative values of GCn in Zone 3 shall be equal to those for Zone 2 and positive values of GC, in Zones 2 and 4 shall be set equal to those for wall Zones 4 and 5 respectively n Figure 6-11 A. 6. Values of GCr, for roof overhangs include pressure contributions from both upper and lower surfaces. 7. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 Pt1). h: Eave height shall I be used for 0 5 10°. 0: Angle of plane of roof from horizontal, in degrees. a 56 ASCE 7.05 Blue Sky Design, inc. los V [t,¢ T&-'X-7" BSD REO /Ol/T Consulting Engineers SHEET No. !D OF 121 West 27" St., Suite 904 CALCULATED BY /?/~B DATE 112G/l/ New York, NY 10001 CHECKED BY DATE Tel. (646) 230-9900 Fax: (646) 130-7400 SCALE_ N. T. S .~A~Y-,,.,~mpF.~II/f?4.LOHO C~.oNjY.!??EGtr_..... 3Y6 f 31, . . 3y is f 7 ] Sr/S' o I~EwAr iE Co,HPm,ii ?!/rf K9 I .4 oQO/N!f ,+7'f-/ars,~o -~lr~ G~ u.~ uEl v . • ~.y.cE., . /e . foJ ly~~ps/$, ~fY,s~.._rer,?rE,e . w F`..,s AMP Lo~ V. 10,E h560 Figure 6-11A External Pressure Coefficients, GC Enclosed, Partially Enclosed Buildings walls S h i SI O e 4 o ss 10 500 a 1.6 -1.6 5 -1.4 -1.4 C 1.2 4 '4) 1.0 t1 -0.8 -0.8 -0.6 •0.4 LD -0.2 O +0.2 11L +0.4 iU +0.6 +0.8 b +0.7 4 5 +1.0 +1.0 +1.2 ' 1 10 20 50 100 200 5001000 (O.Q (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (92.9) Effective Wind Area, ft2 (n? ) Notes: 1. Vertical scale denotes GCo to be used with qh. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GCs for walls shall be reduced by 10% when 05100. 6. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters), except that eave height shall be used for 0 5 100. 0: Angle of plane of roof from horizontal, in degrees. I Ynimum Design Loads for Buildings and Other Structures 55 Anchor/ Strap Schedule Nailing Schedule Plan Desig. Simpson Connector Connection Description 3/4' Plywred Typical ed ® 6" o.c ® Panel edge Stag er nails ® edge Wall Sheathing ed ®12" o.c. ®Panel intencr of etlTacent panels 10 LSTA30 Rafter to rafter over ridge (all rafters) Within T-6" ed ® 6" o.c. U Panel edge NOTES of corners ed 0 6" o.c. ® Panel interior Rafter to double top plate (all rafters) O HIS ® header locations 3/4" Plywood 8d ® 6" o.c. ® Panel edge Ste ggar nails ® edge Roof Sheathing Typical 8d ®fi" o c ®Panel interior of adJacent panels Blue Sky Design, Inc. H6 Ratter to wall stud overtop plate (all wall studs) 3" x 5/4" Roof Typical (2) - Bit Nails each board Consulting Engineers ® DSP All window and door posts to foundation wall Lathing Boards each rafter 121 West 27th Street, Suite 904 Nem, York, NY 10001 Tel. 646-230-9900 LSTA18 All exterior headers to posts. If header? 8'-0" provide one each side of post, each and of beam. Far 646-230-7400 fi U210 Rafter to false valley, true valley, & hip (On skew & slope) 5 1/4" x 51/4" P.T. PSL Edge of new porch roof Coordinate new p Coordinate new pergola 07 HDBA Porch roof post to concrete pier column Wp. @ porch roof - requirements with requirements with Architect 1 at floor stud/rim board to foundation wall provide impson CCC cap &HDSA base 207 Q SSP @ 32" o.c. T) LSTA 18 Top and bottom of all roof ridge posts and supporting 2nd floor ceiling beams _ ® LSTA 24 Rake wall studs to edge rafter 3 1/2" x 7 1/4" APB 31/2"x71/4"APB 11 I I I I I © CCO or ECCO Deck beam to deck post j I l l I I ~ ~ II ILL- _ Continuous Continuous I II © H5 Deck joist to deck eave beam below 208 L of I 9 V -Note: Provide 1/2" 0 x 1'-0" anchor bolts between sill plates & foundation _ II ~n II wall at 36" max. - use Simpson BP 5/8" Bearing Plate ® each. II Z_ I o I "O I I I I I I I I I I I I ii / / / \ \ \ Line of porch belo Line of porch below II I rte--' `-1~ I I I New I I I I 201 j l 204 l I double LVL edger II 13 IL - Post seo below see203/SB I F~ II LJ Li II ~ i~ II I 11 ' I L Ne m II I yip. WSea o rtes l6elow l header-ow- ...----1 , I-I--- II r _ _ _ _-___~orr requim ants. I tYp.(VI F) ~T - Y111 L m jl -F----1 I Irl h fil I I I r----n I I (-1 L---~ rJ ---y'-----J New headers below - 2210 Ratter ®16"e.c. typ. See notes below I - - -1_I I------~ r-----' L- - fir----7 1 III for requirements m zxlo Rafter ®1s" o.c. I 206 I I I I A P9_, _ eam -_,~~I rn I I II 1 1 1 ------t b W1 I 8 I I II II I al I I 1 1 L j I I I I I I I wi I I j I I I -_1 ~J I t L L I ~ L II I L_J F -1 1 Edge of existing lc Edge of existing low r' 205 202 f__ Exlsting~ciet(_VI1`------------ 1 i--- L--J IL_ J ,-~.-p L roof roof ExlstiagU2V(VIFj......... I I EXIStin 'oist(VIFj____________J I I I I-__-_ Exisiiny-Joist LYE -I Existingjoist VIF) E j L J L __7 r.f j I ~ ,I II I~ II I I I at ml o: 1 I I rl II New header belov L ml - °ii r~ - - r~r.~- typ. See notes be New header below - typ. See notes below I ~y far requirements for requirements I ~t I I I I NO. DATE REVISIONS uPl~ J I 1 L - r it h-- L - --,I ~I I 111 I I II II I I I II 1 IL 208 j~-- r- ii T LI LI T \ LiJ JI 8; 'I heeder- - Existinq r ! o- typ. MIN I i 1 t q 1 1 ; t _M I y~ I I L J 1 J ~i - m m m r r - - --3--4 r----C~--E--~- --'------_7------ _ _ brackets decorative Existing decorative YP bracket - typ. f N r- -r------- 17.............. 7-7 Existing header- r---- - typ. (VI) Existing header - tYP. cVl Existing header- Edge of existing I Ede VISCONTI architecture typ. (VIF) roof --J 66 Meln Street pilc aedfard Hift, NY 10507 Edge of existing TO 914.241.1873 low root F. 914 2064125 Existing entry OF NEW a steps below - typ. Q¢ Y Z ~t`-111 O i Second Floor Framing Play nit Plan (plan) CFO p~ BT ~ ~cci' Scale: 1/4"= V-0" P~DFfSSlO~P\' NOTES: Note:; All existing iremin~ conditiana hitectural Drawings, and coordinate all work with showrn shall be venbed in gaid Upyrl9h12004-2009 SF Ld SIGNATURE 1. Coordimate all dimensions with Architectural Drawing: Electrircal, Mechanical, and Plumbing Drawings for fir ing Drawings for floor and wall penetration requirements. durimg construction. 2. Refer t<o S5 for Structural Notes and Specifications. J Specifications. VILLA TAPESTRY Residential Renovation 3. Provide cross bridging for all new joists ® 19-0" o.c. fists ® 19-0" O.C. max. 4. Indicates post below. Typical wood p ,v. Typical wood post in new wall shall be (3 - Nit U.N.O. Tyyppical new wood post in sxie stud size U.N.O. v wood post in existing wall shall be a tdple of existing 59095 Route 25 Southold, NY 11971 S. Indicates post abovg` @,\ 6. Typicail header in new exterior wall shall be 5 1/2" x II shall be 5 1/2" x 71/4" APB U,N.O. Typical new all be 31/2" x 71/4" APB. TITLE: SECOND FLOOR/ headerr In existing 2x4 stud wall shall be 31/2" x 71/ LOW ROOF FRAMING PLAN 7. Denotes 1 at floor walls below - Refer Drawings for layout. ails below - Refer to Architectural SCALE: AS NOTED _ Denotes 2nd floor walls above - Refer Drawings for layout. valls above - Refer to Architectural I. BSD JOB#: 10213 B. "APB"' Denotes Anthony Power Beam as manufactui aam as manufactured by Georgia Pacific. DATEISSUED 0112612011 9. Denotes roof slope direction. direction. DRAWING'. S3 PAGE'. Anchor / Strap Schedule Nailing Schedule Plan Desig. Simpson Connector Connection Description 3/4" Plywood Typical 8d ® 6" o.c. ® Panel edge Stagger nails ® edge Wall Sheathing 8d ® 12" o.c. ® Panel Interior of adjacent panels T LSTA30 Rafter to rafter over ridge (all rafters) Within 3'-0" 8d ® e" O.G. ® Panel edge of corners 8d ® 6" o.c. ® Panel interior NOTES Rafter to double top plate (all rafters) 02 H6 ® header locations 3/4" Plywoad ed a 6" o.c. B Panel edge Stagger nails ® edge Roof Sheathing Typical 8d @ 6" o.c. B Panel interior of adjacent panels Q H6 Rafter to wall stud over top plate Blue Sky Design, Inc. (all wall studs) 3" x 5/4" Roof Typical (2) - ed Nails each boats Consulting Engineers ® DSP All window and door posts to foundation wall Lathing Boards each rafter 121 West 27th Street S dte 904 New Yark. NY 10001 Q LSTA18 All exterior headers to posts. If header 2 8'-0" provide one each side of post, each end of beam. Tel. 646-230-9900 Fax 646-230-7400 6 U210 Rafter to false valley, true valley, & hip (On skew & slope) Pergola ® 2nd floor below Q HDBA Porch roof past to concrete pier 1 at floor stud/rim board to foundation wall 0 SSP @ 32' o.c. - Q LSTA 18 Top and bottom of all roof ridge posts and n n n n n n n supporting 2nd floor ceiling beams JI_JL _JL__JL__JL__JLJL rt Pergola n n n n n n n n n JL__JLJL JLJLJL__JL__JL__JLJL --II----I~-Ih JF-- JP--JL---- L JL ® LSTA 24 Rake wall studs to edge rafter V J I I V J h iJ II~JI II _ II II II~JI L< ~~aF~F==~F==~F==aF==~F~Ff © COO or ECCO Deck beam to deck past lit II II II II II III _--'J II II II II II III II II II L -1 J II II II II II II III -r,-T II II II II II II IIL ® H5 Deck joist to deck save beam below II II II II II II II II II L_-- ~ II II II II II II III I II II II II II II II II II IIII .Note II II II II II II II II II II I II II II II II II IIII t Provide 1/2" 1'-0" anchor bolts between sill pleach & foundation wall a wallet 36" max. -use use Simpson BP 5/8" Bearing Plate ®each. I I I I I I I I Low roof below I I I I I I I I I I I I I III I II II II I ~ I II II II II II II IIII k______________ ~_1_I_.1_L_____~y II II II II II II II II II I I II II II II II II IIII _ _ _ II II II II II II II II II I I II II II II II II III I I ;`..L.. 1 I II II II II II II I I I I I I I I I I I I I I I I I I I I III I II II II I I II II II II II II III I I I I II II II II II II I I I I II II II II II II II II II I I II II II II II II III I II II II II II II ~ I ~ I j II II II II II II II II II I \ I II II II II II II III I I I II II II II II II II II II I I II II II II II II III I II II II I ~ I II II II II II II III I II II II I j ~ I II II II II II II III I ~ I j ~ II II II II II II II II II II II II II II II II I ~ j I II II II II II II IIII II II II I II II II II II II IIII I I I II II II II II II II II II I j New header over II II II II II II IIII II II II II II II I I window below -see plan I I I I I j II II II II II II t1L__LL__JL__lt___IL I I II II I ~ j notes for information I II II I I II II I I III I i i Ill I I I I I ~ I I I I I = I I I I I o' II I I ~ i' II ql I -1 zxto 0.4 1 I I I I I I ~I F-- --}a u f-- ---I I Line of a, Line of exterior wall I I I I I Post hb11 w I J ? i I lst kaort 1st floor below I ~ Low roof below r-- I ~ I I ~____i_, Qa Line of lo, - Line of low roof below I ~ I I I ~ I I I I I -----I INew r9 EJ ftir , j Q L New raker i j I I I I ~ ap I .P I LL____~ r ~ i i-II a I 9 I I ~l I I I I I i I L_.._. _J E. I t below gWhe'ders I ll I 1 I I I I i I I I I I 1 I t w I Existing ddge Low roof below ! r Low roof below J i II h n sistered wit new I r------~ .g APB PB of of similar depth I I New post to r----J I I I r I header below I I I I I I L_________9'A r I ~ I I I ~ I I I I ~I II I ~ I I I II II I I I NO. DATE REVISIONS I I I I I I I I I JJ I~ - - - - - - - - - - - - - - - - - - - L_ _______1___ J ' I I I I ~ I I I I f I I I I f ~ I I I I I I .,..I_ qh. . W_, Line of exterior wall 1st floor below I I I I I I .J 1 ~ Edge of roof I Balcony below I r=~ k= k= --T------- - - - - - - - - - - - - - - - - - - - - - - - ~I II ~I II II II II II II II II II II II II II ---------------------jE VISCONTI architecture 88 MaN Street Pllc Bedf.rd 11,11, NY 10507 Tel 914.241.1873 Fex 914,206.4125 OF NEW , y~~ a °U rk }Oti n ~ m w l Upper Roof Framing PI smin Plan (plan) X4751.% Scale: 1/4"= 1'-D" dpRDRSSIG 0, NOTES: NOTES CONT: 1. Cooldiinate all dimensions with Architectural with Architectural Drawings, and coordinate all work 9:----~ Denotes existing beam/header & posts ® 2nd floor ceiling level below (VIF). C.,,h1120042003 SEAL&SIGNATUIV with Electrical, Mechanical, and Plumbing Di I, and Plumbing Drawings for floor and wall penetration Denotes new be er & posts ®2nd floor ceiling level below -use requirements. 5 1/2" x 7 1/4° APB PB U.N.N. O. VILLA TAPESTRY 2. Refer to S5 for Structural Notes and Specific Notes and Specifications. 10 Denotes new roof slope direction. Residential Renovation 3. Provide blocking for all new roof rafters 0 11 w roof rafters 10'-0" o.c. max. 4. . Indicates post below. Typical Denotes existing roof slope direction. ost below. Typical wood post shall be (3) - 2x6 U.N.O. 11. Denotes Architectural plan on 2nd floor below- see Architectural drawings 5. Frame all chimney openings, skylights, and i a double member of typical framing depth in ga, skylights, and other roof openings with for layout. 9 framing depth in that area, U.N.O. 59095 Route 25 Denotes line of exterior wall ®lst floor below. Southold, NY 11971 6. Refer to Architectural Drawings for roof & ce Nings for roof & ceiling elevations. 12. "APB" Denotes Anthony Power Beam manufactured by Georgia Pacific. TITLE: 7. Typical new roof framing shall be 2x10 ® 1 E ;hall be 2x10 ®16" o.c. U.N.O. ROOF FRAMING PLAN 8. All posts shall be blocked continuous to tat f 13. Denotes existing framing to remain undisturbed. continuous to tat floor structure unless supported by a header or beam above the fii beam above the first floor. Provide lateral bracing for all ceiling level below. SCALE: AS NOTED - posts in each direction ® ceiling level below BED JOB#: 16213 DATE ISSUED: 01126/2611 DRAWING: S4 PAGE: i Structural Notes: Structural Steel, cont. II General: 7. Where a weld is required, and no weld is shown on the drawings, provide a 1/4" fillet weld all around, unless a larger weld size is required as a minimum weld size by AISC.S. All groove g Min. 12" 5" Slab on Grade with 6x6 1" Deep Saw Cut - fill Extend wire mesh min. Bearing stud wall, post, or CMU above (see plan NOTES 1. All work shall comply with The Building Code of New York State, latest edition, and all other welds shall be AWS pre-qualified complete joint penetration groove welds, unless noted W4.Ox4.0 W WF 1" below top with poured'oint filler. 12" past joint for location) applicable Local Codes and Regulations of Agencies having jurisdiction. otherwise on the drawings. Wire mesh foes not cross joint Typ. slab on 2. Work these drawings with the Specifications, the Architectural, Mechanical, Electrical, 8. The contractor shall submit shop drawings of the steel to the Architect or Engineer for his grade Plumbing, Site Drawings, and all other related documents. Contractor shall coordinate all review, prior to fabrication. A minimum of four (4) prints shall be submitted. V-6" mm. Blue Sky Design, Inc. dimensions with Architectural drawings and shall verify all data on existing conditions prior to commencement of work. 9. All steel shall be cleaned as per SSPC SP2 Hand Tool Cleaning, or SSPC SP3 Power Tool x _ Consulting Engineers Cleaning and be painted with a zinc-rich primer (red or brown one coat shop paint). A finish r • 121 West 27th Street, Suite 904 s New York, NY 10001 3. Specific notes and details shall take precedence over General Notes and typical details. The coat shall be applied - coordinated with the Architect and Engineer, and shall be weather -e • Tel. 646-230-9900 Contractor shall refer to the Specifications for information not covered by these General resistant a required shaeriods ll be painted f exposure during construction or permanent exposure Notes & Specifications. Far 646-230-7400 L'. ° 4. The Contractor shall provide temporary erection bracing and/or shoring for all structural Backfill: work as required for structural stability during all phases of construction. 1. All fill shall be placed in eight to twelve inch loose lifts (maximum) compacted with vibratory Vapor barrier Key - 040 12" o.c. 5. Contractor shall make special provisions and provide protection as required for cold or hot rollers. Fill material shall be tested by modified proctor density method (ASTM D1557-78) and Virgin sand or (3) - X4 Cont. _ weather concrete and masonry work, in conformance with the appropriate technical must quality as select, with less than 10% passing through the No. 200 sieve. Soil shall be associations. placed withsmoisture content and energy to provide 92% of maximum dry density. In place Vapor barrier Slab shall bear on virgin sand, or Note: Control joint is to be cut while compacted backfill density test shall be taken for each 500 s.f. In each lift. For acceptance of soil, average of w back ill compacted as described concrete is still in its plastic Jlllr in Structural Notes and per ACI state, maximum 8 hours after 1 -4 Loads: density tests must exceed the specified compaction. No tests shall be permitted to fall below 87% compaction. recommendations, placement. 1. Floor load, snow load, and wind load have been analyzed in accordance with the Building Code of New York State and ASCE-7 where appropriate. 2. Wind loads have been analyzed as per ASCE-7 with the following parameters: Typical Slab Control Joint Construction Joint ThickenE Thickened Slab Enclosure Classification: Enclosed' Exposure (Category II): C Wind Speed 120 mph ' Impact resistant glass not required. In the event of glass breakage, building remains within the enclosed guidelines. Typical Slab On Grade Details 150 Foundations: Scale: N.T.S. 5 1. All footings shall bear on minimum 4000 pounds per square foot virgin sand or approved compacted fill. Contractor to verify soil bearing capacity prior to construction of footings. No footings are to be cast on uncontrolled fill, soil, organic material, frozen ground, mud, soft clays or other objectionable or unapproved materials. 2. Sub-base for slabs on grade to be 6" of compacted sand. Sand shall be placed on virgin grade or approved compacted fill. 3. Base of footings exposed to weather or in unheated space shall be placed a minimum of 3'-0" below grade. 4. Contractor shall take all necessary de-watering precautions to properly cast new footings in areas with high water table. 5. Reinforcing dowels between footing and foundation wall shall be tied in place prior to placing concrete (dowels shall not be "wet set"). Corner bars to match size and spacing of horizontal reinforcing Cast in Place Concrete: 30 bar diem. 30 bar diem. 2'-6" I . All work shall comply with the requirements of the ACI Building Code, ACI 318, latest edition, and The Building Code of New York State. r0"" a 2. All concrete for cast in place work shall be stone concrete with a minimum 28 day i. a a. a J- compressive strength of 4,000 psi. 14 % W 4 it a. 3. No admixtures shall be allowed without prior review and acceptance by the Architect or Engineer. V5 Cont. Water Stop 4. All requirements for batching, mixing, finishing, curing etc. shall be as per ACI 301. U-bars sized and spaced to ty match hertz. wall remit. 5. All reinforcing steel shall conform to ASTM A615 Grade 60, except that reinforcing steel • Ke Provide key 'q y (t/10 deep, min min welded directly to structural steel shall be ASTM A706. 1" Deep control joint. 3/4') (2) - 85 (ac I) for W,12" 6. All welded wire fabric shall conform to ASTM A-185. (NP) 2Cover 2" Clear (1) - N5 (add'I) for W<12" 7. All reinforcement shall be securely tied In place and adequately supported. All bars marked "continuous" (cant.) shall be lapped 40 bar diameters unless otherwise noted. ' Dowels same size and s spacing of horiz. wall bars. Wood Framing: •t-4 1. All lumber work and materials shall conform to the latest edition of the following NO. DATE REVISIONS Specifications and the The Building Code of New York State: Corner Construction Joint Intersection End a. American Institute of Timber Construction (AITC). b. National Forest Products Assoc. "Design Specifications for Stress Grade Lumber". c. U.S. Dept. of Commerce Standard CS 253. d. American Plywood Association. 2. Lumber for all interior structural framing, including roof framing, joists, posts, studs, sills, cap plates, wood bearing plates, and blocking, shall be surface dry and used at maximum 19% 151 moisture content with the following minimum base design values: Typical Concrete Wall Details 5 naca nnsinn Values for Visualiv Graded Dimension Lumber: Scale: N.T.S. Bending: Fb = 850 psi Horizontal Shear: Fv= 95 psi Comp. Perpendicular to Grain: Fc = 625 psi Comp. Parallel to Grain: Ec = 1,600 psi psi = 1300 Modulus of Elasticity: All values shall be adjusted with appropriate ad1'ustment factors as per the per NUB Typical slab on grade - see Supplement. Any lumber species may be used subject to review and acceptance by the plan for more information Engineer, if they meet the above minimum requirements. "Anchor bolt altercate: (2) minimum Hills HAS anchors (6 5/8" miimum Should Cedar be used for exterior framing, western species should be used. embedment) #4 Nosing bar 0 each tread VISCONTI architecture 3. TJI Series: TJI joist sections shall be of the size and type specified on the plans, as manufactured by 55 Main Street pllc Truss Joist McMillan Ltd., or equal. Flange members, wed members and adhesives shall 3/4" x 12" x 12" Base plate on min. 1" N.S. grout pad with (2) - Gerard Hllle, NY 10507 conform to the provisions of CABO Report No. NER-200. Coordinate bridging and stiffener requirements with TJI manufacturer. anchors (65/e" mnimum l bemedment) 25 873 Steel Post - see plan for FavTa19144200662.441 . 91 125 size 4. Plywood: Coordinate tread & riser height Slab on grade- see plan Subfloor shall consist of 3/4" Exposure 1 Grade plywood, glued and screwed to joists. Exterior wall sheathing shall consist of 3/4" Exposure 1 Grade plywood fastened to wall studs with 8d with Architect notes and typical details this sheet for additional Provide 1/2" compressible tE OF Ef Joint filler around column 0 y1~''~gURThc nails at 6" o.c. max. 2" clr. information ~ o ~y.1 f 5. Laminated Veneer Lumber: T-13" Min. (typ.) Laminated Veneer Lumber (LVL) sections shall be "MICRO=LAM W or "PARALLAM W III IIII IIII II a c,. - m s as manufactured by Truss Joist MacMillan, Ltd., or equal, with the following minimum additional bars to match size and m Fig. III IIII - ° a\+~ a -p • f a properties: Fb = 28fi5 psi, Fc = 750 psi, Fv = 285 psi, E = 2,000,000 psi. spacing of kg. reinf. (typ.) q app a.47S.\ Multiple sections shall be fastened together with a minimum of two rows of 16d nails at ° 6" Clean sand 12" o.c., and as recommended by the manufacturer. a 1 tb- WpyrlphINDC2003 SEAL & SIGNATURE 6. All bearing stud walls shall have crosskats at mid-height or 4'-6" o.c. minimum. See typical wall kg. reinf. 1 IIII - - _ { VILLA TAPESTRY 7. Use double members at all jambs and heads of all openings. Use double joists (min.) below all non-bearing stud walls parallel to spans and provide solid blocking between joists below all non-bearing stud walls perpendicular to joist spans. Use double sills and cap plates for all 6" Min. I I I -IIII - 18'0 Isolation joint IIII-IIII =IIII-IIII= (form with sonotube&fill - #4 Continuous Residential Renovation bearing walls. Fig. Max slope ice'-7•• a solIII with N.S. grout - , ° Vapor barrier, typ Structural Steel: 2 after column Installation) - Vapor banier(Ifinterior) - _ 3"C 3" Clear 59095 Route 25 1. All structural steel shall conform to the requirements of the AISC "Specifications for Structural 3" clr. 1'-0" Min. (typ.) Steel for Buildings" - Latest Edition and all current supplements. For other Code and See plan for footing size and reinforcing ze and reinforcing Southold, NY 11971 Specification requirements, see the Contract Specifications. TITLE: STRUCTURAL NOTES, _ 2. All welding work shall conform to the American Welding Society Code AWS D7.1. All welding work shall be done by AWS certified welders. Field welding shall be done by the manual SECTIONS AND DETAILS shielded metal arc welding method. SCALE: AS NOTED 3. All steel shapes, plates, bars, rods, and anchor bolts, shall conform to ASTM A36, or A992 for all C-channels & W-shapes. ,.1 Post Footing 154 SSD JOB#: 10213 152 Detain Typical Stair On Grade 1553 Detail - Typical Interior Post Foo 05 5 DATEISSUED: 01/2612011 4. All steel pipes shall conform to ASTM A53; steel tubes shall conform to ASTM A500, Grade B. Detail - Typical Stepped Footing 152 Scale: N T.S. Scale. N.T.S. Scale: N.T.S. 5. All bolts shall be 3/4" diameter A.S.T.M. A325 bolts in bearing type connections, unless DRAWING: otherwise noted specifically on the drawings. Provide a minimum of two bolts per connection. 6. All welding electrodes shall be E70XX, low hydrogen. S5 cont. PAGE: I NOTES Blue Sky Design, Inc. Consulting Engineers 121 West 27th Street, Suite 904 New York, NY 10001 Tel. 646-230-9900 F"646-236-7400 Finish per Architect New Simpsom MSTAM36 2x6 Studs ® 16" o.c. with 3/4" @ 32" o.c. -max . Finish per Architect 2x6 Studs @ 16" o.c, with Finish per Architect 2x6 Stud Exposure 1 Grade plywood (2) - 2x6 P.T. sill plates with 1/2" 0 Existing exterior wall studs to Exposure 1 Grade plywood (2) - 2x8 P.T. sill plates with 12" 0 Exposun sheathing on exterior face x 12" anchor bolts (1" hooks) - use sheathin sheathing on exterior face x 12" anchor bolls (1" hooks) - use Simpson BP 5/8" Bearing Plate. remain Simpson BP 6/8" Bearing Plate. 3/4" Exposure 1 Grade Finish per Anchitect Simpson SSP strap - see plywood sub-floor 3/4" Exposure 1 Grade SSP stra 3/4" Exposure 1 Grade Simpson Simpson p- see plywood sub-floor schedule schedule for spacing Existing joists and plywood sub-floor schedule for spacing LVL blocking between joists Continuous LVL ® edge with 1/2" 0 docking (VIF;) Finish ar Finish and flashing Web stiffener per Arch Finish and flashing Hilt! HIT-HV 150 ® 36 o.c. per Architect per Architect j I ~ Pflik i TJI joist New blockhfg between TJI joist TA joist each joist Hanger by Simpson or xa Continuous 2x4 P.T. nailer with Continuous 2x4 P.T. nailer with approved equal 10" Con 10" Concrete foundation Hilt! PAF to concrete wall (B 10"Concrete foundation HIM PAF to concrete - 4 1 L wall (B" stem + 2" joist Continuous double 11 7/3" LVL wall (8" stem +2' joist shelf shelf ® top) Continuous 912" LVL ledger with shelf ® top) Existing foundation wall (V9F) ledger with 3/4" tbolts 1/2" 0 Hilti HIT-HY 150 ® 24" o.c. 12" staggered (note e beam m connection) staggered %4 ® 1E #4 ®16" Vertical %4 ® 16 Vedical Gravel per Architect NO. DATE REVISIONS III illl a a p IIII -IIII Gravel per Architect Gravel per Architect 41 -IIII-III -hl Id- 'I''I' I a a; -IIII III IIII VISCONTI architecture 66 Mein Street pIIO #4 Cont #4 Continuous @ T, B, = --lip III' &1/3 pr ri4 Continuous ®T, B, - - &1/3 points Bedford HIIIs, NY 105D7 & 1/3 paints 7_ - -IIII Tel 914 241.1873 7'= 1 Fax 914.2064125 #4 Dowel ® 16" D.C. - extend min. - - - N4 Dowel ® 16" o.c. - extend min. 16- into well (alt. hooks @ bottom) 16" into wall (alt. hooks ® bottom) 1P~w~ R. ~ yU n RF,Aq o III , - 1s----.. _ IIII=1 nom , do v1r o III a ~o - IIII IIII - ~ _ ~`rFQ ?4781 _ _ _ .IIII ~ pFdfiGSSNI~PV -III III =IIII Existing foolting-verify in field III Base m Base min. 3'-6" below finish prior to construction Copooht 2004-2003 SEAL B SIGNATURE Base min. 3-6" below finish grade a grade and on virgin soil grade and on virgin soil VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: SECTIONS AND DETAILS SCALE: AS NOTED 103 BSD JOB#: 10213 Section 102 Section s DATEISSDED: 01012011 Section 101 Sectior scale: i"= 1'-0" 6 scale: 1"= 1'-0" Scale: 1" = V-D" 6 Scale: i"= 1 DRAWING: S6 PAGE: NOTES Column finish per Architect P.T. column -see plan or size Blue Sky Design, Inc. See plan for joist size I; Consulting Engineers Decking per Architect 121 West 27th Street, Suite 904 & spacing ii III, 'f Neiv York NY 10001 Tel. 646-230-9900 Fax 646,230-7400 i' + + + + + See plan for beat. -T - size I I,' Simpson HGA 10 each Double 2x6 P.T. chock side of beam piece with min. (5) - 1/2" 0 thru-bolts I I4 4 - ' rho-ICI 1 - tl~It See 104/S7 for anchor & footing requirements IV- Finish per Architect Existing exterior wall (VIF) Finish per Architec =mish per Architect Decking per Architect Section 106 Existing joists and Existing joists and Scale: 1" = V-0" 7 decking (VIF) ieeking(VIF) + * NO. DATE REVISIONS I1 New continuous w New continuous wood New joist - see plan for P.T. PSL past - see plan blocking to rimboa blocking to rimboartl size and spacing Hanger by Simpson or approved equal Simpson hold-down - see schedule i . . w h with 1/2" 0 S.S. bolts ®12" o.c. stDouble continuous aggered. Use 3xP.T. 2x1 2 ledger staggered. Use 3x3x1/4" S.S.S washer plates ®each bolt ~O P.T. plate O -III' -IIII= IIII III i~ IIII IIII-1~ Coordinate railing requirements with Architect (4) -M4 Vertical bar Toe - nails tot beam VISCONTI architecture 66 Mal. Street pllc 12" 0 Sonotube Decking per Archilect eadi Hills, NY 10507 Existing cellar slab Tat 914 241.1873 Fax 9142064125 IN Existing cellar slat q3 Ties ® T, B, & mid-height (VIF) (VIF) - IIII-IIII OF Pdc:4yyc,~ II=III= ~~~~-~~~~-1111= y'~"~`~34 tiUR RFyU~i,'t Continuous 2x12 P T. ? edge board with (3) - z r IIII 10d nails to each joist a { m W -IIII', Existing foundation 'PFQ a~4781 wall (VIF) II VIII pR~FES510PIP1'~. joist size & sipacing Copyright 2004.2009 SFALBSIGNATURE N a°A• a III IIII IIII See plan for P.T. Finish per Architect VILLA TAPESTRY 76 • -III See plan for P.T. beam size 3" Clear - typ. J,V Residential Renovation Base min. 4'-6" below See plan for tooting size & reinforcing finish grade III- V 59095 Route 25 . IIII= Southold, NY 11971 =III=' TITLE: Existing footing - v Existing footing - verify in field SECTIONS AND DETAILS prior to constructic prior to construction SCALE: AS NOTED Section 104 Section Section 105 Section (107) BSDJOB# 10213 Scale: 1"= 1'-0" ] Scale: 1"=1'-0 Scale: l"=1'-0" ] Scale: l"=1'-0" 7 DATE ISSUED: 0112612011 DRAWING: S7 PAGE: NOTES Blue Sky Design, Inc. Consulting Engineers 121 West 27th Street, Suite 904 New York, NY 10001 TeL 646-230-9900 Fae 646-230-7400 Roofing & finish per Architect Ridge beam - see plan for size Roof finish and ridge ish and ridge Roof finish and ridge cap per Architect a. r. <-._r:-~. s..~....e.... Double LVL lodger - rip Architect Simpson LSTA 30 cap per Architect top to slope. Use 3/4" 0 each rafter Simpson LETA 30 each rafter 1 thru-bolts ® 12" o.c. staggered + 3/4" Exposure 1 Grade plywood sheathing + 3/4" Exposure 1 Grade plywood sheathing + / t # t t Existing 2nd floor joists - VIF - New double 2x blocking between studs ® ledger) Finish per Architect See plan for rafter Existing exterior size & spacing stud wall (VIF) ppI Refer to Face-mount hanger spacing &coerdinate slop Elan for rafter size & Coordinate finish & ceiling Refer to & coordinate slope requirements with Architect spac mg & coordinate slope& Coordinate finish & ceiling by Simpson or approved equal with Architectural drawing: hitectural drawings with Architectural drawings \ requirements with Architect { Hanger by Simpson or Hanger by Simpson or approved equal (notch rafter Ridge beam - see plan for earn -see plan for size approved bottom as equal ( required) notch rafter Refer to schedule for ® strap information ® bottom as required) I i See plan for post size Section 201 Section - Section - Typical Ridge Framing Requirements 202 Section - Ridge Framing @ Post 203 Scale: 1"= V-0" 8 Scale: 1"= V-0" Scale: 1V-0" $ Scale: 1"= 1'-0" 8 NO. DATE REVISIONS See plan for rafter sslze and spacing See plan for rafter size See plan for ra See plan for rafter size and spacing Sand ee plan ra and spacing 3/4" Exposure I Grade plywood sheathing Roof finish per Architect Roof finish per Roof finish per Architect - 3/4" Exposure 1 Grade 3/4" Exposure 3/4" Exposure 1 Grade plywood sheathing plywood sheatl plywood sheathing Hoofing/flashing peu Architect + Provide new 3/4" pyywood sheathing Simpson HIS strap 10 VISCONTI architecture as required + each rafter fifi Main Street 1M7 plc + Coordinate ceiling finish * Coordinate ceiling finish aatlfortl Hllle. NY NV 10 W7 requirements with Architect requirements with Architect Tel 9142411973 Refer to Architectural Refer to s r Refer to Architectural _ drawings for soffit Fax 914 208.4125 drawings for soffit drawings for for sc condition condition - condition Double top plate Simpson H6 ® each ratter LJ 9^\ Double top plate Simpson HIS ® each rafter Double top pie' Simpson strap vtr ~ ; a i Si each stud z , r_ in a. 2x6 Stud ® 16" o.c. with 3/4" - o. W 2 2x6 Stud ® 16" o.c. with 3/4" 2x6 Stud ® 16 Exposure 1 Grade plywood Exposure 1 Gn Exposure 1 Grade plywood sheathing on exterior face sheathing on e sheathing on exterior face "Ore sto 7Existing oof Joist Cap>lght 209x2009 SM&SIGNATURE stud to alt n with stud se min. ( 8}~- 10d nails to block solid betweeen stud es rerpulred VILLA TAPESTRY Header - see plan for size Existing cross-kats Residential Renovation Existing stud wall (WIF) 59095 Route 25 ~.S Southold, NY 11971 L,L TITLE: SECTIONS AND DETAILS SCALE: AS NOTED Section 204 Section Section 205 Section 206 BSD JOB# 10213 Scale: 1"= 1'-0" 8 Scale: V = 1'-0" kale: V = 1'-0" 8 Scale 1"= 1'-0" 8 DATE ISSUED: 0112612011 DRAWING: S8 PAGE: NOTES Roofing per Architect Blue Sky Design, Inc. Consulting Engineers 3l4" Exposure 1 Grade 121 West 27th Street, Suite 904 New York, NY 10001 plywood subfloor Tel. 646-230-9900 Far 646-230-7400 3/4" Exposure 1 Grade plywood sheathing Roofing per Architect Continuous edge board _ See plan for rafter size " & spacing (rip lop to slope) + + Simpson clipp ®eech mNer- ++I seeschedule See plan to beam size ~ it I Simpson post cap - see plan for information 'l Soliht detail per Architect See plan for rafter size and spacing it Double top plate Provide double barge rafter Decorative column & III P.T. PSL column - (on slope) ceiling finish per Architect l4l see plan ® edge (on slope) Simpson LSTA24 strap ® 32" o.c. 2x6 Stud cut to fit 16" 1 rode de ilth 3/4" Exposure wood sheathing on p[W li I exiterlor face Finish par Architect III II L Section 207 Section - Rake Wal! lake Wall @ `V" New Roof 208 Scale: 1"= 1'-0" 9 Scale: 1"=1'-0" 9 NO DATE REVISIONS VISCONTI architecture 66Maln So-ee1 pllc Bedford HIII., NY 10507 Tel 914 241.1673 Fax 914.2094125 f~Ed OF o 7' p~ sf °I, r' d I R v< I r y r ~p 74 S1.1 R~AkS51oNPti Copygh12004.2000 SEAL 6 SIGNATURE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE SECTIONS AND DETAILS SCALE: AS NOTED BSD JOB# 10213 DATE ISSUED: 0112612011 DRAWING: S9 PAGE Anchor/Strap Schedule Nailing Schedule Plan Desig. Simpson Connector Connection Description 3/4" Plywood Typical ed ® 6" o.c. ® Panel edge Stagger nails @ edge Well Sheathing 8d ® 12" o.c. ® Panel Interior of adjacent panels 1O LSTA30 Rafter to rafter over ridge (all rafters) Within 3'-0" ed ® 6" o.c. ® Panel edge of corners 8d @ 6 o.c. ® Panel Interior NOTES Rafter to double top plate (all rafters) HS @ header locations 3/4" Plywood ed ® 8" o.c. ® Panel edge Stagger calls ® edge Roaf Sheathing Typical 8d @ 6 o.c. ® Panel interior of adjacent panels Hfi Ratter to wall stud over top plate (all wall studs) 3" x 5/4" Roof (2) - 8d Nails each board Blue Sky Design, Inc. Lathing Boards Typical each rafter ® DSP All window and door posts to foundation wall Consulting Engineers 121 West 27th Street, Suite 904 New York NY 70001 LSTA18 All exterior headers to posts. If header 28'-0" provide one each side of post, each end of beam. Tel. 646-230-9900 6 U210 Rafter to false valley, true valley, & hip Fax 646-230-7400 (On skew & slope) Q7 HD8A Porch roof post to concrete pier 12" 0 Sonotube on footing - typ. let floor stud/rim board to foundation wall Q SSP ® 32" o.c PSL post above - typ. LSTA 18 Top and bottom of all roof ridge posts and supporting 2nd floor ceiling beams r----1 r--- r----~ r----~ I I I I I I I I r--~ r--~ ® LSTA 24 Rake wall studs to edge rafter r@ r--1 I O I I I I O I I O I I O I I O I l l O l I O CCO or ECCO Deck beam to deck post L i i __J L-- L_---- I I I I Ipq I I I I I I I C I I I I I I I I L__J L_ _f J L- __J J L -g11x3'-0"x2'-0"Thick 2'-0"x2'-f1"x12"Thick © L---J © H5 Deck joist to deck eeve beam haloes t L__J *Note: Provide 1/2" 0 x 1'-0" anchor bolts between si® ll Plates & foundation 2'-0' x 2'-0' x 12' Thick wall at 36" max. - use Simpson BP 5/8" Bearing Plate each. concrete spread footing with 3 concrete spread oting with concrete spread footing with 05 bars ®8" o..!o Thick (4) - k5 bars each way r______________________l bottom(typ. @ pergola) each way (4) - k5 bars each way ooting with i way - - - - bottom (typ. ® porch roof) bottom (typ. @ pergola) ugo a) I I I I I I I I I I i I I I I I I I I 1 y~li I I ;~'lii I 105 I I I 1 I I I~i~ I I ~~iiil I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L J I ( -;jp1 N6 ;i tll ii ~arau ,IL''.+niih~I rl I"d,ul a li",.p III"1 I:;: Ili ~f~l' - - - - - lj~ rll f- hi CN A,I IuIG Utl~J11Nip 111X1di1liWi ;d; ?nill,aR' ~~~,',,ii; I111CII III;11pI. ,I '4;11"'. i I)lllp ht~'; -I 1V~u1(I J1 ~I llrnyl," Y r a 4 Ti I I I F I' I I I hjl,~l I I ~'ll'll' I I I I ~'9~9h IH I I Jj'vi I I I I I I I~ ~ I I I I I I I I i~pll I ~ Wf l 1 i 1 New 10" concrete I I I ii~~~ 1 I foundation wall above I jild Oli I I I ,lest I I I j ''rll~ I I :e~' I 2'-0" x 12" Thick continuous I it I l concrete footing I In _ r--l r-~ r i ji! I 103 i o 10 1 0 1 --------I I I y'ri I I I i"1h I 6 L_J L --J L _ J -C J I ~ ~'1 I 101 I I I^,Ii I .u, I I 4,i I 1 i I, p I I I I I I I I ~ ;I'ri I sIs (VIF) I rEx!sfingg basementjn I I I I I / Existing spPread / footing (VIF) I I I', I I r--l r -I r-1 NO, DATE REVISIONS O I ---Ij ,Illf 101 IQQQqqqI I I1I L_J L~ L J I, f ~ I i I I abon column ---------a I L --J above ?VlF) F I j H;LIi I 102 I III~'~ I I 1 -kN' I rqi" I Irvin; ~ I III~i~ I ~nh I I, I 1j _ I l~ III. t I ~.p - c - ' ~"n.m )ii,~ ial,il~iillli~ahtia~9ull I!•• ~~1~~~r.I ffl~ ,p,( ~,:illil(iI i tlti III, a'h~'e 41 ,I ill IW~+6i LJa~. "I a~.lu I i,~l, f.' of ~~k Pmd..l is iii IIIV_ i 9 r•',N WI ..film i:l ;~i _177- L------------------------------- ~r ,il r I ______________________J Existing footing (VIF) (VIF) C Existing masonry wall y wall above (VIF) VISCONTI architecture fib Main Street PIIC Gartland Hllle, NY 105D7 TO 9142411 B73 F.9 42064125 rv~WyG,* OF N a r: t Foundation Plan (plan) sFap o~! ~~G Scale: 1/4"= V-40° NOTES: k0A25SI0F1PA' 1. Coortlinates all dimensions with Architectural Drawings, field conditions, 3, field conditions, and grade Upyrgh12004.2009 REAL&SIGNATURE elevations.. Coordinate all work with Electrical, Mechanical, and Plumbli mical, and Plumbing Drawings for floor and mall penetration requirements. VILLA TAPESTRY 2. Refer to S'5 for Structural Notes and Specifications. 3. Foundatiams have been designed to an allowable soil bearing pressure bearing pressure of 4000 psf Residential Renovation This capacity shall be verified by appropriate soil testing. Should sectlo bearing sulbgrade be determined, subgmde shall be removed to a suitak ng. Should sections of loose emoved to a suitable bearing depth as dlirected by the Architect and Engineer. 4. All footings shall be placed on level, virgin sand, soil, or fill as accepted or fill as accepted by the Engineer. 59095 Route 25 Southold, NY 11971 5. Base of alit footings to extend a minimum of 3'-6" below finished grade. w finished grade. TITLE: 6. Typical slalb on grade where required to be 5" concrete (on 6" clean san e (on 6" clean sand) with 6x6 FOUNDATION PLAN y4.0 x 4.01 W W F placed 1" below top of slab. 7. All foundation wall dowels shall be tied in place prior to placing concrete not be "wet set " o placing concrete. Dowels shall SCALE: AS NOTED BSO JOB#: 10213 DATE ISSUED: 01126/2011 DRAWING. S1 PAGE: Anchor/ Strap Schedule Nailing Schedule Plan Desig. Simpson Connector Connection Description 3/4" Plywood Typical 8d ® 6" o.c. B Panel edge Stagger nails ® edge Wall Sheathing Bd 0 12" o.c. ® Panel Interior of adjacent panels 01 LSTA30 Rafter to rafter over ridge (all rafters) Within T-0" Sd ® 6" o.c. @ Panel edge of corners 8d ® 6" o.c. ® Panel Interior 02 H5 Rafter to double top plate (all rafters) ® header locations 3/4" Plywood Typical 8d ® 6" o.c. ® Panel edge Stag er nails ® edge NOTES Q3 H6 Rafter to wall stud over top plate Roof Sheathing Bd ® 6" o.c N Panel Interior of adjacent panels (all wall studs) 3" x 5/4° Roof Typical (2) - Bd Neils each board ® DSP All window and door posts to foundation wall Lathing Boards each rafter Blue Sky Design, Inc. Cowultittg Engineers LSTA18 All exterior headers to posts. If header 2 8'4" provide one each side of post, each and of beam. 121 West 27th Street Suite 904 © 11210 Rafter to false valley, true valley, & hi New York, NY10001 (On skew 8 slope) P TeL 646-230-9900 Far 646-230-7400 Q HD8A Porch roof post to concrete pier 51/4" x 51/4" P.T. PSL 5 114" x 5 1/4" P.T. PSL Post © SSP tat floor stud/rim board to foundation wall post below ® 32" o.c continuous from foundation Support 2x128 on chock 107 up to porch roof T) LSTA 18 Top and bottom of all roof ridge posts and (2) - P T 2x12 piece ® this location ` supporting 2nd floor calling beams 107 5 1/4" x 5 1/4" P.T. PSL ® LSTA 24 Rake wall studs to edge rafter New stair construction to be coordinated in field 3 - P.T. 2x121 low _ post below F. PSL 10 CCO or ECCO Deck beam to deck post 3 - P.T. 202 low % 3 - P.T. 2x121 low ® (3) - P.T. 2x12 (lo P.T w) . 2x1 2 low r-r-r-r-I--r ~ V J © H5 Deck joist to deck eave beam below 102 N d d 106 'Note: Provide 1/2" 0 x 1'-0" anchor bolts between sill places & foundation 6 ° (2) - P.T.12z12 12x12 U wall at 36" max. - use Simpson BP 5/8" Bearing Plate B each. U) I M® Ledlger ~I I Neu New double P.T. al I I NI ul 2x1 jl 2xl2ledger al 4 d N% FI N ~N{ n ul iliu 1-7 F N I a ` III \ Double P.T. 2x12 @ edge edge N a N ® N a a ~ a N I N al N Comcrete header I I New double P.T. II below - see plan O) it i! I 2x12ledger notes Nexv double P.T. 1 I Existin r g stair infill to Dist VIF ji ii be coordinated infield I 7" .9-1/2"-APB. 2x12ledill . I L tlll Exisbn II6, 105 I 1 I l." Y .III III~y;ll"6111 r. ll'TJU'i1Na iil .a?YI-V„ili lie~r7111116 ~,ud 1. .o-~i" i I '.181 lil,i a6oveo ridge ;ip ! 115 11111 11 5-. ll. il,h "zl L° I!. l I iIY'~ llf„ X111 4'hll l~l it hI ill 11 L! A 1 %I!jt 1 1 I I Ih .......I ~flij I pa 91/2" TJI 250 @ 16" O.C. New 10" concrete - - - 4~1~ foundation wall below 8" slam + 2" Dist shelf ul L' I I I I 1 Mj'I 1 M* 103 T EXlsti g 7e- Continuous LVL VIF) F 1 1 Existing r n els in ledger below P Y~I New con in isti- I 1 I 1 n III I II foundation wall to remain :main Existln 'Dist VIF 101 I I'"_' L doublle LVL ledger II Exis Existinsjoist ~VlF~_ ' Existin Dist VIF C. Exi tin Dist VIF L_ 1+ i I'l--- --~1- - Z f-------------Ezisnnghiat v_IF) ~~j 7" x 9 1/2" AP _ t r 1 ~.I Provide eight (8) thru-bolts to ledger y~.", ?J > I I I ® beam 'See section r't ml nl Existing masonry m El 11?r al Of foundation wall W below(VIF) 'yl 'g`I Existing pot ~IIIIi ~ w~ (VIF) n n I u, I Existing masonry I1 111I~ foundation wall below NO. DATE REVISIONS N I I I .I:'• II II II ~f Provide k4 dowels to match new wall 8 ' horizontal 102 P Y capsule 1 1 Ezi ' g bea ( IF) I Existing beam (VIF)_ _ I Exs'ng bea VIF) I j g j 1 x~ t~ 5" into extend 16" into now ill ext 1 Existln t.lll ~ stn Existing balcony I Ezistrcture stin balcon III~f structure r I 4;i~,, ,.n'r NIhAII='-,{..• I h ~01id fl.' I I a4il II V NNIV± litl II IIII I f;- I _ I WWJI I HE :Jlr r r y III I h'i . i'I~I WII Ifl,ll,do "~li li 1, *;';y I, _ ~ I rh . a: irp~t6 ih „I P„t, J'. Existing decorative column above - typ. this side of building VISCONTI architecture 66 Main Street pllc Be6fard Hills, NY 10507 Tel 914.241 IB73 Existing porch to Fex 914 206.4125 remain ~~~rLOr N!gbV y goy ,n Tin First Floor Framing Plan N (plan) Scale: -I/'V=V-07 NOTES: NOTES CONT.: Note: AADA25fIUr1P~• 1. Coordinates all dimensions with Architectural Drawings, and coordinate all w Electrical, Wechanical, and Plumbing Drawings for floor and wall penetratio All existimg framing conditions nd coordinate all work with 7. Provide web stiffeners on all TJI joists n support locations. shown shiall be verified In field and wall penetration requirements. during cornstruction. 8. All wood framing permanently exposed to weather shall be pressure treated (P.T.) C.,JGM2004-2009 SEAL&SIGNATURE 2. Refer to S5i for Structural Notes and Specifications. 3. Provide crass bridging for all now joists ® 10'-0" D.C. max. 9. Use joist & beam hangers by Simpson or approved equal at all flush framed connections X. where required. VILLA TAPESTRY 4. Provide a minimum clearance of 2" between wood framing and all chimney: ig and all chimneys. 10. Typical slab on grade where required shall be 5" concrete as noted on 6" clean sand or Residential Renovation 5. Typical Intauior joist framing shall be 91/2 TJ1250 ® 16" D.C. U.N.O. Typic framing sha11l be P.T. 2x12 ® 16" D.C. U.N.O. o.c. U.N.O. Typical exterior joist approved compacted fill. Provide 6x6 W4.0x4.0 W WF t" below top. 11. Concrete header In new foundation wall shall be min. 12" deep and be reinforced with 6. 0 Indicates post below - Typical post shall be 5 114" x 51/4" P. 3 5 114" x 51/4" P.T. PSL (2) - #5 bars T&0 that extend min. 1'-4" past face of opening. 59095 Route 25 Southold, NY 11971 ? Indicates post above. ® Indicates post above & below. TITLE: FIRST FLOOR Denotes list floor level walls above. Refer to Architectural Dr to Architectural Drawings for layout. FRAMING PLAN Denotes basement level walls below. Refer to Architectural C r to Architectural Drawings for layout. SCALE: AS NOTED Denotes existing framing to remain undisturbed. irbed. BSDJOB#, 10213 DATE ISSl1ED: 01012011 DRAWING: S2 PAGE: I VISCONTI architecture 67 South Bedford Road Pound Ridge, NY 10576 Tel 914.482.0005 Fax 914.206.4125 Member AIA pllc www.visconti.pro 1 } PLUMBING ut4 ALL PLUMBING vy1LSTE ELECTRICAL ECOVERIj, 6WATE INSPECTION REQUIRED BEFORE COVEFER INSPECTION REQUIRED TESTING CON'PLf UdI-H ALL CODES OF PLUMBERCERTIFICA'TION NEW YORK STA"i E3 & TOWN CODES r ONLEADCONTENTSE"E AS REQUIRED AND CONDITIONS OF L CERTIFICATE'OF OCCUFAW-Y. SOUTHOLD TOWN ZBA SOLDER USED IN WATER Will i f liellill, SUPPLY SYSTEM CANNOT SOU HOLD TOWN PLANNING BOARD EXCEED 2110 OF 1% LEAD. SOU'THOLO T120 TRUST EES zzzil Villa Tapestry low Residential Renovation ~~F7/4 View of Rebt v of Rebuilt Bedroom Structure 59095 Route 25 APPRDASNDTED TE 72 VDB.P x 36 1 Southold, NY 11971 IFB ZBUI8 AM DINTOEPARTM 4 PM FOR THE FOLLOWING INSPECTIONS. I FOUNDATION - TWO REQUIRED FOR ORAPP NG FMING, PWMABIId CAULKING Suffolk County 2 R 3 INSULATION 4. FINAL - CONSTRUCTION&ELECTRICAL CERTIFICATION OF MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE NAILING &CONNECTIONS REQUIREMENTS OF THE CODES OF NEW REQUIRED. YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Construction Permit Set Issue No. 2 OCCUPANCY OR RETAIN STORM WATER RUNOFF USE IS UNLAWFUL PURSUANT TOCHAPTER 236 OF THE TOWN CODE WITHOUT CERTIFICATE OF T Issued: 01.31.2011 OF OCCUPAN'2Y Rendering sketches are for concept only. Details may differ and are superseded by Construction Documents. NOTES FOR ALL SITE WORK, SEPTIC AND STORM WATER MANAGEMENT, REFER TO DRAWINGS BY PECONIC SURVEYORS. ZONING INFORMATION: 333.78 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY LOT: 1000-56-02-10.1 AREA: 1.53 ACRES ZONE: R-40 N 69.1235" E USE: SINGLE FAMILY RESIDENCE SITE WORK INFORMATION: 1. GRADE ELEVATIONS ARE NOR BELOW 10' ASL. 2. NO FILL IS REQUIRED TO BE TRUCKED IN FOR PROJECT. 3. NO GRADE CHANGES ARE PROPOSED OTHER THAN MINIMAL ADJUSTMENTS FOR TOP SOIL AND FOR EXISTING SHAPE OF EXISTING GRAVEL DRIVE. N ' 4. PORTION OF EXISTING GATED ENTRY TO BE (NON-WETLAND) REMOVED AS INDICATED. V! LINE OF EXISTING DRIVEWAY TO BE REMOVED AND REPLACED WITH TOPSOIL - _ _ - - - - -1 I OR MODIFIED LAYOUT AS INDICATED _ - _ _ - - _ I W I NJ CA it GRAVEL POKING N j I - - - - - - - - - - - - - - - O 11 11 I F'I I I C x J ~ I I I m r 13'tO" NE~/PORCH D 57•_11• III i / I • 11'-1" 1I'-~"_ m N o }IS I T z CIO 5_0. I I FR NT 50 FR NT SETBACK m W ~ I I - o I n I O ~ s I I I ~ I I I ILA CROSSHATCHING DENOTES I EXISTING STRUCTURE I I , GRAVEL PARKING I I o I I NEW WALKWAY WITH STEPS I 1 31\ i I\ O I Of L I O O 2 I 15'-11" 1{'-6" II NEW I-S7ORY STRUCTURE \tE'-D" \ 30' S" REPLACES! EXISTING 19'-0"~ I I I II I-STORY STRUCTURE 'd" 4'-0" 4'-0" ISSUE HISTORY 1 ~ ~ Tn I NO. DATE REVISIONS I\ GRAVEL WALKWAY -EXISTING CONCRETE PATIO 1 01.31.2011 UPDATED AS PER BD COMMENTS II I\ \ B'-O"J •i NEW CONCRETE STEPS 7" RISERS/11" TREADS r0 00 bo 15,-0" 4'-Si SIDE SETBACK \ \ ~ I ~ 56'-S I NNE OF NFEW GRAVEL DRIVEWAY ' LAYOUT EXISTING JG C I 3a'-9~" ' I DECK i i 0 59, ~7 O.59' viscowi architecture REIMOVE PARTIAL GATEWAY WALL •AY c ZD m 67 South Bedford Road plla i a n F Pound Rl*,WI0576 Tel 914.482.0005 I VlNNl.viscontl.pra 13'-10-EXISTING CONCRETE 'BETE S - -1 G'scr w GATEWAY REMAINS I II AINS PROPERLY LINE EDq.... \ A Wscocti~ S 72 22'30" W 2130" W 210.21' l~ 2253 / MAIN ROAD (ROUTE 25) ~FNEW y EXISTING CI'URB CUTS AND APRON TO REMAIN TO PROPERTY NINE CopyAAMAW42A15 BF116910NA1VRE OSITE PLAN VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: A000 SCALE: 118"SCALE: 118=1'-0 DWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: Al 00 PAGE: NOTES .c DENOTES EXISTING CONSTRUCTION TO REMAIN DENOTES EXISTING r _______-_-__r CONSTRUCTION TO BE I I DEMOLISHED r-------_ l-REMOVE FIAT ROOF I I I I 1REMOVE ENTIRE SUNDECK STRUCTURE REMOVE FRONT OF EXISTING DORMER (TO BE EXTENDED) I I I I I I REMOVE ALL BATH PLUMBING I I I ii~c F F--4 7~ ILJ --7L-- i ext. bath I I II I --~°°3~==aL-l,l ext. hall III I I III ext. bedroom i i ext. bedroom II II II I I I I n I I L _ O J SECOND FLOOR DEMOLITION PLAN 3116"=1'-0" ISSUE HISTORY NO. DATE REVISIONS NI j l l l l l l l l l l 11 3 I I -L I I I , , II _I_L L LL--J_J_ IL _ _ _ _ _ _ _ J 1 '-f-REMOVE DECK STRUCTURE QN$ TeTA) I S ~\~N i INCLUDING FOUNDATIONS ~IAI 11 WWII I REMOVE PORTION IJ~ OF FOR NEW WINDOW v IIII ~ ext. deck I Iry i ext. bfast rm Ilil -5 I I II p I fiDT,4L- 59a . REMOVE SUN DECN REMOVE SUN DECK _ r'S, ILL STRUCTURE INCLU[ FOUNDATIONS STRUCTURE INCLUDING DY_ FOUNDATIONS IIII r7 Iti r, I I ~ ~~M~~.Ir~ ON viscoN'riarchitecture I L_-_ L J I' LJ J I III 67 South Bedford Road Pllc M - REMOVE ALL BATH PLUMBING REMOVE ALL III KITCHEN PLUMPING IIII Pound Ridge, W IM76 ledroom Tel 914.482.0005 ext. bath j ext. bedroom W .Vlsco[1N.pro ext. kitchen I~ d~ iI" III I I --J I I I III II Ali ~ -----------------~==3------- A. V/SO II P 02 611 $'llll' III REMOVE S I G y I 9 71 ~~~IyyI EXISTING ~ STAIAIR aryl ~~OG 22539 IIII :v ANEW RELOCATE VENTS -may f5 ext. dining room ext. den ext. foyer ext. living room living room Ccpyll,;Ua Z15 BE"SIGM7rURE I~I liREMOVE PORTION OF WALL FOR NEW WINDOWS VILLA TAPESTRY IIII n MM MM IIII M~iMEMMI Residential Renovation I~I uo IIII ext. airlock IIII mi IIII IIII uu ext. balcony o IIII ext. balcony ull 59095 Route 25 Southold, NY 11971 TITLE: DEMOLITION PLANS ® ® ® ext. porch COLUMNS AND TRELLIS AND TRELLIS SCALE: 3116'=1'-0" N (VIF CONDITION OFIRST FLOOR DEMOLITION PLAN NO FIELD) 1 REMAIN (VIF CONDITION DWG PHASE: CONSTRUCTION 3/16"=1'_0" DATE ISSUED: 01.31.2011 59a- DRAWING: D100 PAGE: J NOTES 1. PLUMBINGCONTRACMR TOEVALUATECONDITIONOF VENT TO ROOF FXISNNGRISERS, VENTS, SUPPLYAND WASTELINES. ALL BATHROOMS TO HAVENEW ROUGHINGAND FOOIIRES. RMRESARETOBESUPPUEDBY H OWNER. ALL PIPINGSHALL BE NEWAND CONNECTED TO E=NGRISERS. W OO ~gg h z ROOF I ~ x BATH 4 III r-------~--tea-- r,„ ' - 2" I III II'/i^ 1/z° I LAV We I TUB III TUB I 1%z" 4.. 2" 2 C.O. III 2ND FLOOR 4 4 III KITCHEN --BB----I~ I --1 - - - - ° BATH1 --t---T---T--------- - T PWDRROOM r---T 4 -4 I - - - - BATH 2 I/z I I/z" I I I I I I I I I I ~--~----~---t----~- z„ Y !12„ I !12" I yz° riz° T rY;„ - ~yz" yz~ I I, I I 2" 2° _ I I-Ir- liii - i-~----- I I I IIY2„-filiz" rllly;, rlr" IIz--Ir"--I III, II/z II I1/z ° III DW KIT KIT LAV LAV WC TUB LAV n4"'lY.- LAV WC SHOWER SINK SINK TOWER I I/ 12 " 1%z" I%z" 4" 2" 1/z" 1~1" 411 2" III C. O. ISSUE HISTORY GROUND FLOOR 4" NO. DATE REVISIONS 4 I I 1 01312011 CLARIFICATIONS FOR BLG DEPT. 77- I %z" T Irk„------ - 2- 4 -1 I r BATH 3 III CLOTHES r -I- Y - - WASHER 1 r Viz" %z" %z" %z" ILL III III 71 SHOWER I I tjlY WC SHOWER 4" 1" 2" vIS wn architecture 67South &dfoird Road Pilo Pound Ridge, WM576 Tel 914.482.0005 CELLAR 4 4 I w .vlscontl.pro C.O.1- C.O. I I I SERE 1 k~ p. vis o~'y1 yt 4 r q ~I OPLUMBING RISER DIAGRAM NTS ~FNEN Capyilphl]W43&15 SEALf SIGNANRE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: PLUMBING RISER DIAGRAM SCALE: NTS DWG PHASE: CONSTRUCTION DATE ISSUED: 01.312011 DRAWING: A001 PAGE: 30 NOTES zT'-1~• 777/77777/7777777-73 DENOTES EXISTING EO. E0. E0. 5'-4" !f'-f03"- CONSTRUCTION TO INE OF DECK ABOVE REMAIN - - - - - - - - - - - - - - ~ r I I ~ - - - - - - - 1. ALL STRUCTURAL CONCRETE AND STEEL REINFORCING FOR FOOTINGS AND FOUNDATION WALLS TO CONFORM __C C_JIL_J L_JI IL_J~ L_J L J L-JI IL -J I TO NYS BUILDING CODE. ¦ I I ¦ 2. REFER TO BLUE SKY DESIGN ENGINEERS DRAWINGS L _ JI FOR ALL DETAILS AND SPECIFICATIONS. Ll_ I L_J ¦ L2•_0•J L--- L_J 3. ALL FLOOR JOISTS TO BE FASTENED WITH SIMPSON ~ I 10• DIA. SON04UBE OVER 24'X24" FOOTING STEEL JOIST HANGARS EXCEPT AT DECK STRUCTURE. n 4. WHERE NEW STRUCTRURAL COMPONENTS ARE l r ATTACHED TO EXISTING STRUCTURE. ARCHITECT TO BE INFORMED IF THERE ARE ANY DEVIATIONS I _ WITH THE INTENT OF THE DRAWINGS. r - J1 I r~, I I I ~ I I I I L_J1 I I I I I I I I w I ' I DOWEL NEW FOOTING AND FOUNDATION WALL I INTO EXISTING (VIF) Em. EO.-I- -E0. I I I I I I I I I ¦ I I J 10" MA. SONOTOBE L. SONOTUBE 30 OVE 24"%24" 100 INO L4"X24• G I I -OIBAVEL BASE AT r` CE2AWlSPACE I I I r-_1 21, cc r I. I' I B~, I I I I I I I W I .F I I I .i 1 ISSUE HISTORY NO. DATE REVISIONS 1 01.312011 CLARIFICATIONS FOR BLG DEPT. 4'-w vISCOiv n architecture (J)FOUNDATION PLAN 1/4"=V_0" 67 South Bedford Road pile Pound RldBe, W10576 Tel 914.482.0005 www.vlscontl.pro K A. V- O I X11 rn o?' 0 Cnpydph120042015 NEW VO OtUNRE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: FOUNDATION PLAN SCALE: 114"=1'-0' DWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: Al 00 PAGE: J NOTES 41-1 DENOTES EXISTING CONSTRUC`nON TO REMAIN LINE OF DECK ABOVE DENOTESNEW CONSTRUCTION ¦ ¦ ¦ ¦ ¦ ¦ LFO~ 1. PORTIONOFERISTINGMSEMENTTOBERENOVATED LF 0 ¦ INTOA NEW BEDROOMAND BATH SHALL HAVE NEW s/B^GWB GEIUNGS. LII 2. VERIFY WHICH EXISTING PIPINGATCEILING CAN BE LINE OF LATTICE BELOW RAISED TO PROVIDEEVEN CEILING PLANE. REVIEW DECK m IN FIELD WTTHARCHITECTAND PLUMBING CONTRACTOR. 0 LIGHT AND VENTILATION CALCULATIONS Crawlspace v1space ¦ ¦ CODE REQUIRES GLAZED LOOR AREA AS RX WHICH IS ExIT g DOOR C METANO IXOSEDED AS FOLLOWS. TOTALGLAZEDAREA =30.2S.F. B7 EXISTING DOOR TO BE REPLACED OOR TO BE V GLAZINGASAPERCENTAGEOFFLOORSPACEIS...... 16% E0. EO.L M Bedr;oom EXISTING WALL TO BE SHEATHED B Bedroom WITH 2 SIDES ^ 5/8" GWB AND EXISTING WINDOW I~~S BATT INSTIL TO BE REPLACED B6 I ~i EXISTING [V WINDOW TO © BE REPLACED - - --41 Mludroom Mudroom EGRESS FURR OUT EXISTING WINDO BLOCK WAI ¦ BLOCK WALLS WITH X4 STUDS AND I AND R79 BATT INSULATION WITH WITH 5/e" OWE C I l I 3 ~e-~~i L 3 3k S.. B1 B1 82 CIO 1 a. CIO Clo 1 r-B" CIO ISSUE HISTORY B3 N NO. DATE REVISIONS 1 01312011 CLARIFICATIONS FOR BLD DEPT. i .N B4 Bath Sho PLUMBING WASTEPIPES TO BE CONNECTED TO EXISTING NO WORK PROPOSED OTHER THAN MECHANICAL RISER. CONCRETE SLAB TO s" w~ min ul [ne[mv~ w w qo n[V VIR[u IV PIPING. -I OBASEMENT ELECTRICAURCP (PARTIAL) BASEMENT PLAN 2-79' 33~ r~ 3 3 ~y , VISCONHarchitecture 675oGd1 Bedford Road Pilo DEVICE LEGEND CEILING FIXTURE LEGEND Pound Ridge, W10576 Tel 914.482.0005 a DIMMER SWITCH w .visconti.pro Q SMOKE AND CARBON MONOXIDE DETECTOR DUPLEX OUTLET (LV HARDWIRED) dp HALF SWITCHED SURFACE MOUNTED Rp S~ERED N DUPLEX OUTLET CEILING LIGHT, FBO A. V p~ i 2 DEDICATED APPLIANCE SURFACE MOUNTED OUTLET WALL SCONCE, FBO 22531 CABLE TV OUTLET WITH Copy~IpM112454]015 S644SIGMMRE ADJACENT DUPLEX OUTLET VILLA TAPESTRY TELEPHONE OUTLET Residential Renovation C7 CLOSET JAMB SWITCH (MAGNETIC CONTACT 59095 Route 25 SWITCH WITH Southold, NY 11971 REMOTE TRANFMR) TITLE: BASEMENT PLAN SCALE: : C" DWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: Hw 1 0 0. 1 PAGE: 30 NOTES 5T-11d" G DENOTfiSFXISTING CONSTRUCTION TO 11,~1~~ r M~gs~~3 1 2 REMAIN EQ. DENOTESNEW CONSTRUCTION 1. ALL EXISTING WINDOWSAND DOORS TO BE REPLACED WITH NEW UNITS UNLESS OTHERWISE NOTED. I 2. REFER TO SEPARATE DOOR AND WINDOW SCHEDULES FOR SPECIFICATIONS AND SUING INFORMATION. 3. MECHANICAL CONTRACTOR TO EVALUATE CONDITION OF DUSTING HVAC SYSTEM, EQUIPMENTAND RADIATORS. EXISTING SYSTEM TO RE MODIFIED TO INCLUDE FORMER SUNROOM, NEW SATHAND NEW W,3 nprk UPSTAIRS BATHROOM LOCATION. 4. ELECTRICAL CONTRACTOR TO EVALUATE CAPACITY AND CONDITION OF WSTING PANEL. NOTETHATALL EXISTING WIRING IS TO BE REPLACED. o -41 11 0 =FF 5. PLUMBING CONTRACTOR TO EVALUATE CONDITION OF Bath BRICK OVEN EXISTING RISERS, VENTS, SUPPLYAND WASTE LINES. H ii H ii ii ALL BATHROOMS TO HAVE NEW ROUGHING AND .o FIXTURES. RKTURESARETOBESUPPUEDBY ii H OWNER. M 09 STAIR TO 6. ALL INTERIOR FINISHES TO BE SELECTED AND BASEMENT p~ - B r ALL FINSHESAREN TOBEPROVIDEDAND ELECTED RY O OWNER. 7. ALL BUILT-IN MILLWORK INCLUDING RRCHENAND _ BATHROOMSISTOBESELECTEDANDPROVIDED CIO BYOWNER. s F-----I-----~ DW L B. ALL LIGHTINGISTOBEPROWDEORYOWNER. .1 9. ALL KITCHEN APPLIANCES 70 HE PROVIDED BY 30 a'2 \ T~3 M \ I 0 ,r PR bit OWNER. r °l Kitche~n - - - _ - r.l N ~ Bay C Bath, • 10. EXTERIOR STUCCO FINISH TO E REFURBISHED. m 11. DECORATWEEXTERIOR WOOD COLUMNSAND 1 LD ! -r~ Y-2" ~ 3' 1" _B"~ GAS RANGE M m _ O1 °n TRELLISES TO BE REFURBISHED OR REPLACED. N - I REF \ nA VERIFYCONDITION IN FIELD. T CIO L0 OS N • -0 5-_O. 1 5'-11II',e L-- Bea o ----j L0 21 LIGHTAND VENTILATION CALCULATIONS 11 ,j / N------ ------Lip CODE REQUIRES GLAZEDAREA/FLOOR AREA AS JIM WHICH IS EGRESS OB 06 /Ofi\ ~5 304" 1'-11"+-3'-4" f 0 4'-41" METAND EXCEEDED AS FOLLOWS WINDOW 11 -7 1ST FLOOR BEDROOM 1 TOTAL- 255.6 SF. TOTAL GLAZEDAREA IN SURE- 65.9 S.F. Stair v~ 1 (I j - GWJNGASA PERCENTAGE OFFLOOR SPACE IS......... 25% ISTFLOOR ED 67 5S.F. . EO TOTAL GLAZED AREA ARFA -67.75 IAGEO.F. iV cD GLA2INGASA PERCENTAGEOF FLOOR SPACE LS.......... 32% 0 ~F- - M Sitting Foyer Fo er 1 ~ -1 Living Room Entry Den 21 ISSUE HISTORY NO. DATE REVISIONS -a'-DZ" 4'-01" I I o o 1 01.31.2011 CLARIFICATIONS FOR BLG DEPT. EO. Ep. E e Dining Room p \ Ds Da \ D6 Bedroom Bedroom we 13•_11'• 1 - ' Terrace Vestibule Terrace j ;iSg33 J W11 a u u u u C II ~ wAS -INFO - I- c II - ILD I II c U II II II u u u u u 1 ~1-1I- 1- (2)? u u u u u u u ~V V 3 8-o , CT 1 (J)FIRST FLOOR PLAN ~3 f ;7-7 F Sa ( o~ visco Road architecture Vt , 6/SanH Bedford ni RO3d Pllc 1l4"=1'-0" Pound Ridge, NYIM76 3 t = 1364 i Tel 914.482.0005 5L(13 p / w .visconti.pm 2 a ~a, rt. / /kJ it u I XJ~ I ~tEREpq T76 - P µ A. v1s~9~ ` 939 ~~~;m' 7 ~9i-~ r a-~~- a-~~ 2253 P ~r r~ U '71 o NEW CapyiyMROM-3015 GEAL 681GNANpE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: FIRST FLOOR PLAN SCALE: 114'=1'-0" DWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: A101 PAGE: J L- NOTES DENOTES EXISTING V-0" CONSTRUCTION TO tEQ. TEQ.TEQ.~ REMAIN FT EQ. TEQ.T EQ.T EQ. ~1--} 29'-5a" FT EQ.T EQ.TEQ. DENOTES NEW CONSTRUCTION N I 1. ALL EXISTING WINDOWS AND DOORS TO BE REPLACED WITH NEW UNITS NEW FIAT ROOF (MATCH MEMBRANE SYSTEM APPLIED ON EXISTING FLAT ROOFS) 7 1 LIGHTAND VENTILATION CALCULATIONS 3D CODEREQUIRES GIAZEDARE41FLOOR AREA AS 8%WHICHLS MET AND EXCEEDED AS FOLLOWS UPSTAIRS BEDROOM= 163.7S.F. PERGOLA BELOW TOTAL GLAZED AREA a SB.SS.F. GLAZING AS A PERCENTAGE OF FLOOR SPACE 15.....35% I I I I I 9 -6 I I _ --------------J 23 li 24 25 i4 11 I S/ 10 .i EXTEND EXISTING DORMER TO LINE OF ;.EXTERIOR WALL BELOW. VIF II I NEW TILES TO MATCH UNE OF EXTERIOR 30 Q _ FLAT CLAY TILES ON EXISTING 13 B - HIP ROOF 14 WALL BELOW I IS 1 7 0 13 6 - - - - - - - - - - - - - I BUILT IN • a'~ti MILLWORK . wi BUILT IN Bathroom MILLWORK O II ~7 I I - - - - - - - - - - - - - L " 1 1 z e'Y '(t{ _ CLAWFT I D1t I I EGRESS 10 11 9'-9,{" DOOR I i 6" - - - - I 1._3.. 4-5 s 1:_sr i L • I BUILT IN EQ. EQ. I MILLWORK I I Bedroom II ISSUE HISTORY NO. DATE REVISIONS I 1 01.312011 CLARIFICATIONS FOR BLG DEPT II ~EMENO OF ADDITION I I EGRESS II II WINDOW I NEW RAILING ~ r,5 ~L 1 L Balcony (F) .-----------------------j VNCONU architecture OSECOND FLOOR PLAN 67 Saudi eedrord Road oil. 114"=1'- " Pound Ridge, NV 10576 _ Tel 914.482.0005 w .viscontl.pro ~\S~EAED 4 s~ y Ce 02~ m t\ ~ 2253 2~ Co~ipht211a49115 eFALf BIaN4NRE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: SECOND FLOOR PLAN SCALE: 114'=1'-Y DWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: ,//•\?`w l O2 PAGE: 1 NOTES .G DENOTES EXISTING CONSTRUCTION TO REMAIN DENOTES NEW DEVICE LEGEND CEILING FIXTURE LEGEND CONSTRUCTION a DIMMER SWITCH --I --N-- --I ---Ir-7-- t--IF 1. ALL OUTLETS IN BATHS AND KITCHEN TO BE ON CFI - IT - -1 F - T - - CIRCUITS AS PER NATIONAL ELECTRICAL CODE. 0 SMOKE AND CARBON MONOXIDE DETECTOR o4l~rr___, DUPLEX OUTLET (LV HARDWIRED) Pergplla d Perglpla III Perpp,I,~I la II 2. ALL EXTERIOR OUTLETS TO BE WATER PROOF TYPE. 9 3. ELECTRICAL CONTRACTOR TO REWIRE FOR ALL NEW Qp HALF SWITCHED '0- SURFACE MOUNTED I II II II II II I I J__L____I__~ i__L____I__ J C===_=_=_=--rte-~ i OUTLETS, LIGHTS AND SWITCHES. EXISTING WIRING H DUPLEX OUTLET CEILING LIGHT, FBO TO BE REMOVED TO PANEL - - - T - II IJ II II I t==========t t====::Da==- _ t t==L====~L--~~I,1 'Il ,PI II ; 1~ II II I II II`; ~ II ~`(II II II I I IP{ `(II DEDICATED APPLIANCE SURFACE MOUNTED I II II,a II ;,II II II I I ~ F==~--1=~_==~il I II II 16" II IL", II ;.II II II OUTLET WALL SCONCE, FBO TI II h`, II II 0 CABLE TV OUTLET WITH Bath , , i L1 111J_JJ-- I II II ` II ° II N N I I tom==lei==~~=_~ I I II N II II II ` II II II II ADJACENT DUPLEX II II II II II OUTLET II II II II II IIt- ---=1 t-_---_ II II II II II TELEPHONE OUTLET __II II _ II II C] CLOSET JAMB SWITCH r -',-----------1-------- rl (MAGNETIC CONTACT i r-- SWITCH WITH - - L_ CIO REMOTE TRANFMR) F I I ,c~J I \ I -----1-,I- -,I - - P I,~ JI I ~I,I I I Kitchen Bath • I I I III I ~F I I I I CIO 1----------1-J- I I I f~ - f (lb (lb I< 1F--, Bedroom L L--j L --L . - i I 'I I I 'I I II I I i x)11 ILL I L~____JI I I I I I I L~___rJ II I I I I 'il i I I I I I I li i ~I II I---------- --r it-- ~ ' Sitting J `x Foyer Foyer Living Room Entry i / Den L ==_JJ R r----- -----7-----, -------T-------, -L ISSUE HISTORY 0 NO. DATE REVISIONS I I I=-~JI --T Dining Room Bedroorc Bedroom Terrace s Terrace „C n<_Y L _ II II II _ II II II II II _ II II I II II II II II II II t=-1i=-t€=~E-~=~1= II II I II II II II -li==~-Jl=; II II I II II II I u I II u u u II II u o 0 o u u=II==11-~-~ u u u u u u u u u u u u CAL PLAN wSColm architecture OFIRST (FLOOR ELECTRICAL PLAN 67 South Bedford Road Pllc Pound Ridge, W U576 Tel 914.482.0005 mnmmiscontl.pro " gQRED A ~Q OZ~'I o- 22531 OCr #'NEW cannlumsaw-zols eu~sraruiuse VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: FIRST FLOOR ELECTRICAL PLAN I - ; ' ; SCALE: DWG PHASE: CO SE: CO NSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: Al 03 PAGE: I L- NOTES .G DENOTES EXISTING CONSTRUCTION TO REMAIN DEVICE LEGEND CEILING FIXTURE LEGEND DENOTES NEW CONSTRUCTION DIMMER SWITCH Q SMOKE AND CARBON MONOXIDE DETECTOR 1. ALL OUTLETS IN BATHS AND KITCHEN TO BE ON GFI DUPLEX OUTLET (LV HARDWIRED) CIRCUITS AS PER NATIONAL ELECTRICAL CODE. 2. ALL EXTERIOR OUTLETS TO BE WATER PROOF TYPE. 3. ELECTRICAL CONTRACTOR TO REWIRE FOR ALL NEW ~p HALF SWITCHED SURFACE MOUNTED OUTLETS, LIGHTS AND SWITCHES. EXISTING WIRING B DUPLEX OUTLET CEILING LIGHT, FBO TO BE REMOVED TO PANEL DEDICATED APPLIANCE SURFACE MOUNTED - OUTLET WALL SCONCE, FBO CABLE TV OUTLET WITH ADJACENT DUPLEX OUTLET I TELEPHONE OUTLET IJ CLOSET JAMB SWITCH (MAGNETIC CONTACT SWITCH WITH REMOTE TRANFMR) I I i I I I I I ~ I I I ~ I I 1 - i I I Bathroom I 0 I I I I I I I I I I II • r---------- • i Q ~ I II edroom I I I I I I ISSUE HISTORY NO. DATE REVISIONS i ' I I ___________________________J - L---------------- Balcony (F) NCO" architecture OSECOND FLOOR ELECTRICAL PL ECTRICAL PLAN 67 South Bedford Rmc! Pilo IW=11'-0. Pound Ridge, NY 10576 Tel 914.482.0005 w .vlscontl.pro A. v1 se ~ , . F 2253 . O,c N EW..tS~` CopP10~~~-g116 BEAK BIGNATIIRE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: SECOND FLOOR ELECTRICAL PLAN SCALE: 114'=1'-W DWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: Al 04 PAGE: NOTES DENOTES EXISTING CONSTRUCTION TO REMAIN DEVICE LEGEND CEILING FIXTURE LEGEND DENOTES NEW CONSTRUCTION DIMMER SWITCH 1. ALL CEILINGS TO BE PAINTED SHEETROCK. REPAIR O SMOKE AND CARBON EXISTING CEILINGS AS NECESSARY. MONOXIDE DETECTOR 2. EXTERIOR CEILING FINISH AT REAR PORCH TO BE DUPLEX OUTLET (LV HARDWIRED) Perg a Per k Per la 4' PAINTED BEAD BOARD PANELING. ~p HALF SWITCHED' SURFACE MOUNTED N DUPLEX OUTLET CEILING LIGHT, FBO swrtcxeD \ BY MOTION DEDICATED APPLIANCE SURFACE MOUNTED DETECTOR OUTLET WALL SCONCE, FBO % - II O n o u - .I I. - CABLE TV OUTLET WITH Bat O ) O i O ADJACENT DUPLEX II II I 11 OUTLET a TELEPHONE OUTLET I IN CLOSET JAMB SWITCH (MAGNETIC CONTACT SWITCH WITH r----------, CIO REMOTE TRANFMR) FLUORESCENT JI ENE NT COVEUGHTING FIXTURES - - -J1 -li , r- - - o o itchen E Bath 1 O 1 I IL --------r I 111 i il------ 1 1 ° ~~III \ 1 CIO L 1 I - - I ° Stair \ \ 0 0 I \ Slitting Foyer I o Foyer - Living Room Entry Den ISSUE HISTORY NO. DATE REVISIONS FYI Dining Room Bedroor 0 Bedroom Terrace Vestibule Terrace :;J!W""Y MOTION ETECTOR O FIRST FLOOR RCPILIGHTING PLAN 'HTING PLAN vNcolm architecture 67 South Bedford Road Pllc Pound Ridge, WM576 1l4"=1'-0l" Tel 914.482.0005 w .viscontl.pro S(ERED q A. V/SC'yn I/ J Z ab D 22531 FNEW Co yth120 2015 sFAL A SIGMUM VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: FIRST FLOOR RCKLIGHTING PLAN SCALE: 714"=1'4" DWG PHASE: CONSTRUCTION DATE ISSUED: 01.37.2011 DRAWING: Al 05 PAGE: I I, NOTES 7/77/7777777777//77/727/7 DENOTES EXISTING CONSTRUCTION TO REMAIN DENOTES NEW CONSTRUCTION DEVICE 1-0END CEILING CEILING FIXTURE LEGEND DIMMER( SWITCH 0 SA O SMOKE AND CARBON O M( MONOXIDE DETECTOR DUPLEX( OUTLET (L (LV HARDWIRED) ~p HALF S;WITCHED -0- SL SURFACE MOUNTED H DUPLEX( OUTLET CE CEILING LIGHT, FBO Bathroom DEDICATED APPLIANCE ¢ SL SURFACE MOUNTED OUTLET' Wj WALL SCONCE, FRO O O CABLE TV OUTLET WITH ADJACENT DUPLEX OUTLET' TELEPHONE OUTLET O CLOSET JAMB SWITCH Bedroom (MAGNETIC CONTACT SWITCHI WITH REMOTE TRANFMR) ISSUE HISTORY NO. DATE REVISIONS Balcony (F) 1 SECOND FLOOR RCP/LIGHTING PLAN 1/4"=1'-0" vmwn architecture 67 South Bedford Road PH. Pound RldSe, W30576 Tel 914.482.0005 w .vlscontl.pro ~.~ERED .9R A. v/s ooy 2253 9 F N E`N Copyiipmzaa4-N16 SFALa SIGNATURE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: SECOND FLOOR RCPA.IGHTING PLAN SCALE: 114'=1'-0" DWG PHASE: CONSTRUCTION . DATE ISSUED: 01.31.2011 DRAWING: ,//•r\\`w l O(v= PAGE: NOTES DENOTES EXISTING A HALF ROUND GUTTER 30 GALVALUME CONSTRUCTION TO REMAIN TTJ a ~ H ` NEW ROOF: -J RUBBER MEMBRANE SYSTEM TO MATCH EXISTING FLAT ROOF MATERIAL 111111 1111111 1 IIHTYqTYqT i v CROSSHATCHED AREA DENOTES EXISTING ROOF TO REMAIN 30 i I I I I I I i ISSUE HISTORY NO. DATE REVISIONS r - - NEW ROOF TILE TO MATCH, EXISTING CLAY TILE AN EXISTING HIP ROOF i i i I `yzzzziZZziiiZiiiZfi- OROOF PLAN vmoNTT architecture 67 South Bedford Road Pilo Pound Ridge, NV 1[1576 Tel 914.482.0005 wW .viscond.pro ~ERED CoW&2p 15 {SIGNATURE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: ROOF PLAN SCALE: 114'=1'-0" - DWG PHASE: CONSTRUCTION DATE ISSUED: 01,31.2011 DRAWING: Al 07 PAGE: r- NOTES 1. ALL EXISTING WINDOWS AND DOORS TO BE REPLACED WITH NEW UNITS. GC TO VERIFY ALL DIMENSIONS WITH WINDOW FABRICATOR TO PRODUCE ACCURATE NEW PAINTED CEDAR RAILING SHOP DRAWINGS BASED ON FIELD CONDITIONS. 2. EXISTING STUCCO TO REMAIN. REPAIR AND PATCH AS NECESSARY AFTER WINDOW AND DOOR REMOVALS. D10 3. EXISTING ROOF CONSTRUCTION TO REMAIN UNLESS NEW WORK REQUIRES MODIFICATIONS. REFURBISH EXISTING DECORATIVE COLUMNS AND TRELLISES (VERIFY IN FIELD IF THEY NEED REPLACEMENT). ATTIC VENT (WOOD) 5. REFURBISH EXISTING BRICK FRONT STEPS. PAINTED CEDAR FASCIA 6. REFER TO PLAN WHERE ALL EGRESS WINDOWS UNITS "o PAINTED CEDAR SIDING ARE INDICATED WHERE REQUIRED. EGRESS WINDOWS (SHIPLAP) ARE SIZED TO CONFORM TO NYS CODE INCLUDING THE PROPER CASEMENT ARM HARDWARE WHICH j NEV NEW COLUMN HALL-PROME THE PROPER OPENING CLEARANCES N FOR EGRESS. 7. PROJECT IS IN A WIND-BORNE DEBRIS ZONE AS INsT.O TOP PL. PER NYS CODE R301.2.1.2. WINDOWS SHALL BE STANDARD GLAZED UNITS (NON-IMPACT GLASS). AS V +10 3 D°0 D°a DP7 ALLOWED PER CODE EXEMPTION, ALL OPENINGS SHALL BE FITTED WITH J" THCK PLYWOOD STORM PANELS (MAX. SIZE /B" X INS. WITH FASTENERS AS .-FABRIC WNING (FIXED) PER NYS CODE R301.2.1.2. PANELS TO SE STORED W2 W3 IN THE BASEMENT MECHANICAL SPACE AND SHALL BE FABRICATED AND SHOWN TO THE BUILDING INSPECTOR I~T.O WIN 'Di W1 V +6 W1 W4 PRIOR TO FINAL INSPECTION. m 1'-5)"PAINTED PLYWOOD B~ D2 ~i' ? 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GC TO VERIFY ALL DIMENSIONS WITH WINDOW FABRICATOR TO PRODUCE ACCURATE SHOP DRAWINGS BASED ON FIELD CONDITIONS. D12 2. EXISTING STUCCO TO REMAIN. REPAIR AND PATCH AS NECESSARY AFTER WINDOW AND DOOR REMOVALS. 30 3. EXISTING ROOF CONSTRUCTION TO REMAIN UNLESS NEW WORK REQUIRES MODIFICATIONS. 4. REFURBISH EXISTING DECORATIVE COLUMNS AND TRELLISES (VERIFY IN FIELD IF THEY NEED REPLACEMENT). 5. REFURBISH EXISTING BRICK FRONT STEPS. NEW RAIL 6. REFER TO PLAN WHERE ALL EGRESS WINDOWS UNITS ARE INDICATED WHERE REQUIRED. EGRESS WINDOWS ARE SIZED TO CONFORM TO NYS CODE INCLUDING THE PROPER CASEMENT ARM HARDWARE WHICH EEII SHALL PROVIDE THE PROPER OPENING CLEARANCES FOR EGRESS. MATCH DET/ DDOo MATCH DETAILS TO I1T.0 TOP PL. TREWS ON TREWS ON FRONT ~+10-3 7. PROJECT IS IN A WIND-BORNE DEBRIS ZONE AS PER NYS CODE R301.2.1.2. WINDOWS SHALL BE .-FABRIC AW ING (FIXED) STANDARD GLAZED UNITS (NON-IMPACT GLASS). AS ALLOWED PER CODE EXEMPTION, ALL OPENINGS SHALL BE FITTED WITH THCK PLYWOOD STORM n T.O WIN PANELS (MAX. SIZE 4E" X BB') WITH FASTENERS AS V'+6 -8 PER NYS CODE R301.2.1.2. PANELS TO BE STORED IN THE BASEMENT MECHANICAL SPACE AND SHALL BE FABRICATED AND SHOWN TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. D D D D C W5 26 W6 22 1DQ Q DQ Wi6 Wi 18 22 DD°aO ~D QQ ~D°aQ ~D 4 °4 0 0 0 0 D T V _d-0PAINT CEDAR NEW CONCRETE STEPS ALONG SIDE OF STRUCTURE. REGRADE TO FOLLOW STAIR ANGLE ALONG OUTSIDE EDGE. 17" OPEN PASSAGE TO I FLOWE BOX `PAINTED STUCCO :6"7 BASEMENT DOOR! i° 27 OEAST ELEVATION OWEST ELEVATION 1/4"=1'-0" 14"=1'-0" 1 ISSUE HISTORY NO. DATE REVISIONS v coNnarchitecture 67 Saudi Bedford Road pllc Pound Ridge, NY 10576 Tel 914.482.0005 v .visconti.pro q. I~ N vJ C*ftM20KM015 SEAL a SIGNAWRE VILLA TAPESTRY Residential Renovation 59095 Route 25 Southold, NY 11971 TITLE: EXTERIOR ELEVATIONS EAST AND WEST SCALE: 114"=V-0' OWG PHASE: CONSTRUCTION DATE ISSUED: 01.31.2011 DRAWING: A201 PAGE: NOTES I. REFER TO BLUE SKY ENGINEEERS STRUCTURAL DRAWINGS FOR ALL DETAILS AND SPECIFICATIONS. NEW ROOF CONS? -NEW ROOF CONSTRUCTION: • MATCHING TE • MATCHING TERRA COTTA TILES • GRACE ICE A • 5/B" PLYWOi • GRACE ICE AND WATER SHEILD • 5/8• PLYWOOD SHEATHING • 2X10 ROOF I • 2X10 ROOF FRAMING AT 16. OC • R30 BATT IN 5/!" DRYWA • R30 GATT INSULATION • 5/!• DRYWALL CEILINGS 12 E~ DRIP EDGE ~--ORIP EDGE FLASHING I CONTINUOUS FLA -CONTINUOUS FLASHING ALONG PERIMETER 2'-6- ~2 -6" EXTERIOR WALL CONSTRUCTION: • 5" SHIPLAP SIDING (PRIMED CEDAR) • TYVEK BUILDING WRAP • 1/2" PLYWOOD SHEATHING HATCHED AREAS -HATCHED AREAS DENOTE EXISTING • 2X6 STUDS AT 16" OC CONSTRUCTION. CONSTRUCTION. MODIFY AND FLASH • R19 BATi INSULATION AS NEEDED WHE AS NEEDED WHERE NEW ROOF AND EXTERIOR WALL ADJOIN EXISTING • 5/6" SHEETROCK EXTERIOR WALL ROOF AND E%TE ROOF AND EXTERIOR WALL FRAMING. M .n I 0 a •I m m I u O ISSUE HISTORY NO. DATE REVISIONS I CANTED STUCCO CANTED STUCCO LEDGE TRIM a FOUNDATION SYSTEM: TEM: • 3-COAT PAINTED STUCCO • B• NOM. CONCRETE BLOCK NTED STUCCO FASTEN RIM BOARD TO EXISTING EXTERIOR WALL INCRETE BLOCK VERIFY CONDITIONS IN FIELD WITH POURED CELLS AND REINFORi ELLS AND REINFORCING ARCHITECT CONTINUOUS CONCRETE TOP • CONTINUOUS CONCRETE FOOTIN JS CONCRETE TOP BOND BEAM FLOOR CONSTRUCTION: L CONCRETE FOOTINGS . 3/1" HARDWOOD FLOORING • RIGID STYROFOAM INSULATION (FOAM INSULATION ALONG 314" PLYWOOD SUBFLGORING VI3CON n architecture • EXTERIOR SIDE OF FOUNDATION • FOUNDATION WATERPROOFING M IDE OF FOUNDATION WALLS 2X12 JOISTS AT 16" OC WATERPROOFING MEMBRANE R30 BATT INSULATION 67 South Bedford Road Pllc . 1/2' PLYWOOD UNDER JOISTS Pound Ridge, NY 10576 Tel 914.482.0005 ww xlscontl.Pro SjERED qR\ -III-III III: -III-III III-III-III- i -III III GRAVEL TOPPING IN CRAWLSPACE ~P _ t< OL ~ 11 ~=III III >f a rn 111111. III-III-III -III-III-III-I I I 22531 M M _ C.RP,;M2004-2015 9FAL 491CNPNRE LI-III-II I 11-III-III-III-III-III-III-III-III-III-III III-III 1 I I=I I I-1 11=1 I I-I I I I I-1 I I-1 I I I I-1 I I-_I ( I I I I I-III-III-IIIIII-III IIIIII-III IIIIII-IIIIII-III III-III-III-III-IIIIII-I V I-IIIIIII I I - -I I I-1 I -I I I-111=111=111=111=111=1 I -I 11-111=1 I I -I I 1=1 11=111-111-111-111-11 I-III-III-III-III I VILLA TAPESTRY " ' Ili I I-111-IIII III„1111111111 III 1111 11111III -I 1 1=1I 11111111111 1 111111111, I11111I11111 I I1111I111111111111111111II 1111I- -I 1=11111 I- 1-1 1 I1-111I II-11-1 I 1-1 111II- Residential Renovation I 1 II I111II1111111111111111I11 59095 Route 25 Southold, NY 11971 11111111111111111111111 ~I 111111 1111111111111 TITLE: SECTION I C I-1 11-1 11-1 SCALE: 314'=1'.0" '-111-III=1 DWG PHASE: CONSTRUCTION ROSS SECTION 1111 - CROSS SECTIC DATE ISSUED: 01.31.2011 DRAWING: A300 PAGE: NOTES 1. REFER TO BLUE SKY ENGINEEERS STRUCTURAL DRAWINGS FOR ALL DETAILS AND SPECIFICATIONS. MATCH DORMER FRAMING AND MATERIALS TO EXISTING. VIF T.0 WIN NEW WINDOW -Lu m I u EXISTING ROOF '•Ti I T.0 NFL +9 -10 FLASHING S ~T.O RO-F +S 8 w Y n n NEW SHALLOW PITCH ROOF HARDWOOD RAIL EPDM MEMBRANE ROOF • PITCH TO END AT 1/4"/FOOT • 2%10 AT 24" OC • R-21 BATT INSULATION H HOLLOW DECORATIVE COLUMN • PAINTED BEADBOARD PLYWOOD V CEILING E WITH 6X6 POST ISSUE HISTORY CONCEALED WITHIN NO. DATE REVISIONS PAINTED TAPERED BALUSTERS I~ I I r e^ I Oj 0 2X12 STRINGERS 5/4X4 IPE DECKING vrscoNn architecture WITH CONCEALED 67 South Bedford Road Plic UNDERMOUNIT (GALVANIZED) FASTENERS Pound Ridge, NY 10576 Tel 914.482.0005 T.0 FIN FLn Y ~0'~-0"~ www.viscanti.pro ~F RED qq ' c~5 A. vise oy 1r (2)2x12 P.T. GIRDER EXISTING FLOOR 2X12 PT AT 16' OC 2x6x18 P.T. PLATE SPIKED TO POSTS ~0 ' 6x6 P.T. POSTS DFNE CapAMMO4-2015 SM 6 SICNI VILLA TAPESTRY EXISTING EXTERIOR WALL 2x6 PAINTED CEDAR STOCK Residential Renovation 1/2" CAP - KI 59095 Route 25 Southold, NY 11971 TITLE: SECTION III III III III III III -III li~ - i~ 10" DIA. CONCRETE FILLED SONOTUBE SCALE: 314'=T-0' z OCROSS SECTION DWG PHASE: CONSTRUCTION , N ~ DATE ISSUED: 07.31.2011 24" K 24" FOOTING DRAWING: A301 PAGE: J