Loading...
HomeMy WebLinkAbout40417-Z Town of Southold 9/16/2016 P.O.Box 1179 a - °' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38518 Date: 9/16/2016 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 750 Three Waters Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-6-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2016 pursuant to which Building Permit No. 40417 dated 1/20/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND "AS BUILT"ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Diez,Daniel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40417 08-24-2016 PLUMBERS CERTIFICATION DATED 08-24-2016 Brad Peicuch Auth ed Signatu guFFnc�- TOWN OF SOUTHOLD ��o`A cook BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy,. Saol SOUTHOLD, NY dol 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#: 40417 Date: 1/20/2016 Permission is hereby granted to: Majewski, Keely 750 Three Waters Ln Orient Point, NY 11957 To: "as built" alterations to an existing dwelling as applied for. At premises located at: 750 Three Waters Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-6-23 Pursuant to application dated 1/13/2016 and approved by the Building Inspector. To expire on 7/21/2017. Fees: CO -ALTERATION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $400.00 4 7Totah $450.00 i dingInspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property Imes, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. — B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3: -Copy of Certificate of occupancy-$:25 4. Updated Certificate of Occupancy- $50.00 5. Temporary-Certificate of-Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: V/1' Old or Pre-existing Building: (check one) Location of Property: 'S C7 TN 7,11F� V"n-, Ltv. Z�1Z 1�� �U►,.►� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot 2� Subdivision Filed Map. Lot: Permit No. V� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (che ne) Fee Submitted: $ �y App scant Signature ®F soUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cn 41r Fax(631)765-9502 P.O.Box 1179e ® �Q roper.richert(@-town.southold.ny.us Southold,NY 11971-0959 � ®41r, TV,Nct� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Diez Address: 750 Three Waters Lane City: Orient St: New York Zip: 11957 Building Permit#: 40417 Section: 15 Block: 6 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owens Electric Inc. License No: 3372-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 1- Paddle Fan Notes: Inspector Signature: Date: August 24, 2016 OOElectrical 81 Compliance Form.xls so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CIP P.O.Box 1179 Southold,NY 11971-0959 �Ql D [EC[EO'V[E BUDOD DEPARTMENT AUGA�G 2 4 201 G TOWN OF SOUTHOLD BUmDING DEPT. TOWN OF SOUTHOm CERTIFICATION Date: L!2 Building Permit No. �LogI7 Owner: (Please print) Plumber: brad Pccucl, - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. lumbers Signature) Sworn to before me this day of , 20�� CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 A Qualified in Suffolk County 'Commission Expires April 14, Notary Public,, ,M:A County OF SOUT,y�lo cOUMY,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , ' m [ ] FOUNDATIONAST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 22 LIA0 L p DATE 4f; INSPECTOR OF SOUr�O! / ���OOUMY,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION ' [ ] FO DATION 1 ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE-A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C DATE INSPECTOR "- v I cOUNI`I TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ IF NDATION 1 ST [ ] ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ V FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR so coulm, TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' I FOUNDATION I ST [V�'ROUGH PLUMBING FOUNDATION 2ND INSULATION vrfRAMING /STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMIT CONSTRUCTION FIRE RESISTMTPENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE . INSPECTOR- IALC �� ��OF SOUryo • ao UOUM`l,Nc� TOWN OF SOUTHOLD BUILDING-DEPT.- 765-1802 UILDING-DEPT.765-1802 INSPECTION [ ] FOUNDATION IST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) [ ] CODE VIOL AT ON [ CAUL ING REMARKS: . c DATE ®G /S 1< INSPECTOR ` f3f s 0 couto L�u TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST I ROUGH PLUMBING [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE-SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE'- INSPECTO (� f3F SOUIyo O # l# N o �YcOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- REMARKS: FINALREMARKS: -------------- - V col DATE INSPECTOR -2!!! NSPECTOR ` 4091t ho�apF SOUTy�Io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) .[ ELECTRICAL (FINAL) REMARKS: DATE ��° INSPECTO ` �oq TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-- FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND LATION- FRAMING /STRAPPING 1= FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKINO REMARKS: Lo t4 0 kya fit V,�:Tvlq 7� a& Z & 4e- j-g& §A v t 0/4 DATE I NSP,ECTO i JAMES J. DEERKOSKI P.E. 260Deer Drive D Mattituck, NY 11952 D (631)774 7355 S E P 1 3 2016 Date: September 12, 2016 BUILDING DEPT. TOWN OF SOUTHOLD To: Town of Southold Building Dept Re: Framing, Plumbing, Insulation Inspection Diez Graziano Residence 750 Three Waters Lane Orient, NY To Whom It May Concern: This letter certifies that an inspection was performed at the above mentioned addition in the crawl space area, and the floor framing,plumbing, and insulation were installed as per plan and meet all state and local codes. Any questions feel free to call. o N E S •cerely, DEF YG; Jam J eerkoski P.E. , �0• 07 �� A'��FeSS0oN* IIII IN r • s SI STATE BNEROY . . MUM M .. u r n r 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 " : 7�. Survey SoutholdTown.NorthFork.net PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit . Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to:t Z5,M UuO t-Olo- Disapproved a/c boy '781AriT�jc 1 7- Phone: Expiration ,20 uilding In's_e or � APIP4 CATION FOR BUILDI + T IJ i IZ 1 Date i — , 20 �j I 1 JAN 13 2016 'o®, i I INSTRUCTIONS al This aLpplica rorx S 7be completily filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plias,accurate'plofplari to'scale.Fee alcording to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,'additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 105 DLIV ZULZ LN- M►ATk! �cXf.. (ilSG (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 14 ELS "C,04T ow D oW a,EL 7— (As (As on the tax roll or lates deed)' '' � ( { ZI A N If applicant is a corporation, signature of duly authorized officer (Name and title-of corporate of icer) Builders License No. <7iP--5 iso Plumbers License No. ° Electricians License No., C>>to Other Trade's License No. 1. Location of land on which proposed work will be done: House Number' Street Hamlet , Lot County Tax Map No. 1000 Section a5Block ' 6 ` J 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 S,1WC•s•L f TI;11A l C;5 b. Intended use and occupancy S i W C—Le FAI`�i�� s a "�`'t'C 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 10, 000 Q2 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor f If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner E �y F►70.5s 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOol 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO I 14.Names of Owner of premises op" i>I C-7- Address taY• (vel'• loo-L-7 Phone No. Name of Architect A Address Phone No Name of Contractor A Address Phone No. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O 110-mPf3 R (--lJdLow being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (SHe is the (Contractor,(? gent 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 to before me this day of-,SfV 20J(p Notary Public BAR RA H.TANDY Signature of Applicant Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County � Q Commission Expires 01/13/20 Li 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.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees u C.O.Application n Flood Permit Examined ,20 D V Single&Separate Storm-Water Assessment Form APO 4 NO Do Contact: Approved ,20 Mail to: -TIEpc i -.IsDL Disapproved a/c BtUDING DEPT. 1 u S OLLr' T-uLE TOWN OF SOUMOLD Phone:(Q-31—`9 fa—SOB o Expiration ,20 Building Inspector APPLICATION OR BUILDING PERMIT Date 2 2-1 , 20 1. INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on,premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of.this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. V,9a0. 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder c ,1.... - Name of owner of premises �qM 0% Cj-V_Azo Baa jo (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. �. --}- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: - sc> '-TR ZE-E W House Number _ Street , ,::'Hamlet•• $ ., .�!{J� 1. 1, "r•3 County Tax Map No. 1000 Section Block,: t(f ., ` ,==r, Lot �� 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 �e�„c►� �,� �..� � �; c,s b. Intended use and occupancy i tv Lr* i AMS l.. r o �- 3. Nature of work(check which applicable): New Building Addition , Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost cam, ad be paid on filing this application) 5. If dwelling, number of dwelling units ; c umber of dwellin mAts on each floor If garage, number of carsAqA 6. If business, commercial or mixed occupancy, specify nature an�rd extent of each type of use. Pq 2"aiiw @t;E x la c� j1 7. Dimensions of existing structures, if any: Fronto, ::?: [ sYaa� � ''SReai ` Depth Height 1 �j Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth a Height Number of Stories 8. Dimensions of entire new construction: Front 1 '5L Rear L Depth u Height Number of Stories d 9. Size of lot: Front 0'-�' Rear. U 0 ' Depth 2.5 a 10. Date of Purchase Name of Former Owner Im S-atN S 11. Zone or use district in which premises are situated — 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_tZ 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO .TQM'as G n,�a21 a No d3'w i 1(10 R ST. 14. Names of Owner of premises Tzi a ti►a%- r� Z i� Address 14 pr j o F N X.1 wz6Phone No. Name of Architect A M ALC-A t^ 0 as c e a'.j Address 'i7 u w 74015-', Phone No 3 4 -2,7 7-1'7 $'7 Name of Contractor"'(•. `-wc)t.� Address Phone No. (0311--2.q�3 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 VQUIRED. 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 rvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S ,mAS L-uf) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Swo n o before me this! �� 20 I / day of �i . HESPOS `EREOtate of New York Notary Pu 'c No.011HE6174810 Signature of Applicant Qualified In Suffolk Countycq Commission Expires 09/24/20 Scott A. Russell ���-° ��� STO]KA�1 WA\T]EIK SUPERVISORI�vl[A\ISA\�G�]EAMHENIF SOUTHOLD TOWN HALL-P.O.Box 1179 � m 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F ')<'1H[lE FOLLOWING: Yes NO t. (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more y than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material ❑ldwithin any parcel or any contiguous area. c. Site preparation on slopes which exceed 10 feet vertical rise to ❑[2� 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparation within the one-hundred-year floodplain as depicted -- -------- - ,---on FI-RM--Map-of--any-water-cour-se.- - - - - = - ❑L'J r F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date: APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 i 1 ` Distract NAME I�a 1.-��J�LL��J►� ! (P-0 Section Block Lot ,t �j { FOR BUILDING DEPARTMENT USE ONLY Contact Information: �I- 7Z 9 Q �.D 01 i rricvi—r ftnnxa Reviewed By: — — — — — — — — — — — — — — — — — — - - - - - - - Date: Property Address/ Location of Construction Work: — — — — — — — — — „� �® �� 6�. ���� ` � ,, Approved for processing Building Permit ,V V��+ Stormwater Management Control Plan Not Required. l_/ 1"V'w► �� ❑ Stormwater Management Control Plan Is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 - aF S1ifj Town Hall Annex 4 Telephone(631)7y65-1802 54375 Mafia Road M-16V I 1 67tH P.O.Box 1179 roaer.rit;Fle olA.nV.uS Southold,NY 11971.0959 "W111 is BUILDING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: Zjw5 21edvi A U s JOBSITE INFORMATION: (*Indicates required information) *Name: 'D I �, - *Address: *Cross Street: U eAJ uz *Phone No.: 3 Z Permit No.: ( (3412 Tax-Map District: 1000 Section:� Block:� Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • - ADO (Please Circle All That Apply) *Is job ready for inspection: f'�E�! NO. ough In Final *Do-you need a Temp Certificate: YES/(n Temp Information(if.needed) *Service Size: 1 Phase 3Phase 900 450 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 8241equest for inspection Form � I -30VI OF OUTHOLD OP RTY OEC®R®- ;CAR® 444 OWNER 5,TR•EET' VILLAGE DISTRICT SUB. LOT 1 FORMER OWNER` - -- N E ACREAGE / n S W TYPE OF BUILDING RES. a r p SEAS. VL. FARM . comm. IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS ALya S6 Al, a Qddlet r �/1� 1,� � •fa ��® '-- ��%�' �' �`�r� � s S-- .� O -� • •,r?.!�, `� Td . :� � e rte, 2h,6479 ,o, 3, 3 k/Iq_ _f!7-1— q.S —e,-r`�GE v�cNGCON I /ON �Z 2L J Iq L j7_ l01%�'�� NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value r-t q0 Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot ---------- Total --Total �8�py.';, I 0-7 yyTa i'�i}yv Sy I�f'll,''! X11f •� w t . �.,� *,imp "` , • ` �- • 97 NE M Ell EMMEME ■■■■■■��■■■� 4 Ell ME MONO it A. ■■■!■■■1■■■■■11■�1N■■■■ . : ■■■■■■�■■gra■� �n■■NOON 4001- . jwl NONE NINE No 110 No ON ME No . . t . OMEN ON■®■■®NOON■■®■� MI■■■®■■■■ON■■®O■■®OMI ■■■■■■■■■OO■■N■NOON■ .. . •• • :. Town of Southold 9/19/2016 53095 Main Rd c Southold,New York 11971 631-765-1802 COMPLAINT To: Majewski,Keely Complaint#: 2016-1170 750 Three Waters Ln SCTM#: 15.-6-23 Orient Point,NY 11957 Follow-up Inspection Date: 1/14/2016 Location: 750 Three Waters Ln PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur the following offense: Complaint of construction with no permit This condition constitutes a violation of: TOWN OF SOUTHOLD CODE 144-8(A)(1) To Resolve: When on 12/31/2015, I did observe the following: On 12/31/15 I did observe there was construction/renovation being performed on the house. This property will be re-inspected for compliance on: 1/14/2016 Peter Doherty Mr. Daniel Diez 23W. 116°i Street Apt. l OF New York,NY 10026 Date: February 29,2016 To Whom It May Concern: 1, Mr. Daniel Diez, hereby authorize Mr. Thomas M. Ludlow to act on my behalf in all matters concerning the permitting of my project located at 750 Three Waters Ln.. Orient, NY 11957. The Suffolk County Tax Map number is 1000715-06 Please direct any questions or correspondence pertaining to the project toward Mr. Ludlow. Ludlow Homes Co. Thomas M. Ludlow 105 Ole Jule Ln. Mattituck,NY 11952 Ph./fax 631-298-5080 Sincerely, r09fb j1 T i ! lu7`Y S 7{r1 X19�'i j E Date: January 13, 2016 DATF:-- 2- B.P.# L� Mr. Daniel Diez and Mr. James Graziano FEtl�� NO BUILDiN%< PARTMEN AT T 2280 Frederick Douglass Blvd. r ,9E 762 8 AM TO l FOR THE New York, NY 10027 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Concerning: 255 Three Waters Ln. 2. ROUGH - FRAMING & PLUMBING Orient Point, NY 11957 3. INSULA T ION 4. FINAL - CONSTRUCTION MUST Scope of work: BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Work completed: YORK STATE. NOT ;-.ESPONSIBLE FOR Installed 5 high hats in the living room DESIGN OR CONSTRUCTION ERRORS. Installed 3 high hats kitchen Installed 2 boxes for lights above kitchen island Added two electrical outlets in kitchen Replaced all existing outlets with tamper resistant outlets. Installed 2 new outdoor lights on front porch and 2 lights on the back porch Removed kitchen cabinets and pantry Removed kitchen sink and replaced plumbing in preparation for a new sink (Jack) Skim coated and repaired damaged sheetrock on walls and ceilings throughout the entire house Replaced 4 windows in living room ' Replaced 2 windows in master bedroom Replaced 2 windows in guest room Replaced 1 window in bathroom Replaced all interior doors (2 bedroom doors, 4 closet doors, 1 bathroom door) Installed new interior moulding around windows and doors demo'd bathroom and repaired sheetrock. Removed rotting cedar shakes on two sections of the exterior Work to be completed: f',('}�ti'' 9 V "''; 9 LL C 0 D E S OF NEVV `!u::: � SS�,t t, w� TOWN CODES Install kitchen sink, dishwasher, bathroom sink, toilet AS RECUiRED -- J F Install kitchen cabinets and counters SOUTHOLD TURIN Z3 Install new front door SOU-1 uq � " P-1;6ARD Replace siding �� S�'J I ��_I� ,;1r i r EES f UNLAWFUL E IS P,,.T O T CES Replaced all in"- dQUFAVA fit the existing rough openings. Kitchen: (1) 32" W x 54"H -faces front of house Dining Area: (2) 36"W x 54"H - installed side by side and face back of house Living Room: (2) 32"W x 54"H -face front of house Master Bedroom: (2) 36"W x 54"H - installed side by side and face back of house (1) 32" W x 54"H -faces north side of house Guest Bedroom: (1) 32"W x 54"H -faces north side of house (1) 36"W'x 54"H -faces front of house Bathroom: (1) 24"W x 38"H - - - - - - - - - - - - - - - - - ----- ---- - - - - - - - — - - - - - - - - - - - - - - - - -- - - - Sim 5 - REMOVE GARAGE AND roo 01 I I c �v�a�hingttiri st o1 Y b klyn ny 112 - - - - _ � SLAB ON GRADE 720.239,2672 t -- - - - - - - --- - - - - �/ I 646.395 150: f JAMFS DFERKOWSKI F.F. 260 DEER DRIVE - -- I (1 P�IATTITUCK.N'Y 11952 " TFI:(631}774-7357 G(:nSllltdn Acrress Ad(lress f Phue Fax -- e-mail - WORK TO EXISTING UNDER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY \ � J I - I I A-010 3 - - - — - I I v m I � ,r Sim 1 A-010 14'-4314 1 DEP,�CLITION PLAN !• J, SINGLE STEP DECK PLATFORM A-010 14'-21%4" TO EXIT TO GRADE 4'-0" 3" 3'-0" 7" 3'-0" 1,,2° _0" 3 - 6 EXISTING SLIDING DOOR AND FIXED GLAZING TO REMAIN -- i F-- NEW DOUBLE HUNG WINDOWS MAX U-FACTOR PER ENERGY EXISTING DECK TO REMAIN — - - COD ANA YSIS NEW DOUBLE HUNG WINDOWS-MAX U- - - -- — - STUDY. FACTOR PER ENERGY ALAYSIS(TYPICAL) i 08 C 11 o EXISTING STEEL HATCH AND STAIR - - 13-3" 2'-0" 26'-0" i I TO CELLAR TO REMAIN 3 1 v � cYi N Z V ADDITION WALLS WITH FINISH U INSULATION PER ENERGY ANALYSIS-SEE STRUCTURAL WORK TO EXISTING UNDER SEPARATE_ PERMIT N °RAW'NGSF°RFRAM'NG No DESCRIPTION DATE T - SHOWN FOR REFERENCE ONLY MEDIAREC - ROOM - - a A-o 10 N--eo - 06 REFINISH EXISTING FLOORING - - THROUGHOUT-PATCH AND NEW DOUBLE HUNG WINDOWS REPAIR AS REQUIRED \Z - - MAX U-FACTOR PER ENERGY J - - - - CODE ANALYSIS A-010 4 - N CLOSETIx- NEW SUB FLOOR AND FINISHED WOOD - - FLOORING TO MATCH EXISTING INSTALLED T PER MANUFACTURER SPECIFICATIONS 750 THREE WATERS LN. LAUNDRY CLOSET WITH REPLACE FIXTURES SAME _' - - SIDE BY SIDE WASHER/GAS LOCATION, NEW FINISHES ` L 7 7 7 7 p DRYER WITH MECHANICAL DIEZ-GRAZIANC RESIDENCE F- VENT INSTALLED PER CODE Project number 1504 NEW DOUBLE HUNG WINDOWS- g Date 1.15.2016 CLOSET- MAX U-FACTOR PER ENERGY ANALYSIS (TYPICAL) 7-8" 1NEW BATH FIXURES AND y FINISHES NEW ENTRY DOOR-MAX U-FACTOR X X DEMCLITICN AND PROPOSED PLAN D PER ENERGY ANALYSIS (TYPICAL) i — N -002 . 01 V EXISTING PATIO AND PORTCH TO �" REMAIN AS EXISTING - BATH 0 Q 07 r \rt > Scab 114"= 1'-0 - SHOWER - - REMOVE AND REPLACE FINISH "- Seal and Sicnature J X LAYER OF EXISTING SIDING PER `. M ELEVATIONS AND DETAILS L r ' I m �7 pF N.Ew NEW DOUBLE HUNG WINDOWS- I' ' i `, � { MAX U-FACTOR PER ENERGY ADDITION WALLS FINISHED PER ELEVATIONS AND DETAILS- ALAYSIS(TYPICAL) INSULATION PER ENERGY 4'-9112" ... sr ANALYSIS SEP 1 3 2016 �, s 3'-0" 5'-63/4" -2 14'-21/4" , e� I�i.TILDDi is DEPT. - A-010 - o 13'_3" — TOWN OF SOUTHOLD Lp G c0 ? PRCPCSEU filinc �; as E:�is,'❑o Ova L_._ Ovni T.O.RCCF — — — — — — — — — — — — T.O.RCCF 65 washington st 9d 147-3" 14 -3 brooklyn,ny 11201 I I c 720 289.2672 t 646 395 15065 IF T.O.RCCF2 _ T.O.RCCF2 OL JAMES DFFRKCWSKI P.E. 260 DEER DRIVE MATTITUCK.NY 11952 — ('FII ING CEII IN TEL (631}7744355 REMOVE EXISTING GARAGE RIHII IE EXISTING HOUSE TO REMAIN- Consultant REPLACE SHINGESL Andress THROUGHOUT AND AIR VAPOR Address BARRIER AS REQUIRED Phone Fax VERIFY OR INSTALL R-19 MIN. e-maHEI L I il BATT INSULATION IN FRAME WALL — — — — — FIRST FLCCR FF — — — — 0'-U" FIRST FLCCR FF U'-0" — GRADE - -1'-5" GRADE 4-5" 1 EXISTING WEST ELEVATICN � EXISJING NCRTH ELEVATICN REMOVE GARAGE EXISTING ROOF TO REMAIN: REMOVE 2 AND REPLACE ASPHAULT SHINGLES N-00 EXISTING CHIMNEY AND VENT AND WATERPROOFING MEMBRANE STACKS TO REMAIN NEW ROOF EXTENSION IN LINE AND FLUSH WITH EXISTING-SEE ADDITION ROOF BEYOND STRUCTURAL T.O.RCC T.O.RCCF 14'-3" — — 14'-3" i NEW ROOF-RAKES AND'TRIMS TO MATCH EXISTING-SEE WALL SECTION AND STRUCTURAL — — — — ' — — — — — T.C.RCCF2 — — — — — — T.C.RCCF2 r 10'-8" — 101-8" r BUILT UP WOOD COLUM EXISTING ROOF-NEW ASPHAULT r SUPPORTS RIDGE SHINGLES AND WATER PROOFING NEW HEADER PER PLAN MEMBRANE —CEILING — — — — — — — — — — CEILING L NEW GUTTERS THROUGHOUT r BUILT UP WOOD COLUMS SUPPORT REPLACE ALL EXISTING DOUBLE r r HEADER DOWN TO FOUNIDATION I HUNG WINOWS-0.35 MAX U- r r EITHER SIDE OF WINDOW ,' FACTOR NEW 2 OVER 1 WINDOWS 0.35 MAX U- —r— REPLACE CEDAR SHINGLES AND \ FACTOR AIRNAPOR BARRIER AS PROVIDE R-19 MIN. INSULATION IN �� Ell� REQUIRED \ FRAME WALLS, SEE WALL SECTION FIRST FLCCR FF \ — 0 0 — — FIRST FLOOR 0" —GRADF OIL -1 -6 GRADF VERIFY OR INSTALL R-19 MIN. REMOVE AND REPLACE SH114GLES ON BATT INSULATION IN FRAME PRC'PCSED WEST FI ENATION FRONT FACING WALLS WITH CLAPBOARD PRCPCSFD NCRTI I ELEVATICN WALLS 2 SIDDING- PROVIDE AS REQUIRED AIRNAPOR BARRIER PER WALL SECTION EXISTING CHIMNEY TO REMAIN EXISTING CHIMNEY TO REMAIN EXISTING HOUSE TO REMAIN REMOVE AND REPLACE A\SPHAULT REPLACE EXISTING SHINGLES AND SHINGLES AND WATERPROOFING MEMBRANE AIRNAPOR BARRIER AS REQUIRED - - 1.0.RCCF REMOVE EXISTING GARAGE T.C. RCOF2 — — — — — — — — — — — T.C.RCOF2 — —CFUN' GFILING REMOVE AND REPLACE SHINGLES THROUGHOUT AND AIRNAPOR BARRIER AS REQUIREDEL T —� No DESCRIPTION DA:E I IHST FLCCR FF FIRST FLCCR FF FTTT — 0'-0"— GRADE GRADE -1'-5' — — -1'-5 EXISTING SLIDING DOORS TO REMAIN REMOVE GARAGE EXISTING SOUTH ELEVATICN EXISTING EAST ELEVATICN 5 f 1/4" V-0" 1/4" = V-0" 2 N-00 NEW ROOF-SEE WALL SECTION AND STRUCTURAL PLANS. INSULATION PER F1 ENERGY CODE AINTERIOR SPACENALYSIS ENLOSING 750 THREE WATERS LN. — T.O.RCCF _ T.O.PCCF OL 14'-3" — 14'-3" DIEZ-GRAZIANC RESIDENCE Project number 1504 Date 1.15.2016 T.C. RCCF2 — — — — — — — — — — — OIL - - T.G.RCCF2 10'-8" BUILDING ELEVATICNS CEILINGCEILIPJG A 010 . 01 7. y.. _ — 7 _ -9" Scala, 1/4" = 1'-U.. NEW DOUBLE HUNG WINDOWS NEW FRAME WALLS-INSULATION PER Seal, Sicnatrire -0.35 MAX U-FACTOR ENERGY CODE ANALYSIS ENLOSING INTERIOR SPACE of NEW y VERIFY OR INSTALL R-19 MIN. LQ �Q� � DEER�tp'Q'f- BATT INUSLATION EXISTING * c� FRAME WALLS � . w FIRST FLCCR FF _ . — — — C r — — FIRST FI CCR FF 0'-0" 072 P� GRADE GRAD ESS�O o co Lp NEW DOUBLE HUNG WINDOWS TO o MATCH-0.35 MAX U-FACTOR- «9 6 PROPOSED EAST ELEVATICN PRCPCSFD SOUTH FLFVATICN o TEMPERED GLASS FOR LARGE N 1;'4" = 1'-0" UNITS NEAR FLOOR SCOPE OF WORK: PROPOERTY DATA GENERAL NOTES 1. SCOPE OF WORK: RENOVATION OF AN EXISTING HOUSE. NO CHANGE IN USE,EGRESS,OR OCCUPANCY PROPOSED UNDER THIS APPLICATION. 65 Wrn6hington St 9d SCOPE OF WORK FOR RENOVATION AND ADDITION TO EXISTING 1 STORY ADDRESS' 750 THREE WATERS LANE 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF WEST CHESTER AND ALL OTHER APPLICABLE BUILDING CODES,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY t1fOOkIyE1,ny 11201 I ADDITION DETACHED HOUSE WITH CELLAR AND GARAGE AT 750 THREE WATERS LN: TAX LOT# 15-6-12 REQUIREMENTS,AND THE BEST TRADE PRACTICES. C TAX MAP: 1000-15-6-12 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH LOCAL AUTHORITIES,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL 720.289.2672 f GENERAL WORK(NOTE RENOVATION WORK TO EXISTING UNDER SEPARATE LOT# 23 FEES REQUIRED BY GOVERNING AGENCIES. PERMIT) MAP: ORIENT-BY-THE-SEA SECTION 1 FILED 11-21-1957(FILE#2777) 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD 646,395.160'r f -NEW CEDAR SIDDING REPLACES EXS7ITING THROUGHOUT ZONING DISTRICT: R40 CONDITIONS TO THE ARCHITECT. / 5 O THREE WATERS LN, S H 0 U T H 0 L D NY -REPLACE ALL EXISTING WINDOWS IN EXISTING OPENINGS 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART CIE THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN -REFINISH EXISTING FLOORING THROUGHTOUT EXISTING THE DRAWINGS. -REMOVE AND RELPACE EXISTING ROOFING SHINGLES 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,CLIE NT AND NEIGHBORS. -PAINT THROUGHOUT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL JANUARY 18TH SET -NEW BASE CROWN,DOOR AND WINDOW TRIM MOLDINGS THROUGHOUT DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRAC70R SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. JAMES DEERKOWSKI P.E. EXISTING BATH.(FILED UNDER SEPARATE PERMIT) 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES(PLUMBING,ELECTRICAL,ETC.) 260 DEER DRIVE -REPLACE EXISTING FIXTURES-SAME LOCATION 9. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. -REMOVE AND REPLACE TILE AND FINISHES 10. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE MATTITUCK,NY 11952 REQUIRED TO COMPLETE THE JOB. DIRECTORY INDEX TEL:(631)774-7355 ADDITION: 11. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. -REMOVE GARAGE AND SLAB ON GRADE 12. THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR REQUIRED INSPECTIONS AND SIGN-OFFS. -NEW FOUNDATION PER STRUCTURAL 13. IF ASBESTOS IS DISCOVERED CONTRACTOR WILL REPORT EXISTENCE TO ARCHITECT AND EITHER LEAVE UNDISTURBIED OR REMOVE IN ACCORDANCE WITH REQUIRED STANDARDS -NEW FLOOR,WALL AND ROOF FRAMING PER STRUCTURAL UPON APPROVAL BY ARCHITECT. -NEW BATH-FIXTURES AS SHOWN 14. THIS SET HAS BEEN PREPARED UNDER A LIMITED SCOPE OF ARCHITECTURAL SERVICES WHICH DOES NOT INCLUDE THE PRODUCTION OF FULL CONSTRUCTION DOCUMENTS. ANY OWNER: DANIEL DIEZ AND JAMES GRAZZIANO G-001 ICOVER 11/04/13 -NEW LAUNDRY CLOSET WITH STACKED WASHER DRYER DETAILS NOT SHOW ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND EXECUTE INCLUDING BUT NOT LIMITED TO ALL DETAILS PERTAINING TO WATERPROOFING AND 23 W 116TH ST#10F -NEW SIDING PER ELEVATIONS STRUCTURE. Consultant -NEW INTERIOR FINISHES NEW YORK, NY 10026 EN-001 RCP& BUILDING SECTION 11/09/13 Address SURVEY NTS CONSTRUCTION NOTES Address DESIGNER: AMALGAM DESIGN EN-002 RESCHECK 01/14/16 Phone 170 W 74TH ST#1008 Fax NEW YORK, NY 10023 A-001 SITE PLAN ATTN:ADR11/08/13 e-mail 1 REGK SHALL UTILITY IN CONFORMANCE REQUIRWITH AL DOHA ORING FEDERAL BEST ST EANDI LOB L BUILDINGWHICHEVECIS HIGHER.INCLUDING AMENDMENTS,BULLETINS,ETC.,AS WELL AS FIRE DEPARTMENT TEL: (347) IEN IEN AA 57CCRED A-002 DEMOLITION AND PROPOSED PLAN 11/08/13 J ," j 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE PRIOR TO PROCEEDING WITH THE WORK.THE C ONTRACTOR SHALL EXAMINE THE DRAWINGS CAREFULLY AND SHALL AT ONCE REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS TO THE ARCHITECT BEFORE CUTTING OR PREPARING ANY PREFABRICATED WORK OR MATERIALS.THE DRAWINGS "' " ' ��' �:. ,,. «w•.�.�" '' .-..., � %. REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS,OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER,BUT CANNOT BE GUARANTEED ENGINEER: JAMES DEERKOWSKI P.E. A-010 BUILDING ELEVATIONS 11/30/15 �~ I BY THE ARCHITECT. 1 ) "'"'f' r', �+f' '"'; t" 3. CONTRACTOR SHALL DISPLAY ALL APPLICABLE PERMITS AND SCHEDULE AND COORDINATE ALL REQUIRED INSPECTIONS 260 DEER DRIVE A-012 WALL SECTION 10/18/13 J [ �_ ' • 4. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,NEIGHBORHOOD ASSOCIATIONS,OR BUILDING MANAGEMENT OR BOARD OF MATTITUCK, NY 11952 - r---: -- -- - - �- DIRECTORS. TEL: (631)774-7355 .t ALL IND I I GENERAL INFORMATION.THE ARCHITECT CAN NOT BE RESPONSIBLE FOR ITS CONTENT OR CORRECTNESS. 5. L INDICATED SURVEY MATERIAL S FOR G O A-050 TYPICAL DETAILS11/08/13 �I • :" i i'' %t^ " €' r' E 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE SCHEDULING OF ALL WORK TO BE PERFORMED,AND INCLUDE ALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS,WORK - IN OCCUPIED AREAS,ETC.THE CONTRACTOR SHALL SUBMITTO THE OWNER A SCHEDULE FOR THE COMPLETION OF THE WORK.WORK SHALL BE PERFORMED DURING REGULAR WORKING CONTRACTOR: TBD HOURS,8:00 A.M.TO 5:00 P M.,EXCLUDING WEEKENDS AND LEGAL HOLIDAYS.THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORK DURING OTHER THAN REGULAR HOURS. S-001 GENERAL NOTES 12/19/15 7. THE CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES TO RECEIVE NEW FINISHES.THE CONTRACTOR SHALL PATCH TO MATCH REMAINING CONSTRUCTION IN ALL AREAS WHERE REMOVALS S-OO2 TYPICAL DETAILS 12/19/15 HAVE BEEN MADE.ALL SALVAGED MATERIALS SHALL BE KEPT IN THE AREAS INDICATED BY THE OWNER. },tt 8. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING AS REQUIRED FOR ALL STRUCTURAL OR REMOVAL TASKS.HE SHALL HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES CAUSED BY THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS SOLE EXPENSE. S-003 FRAMING PLANS 12/19/15 9. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER ANY PORTION OF THE WORK OF THE OWNER OR OTHER CONTRACTORS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW CONDITIONS AND MATERIALS IN THE PROPOSED CONSTRUCTION AREA ANY DAMAGE CAUSED BY,OR 41� \ DURING THE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE OWNER'S SATISFACTION. 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS AND ALL UNAUTHORIZED PERSONS. ' ? .t L .•, � „ 12. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. j' .S t �s �yi 13. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS BETWEEN TRADES,ENSURING PROPER INSTALLATION,CONNECTION AND OPERATION. T#fL�•A*J f "' A". 14. SUBSTITUTION OF MATERIALS,EQUIPMENT,OR METHODS,MUST MEET STANDARDS OF QUALITY ESTABLISHED IN THE CONTRACT DOCUMENTS,AND MUST BE APPROVED IN WRITING BY ARCHITECT. ' . •i •v. 15. WHERE THE PHRASE"OR EQUAL"OCCURS IN THE CONTRACT DOCUMENTS,DO NOT ASSUME THAT THE MATERIALS,EQUIPMENT OR METHODS WILL BE APPROVED AS EQUAL UNLESS SPECIFICALLY ,+t4�t Cw + ' SO APPROVED FOR THIS WORK BY THE ARCHITECT. 1} 16. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE,EXAMINED THE PREMISES,DETERMINED FOR HIMSELF THEEXISTING CONDITIONS,CHARACTER OF EQUIPMENT AND FACILITIES } `p.r c ��� '�77 r.. r r NEEDED FOR THE PERFORMANCE OF WORK,AND ALL MATTERS WHICH MAY IN ANYWAY AFFECT THE WORK BEFORE SUBMITTING A BID. ' -1. t"� a�� '�" 'R `"4 s 17. INFORMATION REGARDING EXISTING CONSTRUCTION OR CONDITIONS IS BASED ON AVAILABLE RECORD DRAWINGS WHICHMAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS SUCH `a 7�z" #. "'r •Y��wF� 7 INFORMATION IS INCLUDED ON THE ASSUMPTION THAT IT MAY BE OF INTEREST TO THE CONTRACTOR,BUT THE ARCHITECT,OWNER AND THEIR CONSULTANTS DO NOT ASSUME RESPONSIBILITY 4' LU t,1 M d j FOR ITS ACCURACY OR COMPLETENESS. `J� rr: 7 ! I� «j t i y { I 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION TO ALL COMMON AREAS OF THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES + I t'%I 1 �^ e CAUSED TO OTHER APARTMENTS OR COMMON AREAS DUE TO CONSTRUCTION. {, ct (i ? 19. CONTRACTOR OR SUPERVISOR MUST BE ON-SITE AT ALL TIMES DURING THE WORK.NO WORK WILL BE PERMITTED IN THE ABSENCE OF SUCH SUPERVISION. I }� I + '� tL t 20. ALL PRACTICAL PRECAUTIONS WILL BE TAKEN BY CONTRACTOR TO PREVENT THE ESCAPE OF DEBRIS,DIRT,DUST,ETC.FFOM THE WORK AREA TO OTHER PARTS OF THE BUILDING OR SITE DURING [) +- THE WORK.DEBRIS,CONSTRUCTION MATERIALS,AND RUBBISH WILL BE PROMPTLY REMOVED FROM THE AREA IN CLOSEDIARRELS OR BAGS AND TAKEN DIRECTLY OUT OF THE BUILDING FOR PROPER DISPOSAL. j - t.J1ttM7- +a +,t••r.,P h 4H9d I 21. CONTRACTOR WILL NOTALTER OR RELOCATE THE BUILDING'S PLUMBING,HEATING,ELECTRICAL,OR OTHER SYSTEMS OREQUIPMENT WITHOUT PRIOR APPROVAL.ANY PART OF THE WORK THAT ?tj �eFt LJ » .; t *;��4+"t7 1, REQUIRES A TEMPORARY SHUTDOWN OF THE BUILDING WATER,GAS,OR ELECTRICAL SYSTEM MUST BE SCHEDULED IIN ANANCE t » s-s acu:;�;Ar.7,v,HawVs4, bsPtr ? 22. ALL BLOCKING TO BE FIRE-RETARDANT WOOD.ALL CONSTRUCTION WILL COMPLY WITH LOCAL BUILDING CODES FORA CLASS I FIREPROOF BUILDING. srt/, t i 23. PAINT AND PRIMER TO BE A ZERO VOC RATED PRODUCT. It „ y ` ! 24. ALL PAINTED SURFACES TO HAVE ONE COAT OF PRIMER AND TWO COATS OF PAINT. w • „. € L is ieA"ov�i bolt J 25. LOCATION OF OUTLETS AND SWITCHES TO BE APPROVED BY ARCHITECT AND CLIENT. BRIDGING MAYBE REQUIRED FOR CORRECT PLACEMENT. F'•' '�'--�-•-r ��j C]U t 1. 4 �"�""`"`-•"'»' ��� �.14,v.egNeecV 1 itkati t1a:1 pr j 26. OUTLETS INDICATED IN PLANS ARE CONVENIENCE OUTLETS AND SHOULD BE CONSIDERED TO BE IN ADDITION TO THOSE FEQUIRED BY CODE. ' + L'0 1215101215101:4• pmb0139e.'wa1 sYY11 mLKfskjhswd # '�� , ' ± � tr bs�vttl�4 ttua eakY• �t J•..�i.����v i I Gnarem..t itxflaotad n.,�ot;ttruti tun 1 M 0 N U M 0 f-4T i a ,clay to tht 0" ki,volm 2M�t7Tc+ SAFETY PLAN tutioa.tiuer�nlwevtrstxKSrttpt�llr>Rb ` � 1 +- to lri4�';iatttf itvthuslor►t IH'atllrtnW 1. GENERAL: ALL WORK TO BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODE,AND REGULATIONS OF ALL OTHER AGENNES HAVING JURISDICTION. " 2. STRUCTURAL: CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. a I 3. MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS,SUCH AS BUILDING MATERIALS, TOOLS,ETC. ..", 4. FIRE SAFETY: ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA,AND/OR IN ANY AREA OF THE BUILDING ARE TCBE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS r4.•. S r } , E; °• �" ,,1 , „ .t�t� `- Y, %� ti 't .a .r 1 t- ( TO BE CONTROLLED BY OWNER AND/OR GENERAL CONTRACTOR. �•}, �_..,_„... ,., _. ..,, «».,•. » }�}f'kM. w i 5. DUST CONTROL DEBRIS,DIRT,AND DUST TO BE KEPT TO A MINIMUM,AND BE CONFINED TO THE IMMEDIATE CONSTRUCTDN AREA;AND BE CLEANED UP AND CLEARED FROM t + * t• '•+ �" is �;1 • •Y }�!F'.1r ..s.'•.;:•\L,+�. + I s f >b t ,ti Jt 4 � .�N �{ v �.� « • BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. J•�~�{- .. r t 7.) t 2,. t „ t -- 6. NOISE AFTER HOURS: CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 AM TO 5 PMI,MOI DAYS THROUGH FRIDAYS,EXCEPT LEGAL HOLIDAYS F i,r' ::,;•• t4 ! * i 7. CONSTRUCTION WORK WILL BE CONFINED TO THE PROPOSED CONSTRUCTION AREA. CONTRACTOR WILL LIMIT TO THE MINIMAL THE AMOUNT OF DUST,DIRT,OR OTHER SUCH ' t { INCONVENIENCES CREATED TO ALL OTHER AREAS OF THE BUILDING. � t � :e" -:+ ,✓ S, •� i ice.., f .` ,r �. , wt.. ._�. ' } r ��.�• J�v-! Z\ i *J'i 1'�''4 �' ,vv t'• L01 �'v ;w k:{, t- Z ._.........•�....,..... .-. „_, 1p•t�th}� w�^y,, s ►�'t'• i`�''`I"�i�: .� f.A- C't:�.,}fis� ..�_...._.-_.�..�. T� ,- � i . C = %: �....: ...„ ': .� '..r-=s� � '� PLUMBING AND DRAINAGE NOTES Ea..• II�'`1.1'F"�",l„'4f' Jf•i'.i�.rl..�'7:��. :1.��^r f�..l.• wAr N 1..�5,_.t..f• - ti�f�.'d L„. e y + •jkv t•1p�. X 1 „ �"4t I`„'f�^tC rw M• r „ , .,..,,:a..,;,...»...w.=...:� ••--•w«- - 1. ALL PLUMBING AND GAS PIPING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF h1RT10_E 16 AND REFERENCE STANDARD RS-16 OF THE LOCAL - - • �� « BUILDING CODE. 2. PLUMBING FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE BY LOCAL JURISDICTION,AND SHALL BAR BS&A APPROVAL. 3. ALL GAS-FIRED EQUIPMENT TO BE A G.A.OR M E.A.APPROVED. 4. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS,AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ASSUMED FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION, PLUMBING CONTRACTOR SHALL INFORM AIRCHI';ECT OF ANY REVISIONS TO PLAN WHICH SHALL BE NECESSARY,BASED ON CONDITIONS UNCOVERED IN THE FILED,IN ORDER TO INSTALL ALL FIXTURES,EQUIPMENT AND PPING IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AND-7 q THE LOCAL BUILDING CODE. FEMA. THIS PROJECT IS NOT IN A SPECIAL FLOOD HAZARD SERVICE AREA 6. PLUMBING CONTRACTOR TOCONFI MWITHLOCPLUMBING CONTRACTOR SHALL ARRANGE ANDOALBTAIN AGENCIESCANOYNS RESTRICTONISRED ONUIPDATNGPLUMBINGFIXTURES NOTE: THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHDWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES ROTES TO USERS A�(aEi9p «+«ra•.w.ws+�.w+w,anas%wea,«rw,.uouno„r,es««» - e�"a,wa+a,rx%rs,ma w,«w•r xm.m w a.v„w*.*wa a,a x.,e .., rtiaaa.a-wo•naso«,.ra wwen+tw 'r«aar«w,r•.r«„m,..H«ww.x.,•.w+,•+%aa%�u sr,x«w - s%r<aa.,xy¢e%"1 r�,+�,s, - s>�.m,•a.rw«+•-,rrrar..aus.ra•a,�-w.�+.m WIND ZONE CONSTRUCTION N TE 4r RW Ne«vrx,s f¢xxa w.e,afa ffi%rw an M P%ro-q,wen .--, � i •R'9«,umrt mk yr are,M:,*%•,»4 as a.%aMt vn.n r«xy r . yr„seawrrcn%ewrmmlk%R.w+Mar�V.M,m.mmb Y,4 I .P«M maM%.ra:n+xuN.baama vHbd W x:•%aM.g. 1 . ar«nrawnvrerfies:aa«%+•Jnw'a ( •196.ao W%�a ^s vu`•o"�suuxKW'a'✓ 1. GENERAL: ALL WORK TO BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODE,AND +swar>.o-a*a%+rz:.,..aa.za%K,%e«.m>«.uw%+Hs» i e«a»h -n, a«•-.,.,.mss REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. fba"X«'f fw+lfrseN x,mw%T Gwt«.«aY.tC A.:wav'% € 1 W ow�ias».a.,*n ssr..,-F� •,,.a...«s•.»w'ww...«,,.,.as.*,,,.. ( ,,,, .'„°�,,,,„,•„,. r,,,�,,,,,a 2. ALL ELEMENTS OF THE PROJECT WILL BE DESIGNED AND BUILT TO WITHSTAND 120 MPH WIND e aw a..wo•,aw,w or.«a :onwsnr t «.'a%w'.c.,.:,w"`.a.+sem., .. xir�-.�a.,+a�+r.•�a,..«n.�a«.e°«aaa I " '� CONDITIONS. 3 CT FRAMING F ALROOFS,FLOOR WALLSOPENINGS AND WINDOWS I COSTRUCT ON AREA WILL BE SECURED TO THE FOUNDATION DIRECTLY,OR VIA CONNECTION .w:•cne.�wa�.,%a..w,.,»-r ea..a+.aH.»- rx-armv .r,,ran`».;»»-- .. .. .... . ., .. _, ..., .. .... ...... ........... .__..........._._-.......... .....,........... .. ._,� ..tea en,> ea.+n aa%ra«..meapn rtsro..r• �!`,Y°F." »kv rm»ses,x x`+m 1k TO EXISTING WALL FRAMING-REINFORCED AS REQUIRED-BY TESTED AND RATED STRAPPING,BOLTING ETC DOWN TO THE FOUNDATION. s«a.as mu:a.a«a sri«s.aa.:s ram•::s•ra+`u,,aua w a%w»«w,rwir w•a«.%+•v w.a.w«wr.«„aa.aw,:w.%% `= i ","°°""`"M. .a%�'�a.r'"".'"�»%�,a� ,xW r�,»«n«,rMrefl%+br%..n�',#iC,•:> € i �•"'+u IIYbaK itl s4RK•C.K�?%Mrt.Wa'?s%�T8 d ri'-uc%+vo t: ry i�4pan 6 m�i% j {{[ �H 4fW.+DNpX 'RNf NK.rk M1%ail r. . .,» PLUMBING RISER DIAGRAM : a�. No DESCRIPTION DATE ",,,, PLUMBING WASTE GAS c `v.�-+mss w.,: s I { - nn•cs.n:.r.r�m. 4"VENT sww w wewr,�•<�.w«i+»wea+wi«n»maa.w+% st ays%„s,««..w,.. r.„x«rte •..«..r..»•. ? o-•%•,sr»-»` ,• `e.wew..rum dmrr..a%.rata.us+«am,«na a•.w «%rnaN>.nun ` ROOF a..•�n.nov' 'awwwo-ara.a+uwd,.•aw Wa'�r %w, i 3 'r>-** .ana.,e ..,.„,«.m.m•.«.:...g e,w•wa«w%wa%,.ra«w wag m«%may Ma*� »w, EXISTING BATH wKITCHEN NEW BATH UNDER SEPARATE PERMIT KITCHEN mxttra.. ""'^"HAY"°'abis1n b'DY•"'°'6a" RE- RE- RE- RE- RE-PLACE REPLACE NEWGAS •>. .^a.w•n..�g h«+•.,'u^m Ir: �yy; a..w PLACE PLACE PLACE PLACE DISH NEW NEW NEW NEW ;aw..wvmw,,«e�.a%•w+r,aarws+•w OSP GAS RANGE DRYER TUB LAV TOILET SINK WASHER TOILET LAV SHOWER WASHER EXT 314" DRAIN p" 2' p s�za%m„«a.,o«.a%s.«x,swa mua%«.a.va%,,da, i .::.•,•>so..:s.:, 1st FL Ba _ _ .««,a,**swwe',,,...wa,.«%,«•>a°a,wag..av a«,,a%xicn, a ,a%a 2" 1" .«,M,r,ef,w.a'a»eawu r«nxx,.waraz..'2".W, r.•, .,aw,o evov°s-wa.'r..,,,✓mn rv« `a"" caa«n e.r«au, w%.« vaxus«,r rv,+ara. anl.,..........,..,........,,_..,,..,,....,..................,..,.....,.,...,.........................,.......,,...,......,..,,........,,._„�._,_ ...,.,..,..., ..,...,.. ��t4„ EXISTING GAS TANK.,w.ass.%,.a.s c+rea.rr,.•w%� % a. r ^ :E:->,.y:,, g,�«. o'w. .re%%,�."m%+�' t�.,a>: ss ;°ry •"s',y s"�5�.;%ii;;£''sa.w.rr ..,a,+,. wQ»ra%w wr.aTO REMAIN CELLAR-NO WORK P+.Ma%Wm4ia«.aM®� dp nsrw « ^'u, x` t j ;"':-g •,;- w%.m«ca -w wr 4" SEPTIC TANK FIRM OW r,•?r, � �.;��� �t�.; 750 THREE WATERS LN , sit^ Nx�g„•,y -�,��>„�.= a a �` A-" �>%�s--v:r; •>,. y,',= It'�_i,'rT*S "•, ,,f:, ,r �'k ;,k, ""� '.3�;. ;;l rJrc, tr 1, RS"datHSXA,tO'fiac dt, 3sO8ti i t DIEZ GRAZIANO RESIDENCE ,_,...,, .s •�""rs;-- .d>,, ;-"" ;;ruPt Project number 1504 ..',"s$,i. „d' ✓xY'„'.y,'x-4:-jr" 'rt:b:4f ' `' ,�Nv`,"„ -.F" u.�s% i ..< ,..�.a,�`°„''✓•s.;a�g. .qy!°: ".re<,:µ �Wigg,. _ ` .541fF I j 1.15.2016Date re"', i,", �* T' ffY#JV, e'`ay :-5,'f-s;::�'''';'<":� :,r..eaa.+a.w..z:er,.u•: �. oar y - g..5s ,.w:S#"�`'�K�`'.:..:.:...::: �'h s`�'S,�'R.,-, - % ,aaxa.:3a,:'>.,� f,:a;��..:�h:»�•,rsa�aa�'b s:. 4" •x %n' !:1�$`'>T- 1;°i q`j e6 q6^'CN+^*'.+', 4;3'✓,r �'«fY`�sa �k:^"'I +e!n•++«a a,�r..,.,, 5'`x;:`4°\. rte: &9:6. .,t ��,'..".-'i.•,., .t'1,-s'u _ ,... M7tlaC0686M1 COVER • ..,%Xf�.,'kreh, YTu.9ffix,,.A,..r,,.L:'�''J�" .�,�Y.».k f'I%K.F y'�"ET jj:..t4'i: j �X}� �.r�,p'7q;:. SFVZF3tatR�R.2Lm94#' �c;;."�';.;%meas,..€r«^s�t u+asvw«%aa•ce�} G -001 . 00 Scale 611= 1'-011 Seal and Signature F NEW Yo APR TO"07 s®m0 ETOF oy�a�Tol 65 Washington st 9d `' broaklyn, ny 11201 `" e ( LIGHTING LEGEND 720.239.2672 t I i a 646.395.1506 f 0 RECESSED LIGHT ® RECESSED LIGHT-DAMP RATED JAMES DEERKOWSKI P.E. O SURFACE MOUNTED CEILING LIGHT 260 DEER DRIVE MATTITUCK,NY 11952 VAULTED CEILINGTED TEL:(631)774-7355 CEILINGS IN 3 SEASON O PENDANT LIGHT ROOM- IEXPOSED BEAMS AND SHEATHING PAINTED UNDER CABINET LIGHT WHITE Consultant - � g WALL SCONCE-INTERIOR Address E±3 WALL SCONCE-EXTERIOR-WET RATED Address Phone ` I Fax 0 NEW DROPPED CEILING email so HARD WIRED SMOKE AND CO2 DETECTOR PER CODE I O m � 0 a LIGHTING FIXTURE SCHEDULE i MARK DESCRIPTION LAMP MFR MODEL # 0 O a',- n, ' VAULTED CEILINGS I SEE LF-01 RECESSED DOWN LIGHT LOW VOLTAGE HALOGEN WAC LIGHTING xTK-103-WT 23 ' & '''�•`'` STRUCTURAL FRAMING m 0 PLANS LF-02 RECESSED DOWN LIGHT(WET LOCATION) LOW VOLTAGE HALOGEN USAI STELLOS 3388 1 ® _ s LF-03 DECORATIVE PENDANT INCANDESCENT TBD TBD 2 �\ LF-04 SURFACE MOUNTED FIXTURE FLORESCENT TBD TBD 2 �` JAMB SVNITCHED LED t,. \. ( CLOSET LIGHTING LF-05 WALL SCONCE FLORESCENT TBD TBD 4 i — l..-.._... ............................................,::..:............:,.........;.:. ...:.....::..::..:.....:................;......................;.;.:.. ::...........:.::.......::.:.-......:......:::::.::::::::.::.:::.::.:::::::..::.::::::::::::::::::::::.::::::.::.. LF 06 EXTERIOR WALL SCONCE FLORECENT TBD TBD a ....................................... :..... ::.....::.:::::.:.::.:::.:::.::.::.::.:.:::::.:.:::.::.::.::::..::.:::.:::...::::..:::::.::.::.::.::..: 4 ..:.. .... ....::::::.....:::......::.::::.......::;;.::_:;:.:....:::.::::,,.. .... a I! };<:: ... ...,,::.....:... LF-07 UNDER-CABIENT LIGHT LED PHILIPS EW - : ...::::::::::.::::.:::::::::::::::::.:.:::::::::::::::::: :;::::;::::::: PROFILE 523 000026 4 a _:::; ::;::;..........::.............:.:::::::::::::::::::::.:::::::.::::::::::::::::::::::::::::.::::::.:::::::::::::::::::::......::::.. a m ® ...:.,..............: DROPPED CEILING a::s::t::::::.:::::::.:.. ........................... SHOWN SHADED Grand total: 40 ...... ...__. RECESSED LIGHTING PER SCHEDULE .::........::::::.:.:.::.. SC U ': Vit;;:......»:: r:;::.. ::: :> => :::i>: xs..............................................::.,:..::::::.......,...,:..:....:::::.....:,...,:,..:.::::..:::,:..::..:. _ — - - - ::::::.::: :<:..:>::: :_.: . :. 38 OF 40 SHALL BE HIGH EFFICACY LIGHT FIXTURES 95% ..................................................................................................................... ...... . -..:.:.::...............................::::.:,...........Z................::.........:.:::.:::.................:...........::.::::.:::::..:z....................: :.:::::..:..:.:..:..::.:::. :::. ..............................................................................................-........................................................................ _ RE E ED LI TIN C SS LIGHTING ';: `;i>: <'r i :: iii ...... #%i::>°:::.................................................: : ..: ; -: « :'=1 PER SCHEDULE EXISTING CEILINGS TO REMAIN REPLACE AND RELOCATE LIGHTING AS SHOWN-FILED UNDER SPEARATE PERMIT E T DAMP ED R/AT H O S OWER TRIM _:> ;; ...... .................... .. ... .... ..... . .... .......................... ................................................ =............x;x r i`..:::::::F:;.:; ;isi;;i; ;x.....:::; y:c ......:......<>::i<:i.... ..... .::; :.....::::::.: :.:: *SPECIAL NOTE: PROVIDE OUTLETS PER — - - CODE THROUGHOUT -ALLOW ADDITIONAL 10 CONVENIENCE OUTLETS IN BID -VERIFY LOCATION WITH CLIENT IN FIELD *SPECIAL NOTE: ALL SWITCHING AND COVER PLATES TO BE LUTRON DIVA SCREWLESS - 1 PROPOSED REFLECTED CEILIGN PLAN WHITE - PROVIDE DIMMER SWITCHES FOR ALL LIGHT LOCATIONS CHIMNEY TO REMAIN AS EXISTING EXISTING ROOF AND CEILIGN TO REMAIN - VERIFY OR INSTALL R-30 MIN INSULATION, NEW SHINGLES AND WATER PROOFING MEMBRANE EXTEND NEW ROOF STRUCTURE IN LINE AND FLUSH WITH EXISTING- INSTALL R-30 MIN INSULATION - - — — — — — — — — — — — — T.O.ROOF STRUCRTURL RIDGE SUPPORTED BY BUILT UP COLUMNS PER STRUCTURAL 1 NEW ROOF-SEE FRAMING PLANS - No DESCRIPTION DATE ( 1 ' R-30 MIN INSULATION I NEW RECESSED LIGHTING-SEE RCP- i ANY RECESSED LIGHTING IN THE THERMAL ENVALOPE TO BE SEALED PER I I CODE REQUIREMENTS SEE EN-002 71 71 — — CEILING U T-9" I I A-012 ' 1 I NEW WINDOWS 0.35 MAX U-FACTOR INSTALLED PER MANUFACTURER SPECIFICATIONS-SEE F7DETAILS FOR BALANCE OF NOTES � I i QE �� i 1 SEE INTERIOR ELEVATIONS FOR BATH DETAILS NEW FRAME WALL R-19 MIN INSULATION -SEE WALL SECTION FOR BALANCE OF NOTES 750 THREE WATERS LN. FIRST FLOOR FF ----- ---. — — — — — — R E - G AD DIEZ GRAZIANO RESIDENCE Project tuber I I P t nu I i i I j i NEW CRAWL SPACE Date 1504 1.15.2016 1 I I — NEW FOUNDATION AND FOOTING, R-11 T— CONTINUOUS INSULATION ON INTERIOR OF RCP BUILDING UILDIN �1 ....._�..-.__ ........................L.-.-�........._......_.��....-...-.-..--........._......._.._._.._I. - °•• � - G SECTION I— I I AOND WALLIOSECT ON OR BALANCE OF NOTES _ 77 —I °e n• °- —1 1 �t t=11 —til I� 1� t 11 1 t 1t 1 �t T.O.CELLAR SLAB, EN -001 . 0 0 I FM 7 51/2 Scale 1/4" NEW COLUMN AND SPREAD I I I III I I I I I I I II -1111 I I I I I I I I I I I I Iii III III I I I II II 1 1 I II II I I —Iii I FOOTING-SEE FOUNDATION PLAN eal a Signature NEW FOUNDATION AND FOOTING F, NEW YD ADJACENT TO EXISTING `P� )• Etr,- � EXISTING CRAWL SPACE TO REMAIN -VERIFY ���`'�y� OR INSTALL R-11 CONTINUOUS INSUALTION ON r �t-., ;`�4` w INTERIOR EXISTING CELLAR TO REMAIN AS EXISTING- ��,0 72�`��'/ VERIFY OR INSTALL R-11 CONTINUOUS INSULATION RO S�O� ON INTERIOR co co 2 PROPOSED BUILDING SECTION L 1/4"= 1'-0" 12 65 wEashington st gd brooklyn,ny 11201 I I C 720.283.2672 t 646.395.1506 f ecSoftwarestaler5.5.0Generated y R JChGCk- iSoftware �",U � , �, .,... ��� . Sr R�.#0 Foundation inspection ees? Comm 'nt ssu cans Complr datia spe Compl" s/A mpt �- r,>: /� � 4► Checklist 303.2,1 a Ex sed foundationI "ns a� u flan Ca fe w. i `Q m ! s p 'Except ion' .Re uirement<sapplicable. r not g. p a sr tq Rrr a JAMES D zS EERK W Vis: - F UDoes Not 0 SKI P.E. _ 011 protection.Ilan, , 3 SEASON ROOM FLOOR;All Woad jaistlrruss Over Uncond.Space 164 19.0 0.0 0.047 s Energy Code: 2010 New York Energy Conservation Construction Cody 260 DEER DRIVE `QNot Observable Requirements; 100.0%were addressed directly in the REScheck software UNot Appiicab€e TEL:(6 1)7 4- 35 52 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Tent in the"Comments/Assumptions`" column is provided by the user in the REScheck Requirements screen. For each 403.8 ;Snow melt controls, :QComplies ;Exception:Requirement is not applicable. TEL:(631)774-7355 Project 750 Three Waters lane' calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy requirement,the user certifies that a code requirement will be met and haw that is documented, or that an exception IF01212 QDoes Not Conservation Construction Code requirements In REScheck Version 5.5,0 and to comply with the mandatory requirements listed in is being claimed. Where compliance is itemized in a separate table,a reference to that table is provided. QNat Observahle; the REScheck Inspection Checklist, Energy Cade: 2010 New York Energy Conservation QNat Applicable ; Consultant j Sevtlan Additloriai Comments/Assam (loris: Lavation: Suffolk Cowin New York Name-Title Signature Rate Plans Verified .Field Verified Address # re-Inspection Review Complies? Comments/Assurriptions P Construction Type:; Siingle-family � Ike lLy value Value Address Project Type: Addition 103.2 (Construction drawings and 1;;, QComplies 'Requirement will be met, Phone Orientation; '1E31dg.faces 270 deg.from North IPR111 :documentation sufficiently QDoes Not Fax Climate Zone: 4 (5750 HDD) QNat Observable 4' !demonstrates energy code . Permit[late: compliance for the building a C1Not Applicable email :envelope. Permit Number:: 103,2,. Construction drawings and ........... ~QComplies :Requirement will be met. 403.7 'documentation sufficiently Cldoes Not Construction Site: Owner/Agent: Di6ttgndf/ContraCton IPR31' demonstrates energy code ,,[]Not Observable 750 Three Waters Lane compliance for lighting and Orient,New York 11957 mechanical systems,Systems ]Nat Applicable ; serving multiple dwelling units :must demonstrate compliance with the commercial code. t a 403.6 :Heating and cooling equipment is, Heating: ; Heating: ;©Complies ;Requirement will be met. r ^'" IPR212 sized per ACCA Manual S based Btu/hr t Btu/hr QDoes Not Compliance: 5.2%Batter Than Cade Maximum UA: 115 Your VA. 149 .The%setter ar worse ft+an Cade Endex rents hciw class to es5mpltarrce'(tae house is basest on codetrade-offrule•, on toads per ACCA Manual)or ; Coaling: j Cooling: $ itDOES NOT provide art estimateoferW9yuse orcost relatEvetoaminlmum-code home. ptherappraVedm@thad5, a Btu/hr Btu/hr []Notflb Applicable ; []Not Applicable { Add ltlomal Comments/Assumptions: ref: S-a�•�; -'Z s .t -its<` zww.0 WEST WALL:Wood Frame,161n.o.c. 452 1.9.0 0.0 4.060 a Orientation.Front "Window:Vinyl Frame,2 Pane wl Low-E 13 0.350 5, Orientation:Front SOUTH WALL:Wood Frame,161n.o.t.. 188 19.0 0,0 0,060 9 Orientation:Left side Window:Vinyl Frame,2 Pane wl I,aw�E 10 .4.350 4 Orientation:Left side Window:Vinyl Frame,2 Pane w/Low-E 13 0.350 5 Orientation:Left side Window:Vinyl Frame;2 Pane'w/Low-E 13 0,350 5 Orientation:Left side EAST WALL;Wood Frame,161n.o.c. 152 13.0 0.0 0,060 6 Orientation.Back Window:Vinyl Frame:2 Pane wl Low-E 12' '0350 4 Orientation, Back Window:Vinyl Frame,2 Pane wi Low-t 12 0,350 4 Orientation:Back Door:Glass 32 0.350 11 Orientation:Back NORTH WEST WALL:Wood Frame,16fri,o.c, 94 19.6 ;0.0 '0.060 6 Orientation:Right side CATHEDRAL.CELING:Cathedral 428 30.0 0,0 0,034 15 CRAWLSPACE:Solid Concrete or Masonry 477 0.0 21.0 0.071 19 Wall height:4,5' Depth below grade:4,0' I High Impact{Tier 1} 2 1 Medium Impact(Tier 2) 3 Low impact{Tier 3} 1 High Impact trier 1} 2 Medium impact tier 2} 3 Lam Impact(Tier 3) Insulation depth:'3.0` _. �" Project Title:750 Three Waters Lane Report date: 03/29/16 Project Title:750 Three Waters Lane Report date: 03129/16 Project Tittle: 750 Three Waters Lane Report date: 0.3129/16 Project Title: 750 Three Writers Lane Report date: 03/29/16 Data filename: Page 1 of 7 Data filename: Page 2 of 7 Data filen ane: Page 3 of 7 Data filename: Page 4 of 7 section. ctiori P p p Sectfort Mans Verified Field Verified Plarsts Verified Field 1lerifled 'Complies? Framing 1 Rough-in Inspection Comi»eats/Assure ions � lhsuls#ion ins factidrt Cpm lies? CommentsiAssum tions fatal Inspection Provisions d� «,.., Complies? Comments/.Assumptions hilae Value 'Value V�slue Gc lie .li»i _, _ Rei Irl Recl_lCt w :;".:;:.>: f 03.1 f 4 I �� — � 402.4.42010 N,evi York Fenestration that is not site built i>.;,'.<`:.:;.,;;:;,.:'.,,,:.-.;;'';;';:.;.;':;:":..-:.,;, .. .,...:- ";,:QCompl es ,Requirement will be met Al installed insulation labeled or QComplies ;Requrrernent will be met. 02.4.2, ;&iuiding envelope tightness ACH 50 ____ ACH 50 - ;QComplies Requirement will be met. _ ; meeting : .': ;-:;:..' :=:<%:'%;- :;;;:. 1 11N13 2 =installed R•values rovided. 402,4,2,1 °weifred b blower door test resulli IFR20] is listed and labeled as ClRoes Not ] p iQpoes Not x Y b©Does Not otionAAMANVDMAICSA 1411I,5:2/A440 IFI17] iarf5�lt;7 ACH at 50 Pa.This ;;QNot Observabte t .QNot Observable, 'ONot ObservableEnergy t t to per NFRC <rre uirement may instead be met r has infiltration rates , i Y p , i i QNat A licable' ,QNot Applicable 400 that da not exceed Cade •,, .:' :.: .'.;;..,, ,,�.:%'.:',.`. :;:>: -:.;:-',;-:; .;-r�<<,, PP pp'cable .= Ivria visual inspection,fn which ;(w]Not Applicable � Construction limits. ed to cue ve ification m e :- :: :;.;':.:'.'.:<' Additional Comments/Assumptions: l r may n ed recessed lighting fixtures`-'..';:..';: ',.;,- : QCom lies Requirement will be!met,- occur during insulation 402.4.5 IC-rat g g p q a Irri>pection. FR1i 'sealedat�housin 8nteriorfinish Q I ] g Does Not and labeled to indicate&it;=2,0 -: ;°;;:< ::; : ::>-.;:>;`: `::; .:;:.;,t 403,2.2 :CNct tightness via post- cfm cfm :QComplies ;Exception:All ducts and air Observable ,, ;cfm leakage at 75 Pa. 1F141ic:c€structifln with maximum ;CiDaes Not ;handlers are located within Qhlat Applicable hf, ;t�kage of 8 cfm to outdoors,or conditioned space. f []Not Observable i 11 C m across systems, Far 1 Requirement will be met Ca les 'Re u em nt I 4 1 ducts, "-Q r'n i 03,2.2 "All amts and seams of air act j t a f '' =rrou h4ntests verification maCerfificate y PP FRI3 air handlers,filter boxes,and r: 13 = g Y I ] Does Not , C1Nat Applicable i. meed to occur during Framing it in cavities a return a g g ;bud c E res used as 9Observable:,' Not _ �Q ,fmspectfan,with maximum -,ducts.are sealed. , �.:,.. -,QNat Applicable. 3 ,leakage of 6 cfm across systems r �,- auid 4 cfm without air handier, �:�• .,�'_: ,,....... . .... C1Com lies 'Requirement will be et. 403.2.9 BUEICIEn cavities are not Used as > y ri1 , ;•iia: °.i, l: a a< ,;'„ :^ =:<r"; �dzr t;`.`' ",;_�:'', ,,."...: 3 .. .,... .. ... ......:. . .... :: .' ,. .. ...' ... v«:&Ya-Yiv.9l ��a'urt ✓✓/,2 d.r�.41dh'#Sr?:K rl:'..fd I�R15i .ducts or plenums. _,... ,.. :. ,.<.........:........... -.-„,,., ,,,QDaes Not 403,1.1 .Piragrarnmable thermostats ©Complies ;Requirement will be met. � "✓"��” =r'" �� � a installed on forced air furnaces, ; Above-Grade Wall 19,00 Observable ; ©Dees Not x F19 ;. I'4R'] t _ .QNat Applicable Q pp a NatQbservable Below-Grade Wall 1'1.00 403,3 HVAC piping conveying fluids R- l R ^,QComplies 'Requirement will be met. _�... .. _QNot Applicable IFR1714 above 105$F or chilled fluids t f QDoes Nat 403.1,2 ;Heat pump thermostat installed QCam Iles ;Exce Ilan:R Floor 29,00 p p equirement is below 55 QF are Insulated to A-3, l f i IF11012 ton heat pumps. QDaes Not :not applicable. Ceiling/Roof 30,0A 44- ,QNat Observable ! QNot Applicable' j � '['Not Observable I u (un 403,4 :Circulating service hot water t R- R- ;QComplies 'Exception:Requirement is Not Applicable } j ,© Ductwork conditioned spaces}; J l; a .m. .':. No DESCRIPTION DATE FR18 'pipes are insulated to R-2, Q not applicable. 403,4 Circulating service hot mater ©Com lies I ] ;p p r?fles.Nat Pp g p iExceptlon:Requirement 1, IFlll}- -systems have automatic or ¢ ©Kaes Not :natappticable. F> ! t 'ONot tJbservablo., ;accessible manual controls, k Window 0.35 ;QNot Applicable' ' :QNot Observable 403. !Automaticor rani dos ars :: ';QCam Iles i e it a et, QNok Applicable Door 0,35 5gravity dampers :;`:;'' p IRequ rem nt will b m _.. _ _, ..,_........................ ...............<„ Z :installed an al outdoor air %!; 4 i1 f' FR19 i .:-•>Q 01,3 'Compliance certificate osted. QCam ties "'Requirement 1 ] will be met, �� ,r•> Does Not ; � i p < W B°9 ,intakes and exhausts. " . ...,. ,........ Ff7 � j ".. . . I 7 � Not ,. :: ........ . .. ... ......: Not Observable Q 1 b QDaes e e ClNat Applicable ©Nat observable Hating 5 st m: §.'. : ";QNotApplicable Additional Comments/Assumptions: 303,3 ¢__..... _ .....:...,.,.,_.,,,...., .. .:..,_,,,:,._.,_.,. <_ Cooling System: Manufacturer manuals for []Complies 'Requirement will be met. 3 IFI18] , .mechanical and water heating QRaes Not Water Neater: equipment have been provided, „= QNatObservable .' �;.,a:si'ss�„ ;]Not Applicable ' �— Nam Date: Additional Comments/Assumptions: Comments 750 THREE WATERS LN. DIEZ-GRAZIANO RESIDENCE Project number 1504 Date 1.15.2016 RESCHECK EN -002 . 00 1 Hi h tm act(Tier' 2 Medium Impact(Tier: 3 Low Im act(Tier 3 1 Hi him act mer 1} 2 Medium 1m act{Tier 2] 3 E Law Impart{Tier 3} 1 Hi h Im act trier 1 2 Medium impact(Ter 2) 3 Low impact(Tier 3) Scale 12"= 1'-0" g p pa p Cr } 9 P p J P } I _. p Project Title:750 Three Waters Lane Report date: 03129/16 Project Title:750 Three Waters Lane Report date: 03/29/16 Project Title: 750 Three Waters Lane Report date: 03/29/16 Seal and Signature Data filename: Page 5 of 7 Data filename: Page 6 of 7 Data filename: Page 7 of 7 tJF NEW Y DEL CO � . w �a• `O 2� \/ co Cn o CD N N M C��0OpdL uT0l 65 Washington st 9d braoklyn, ny 11201 d s I n I I c 720.289.2672 t 646"395"1506 f JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 Consultant Address Address Phone — — — — — — — — — — — — — — — — — — — — — — Fax o EXISTING SEPTIC LEACH e-mail FIELD TO REMAIN Z r SITE ANALYSIS AND STORM WATER MANAGEMENT: PROPOERTY LOCATION:750 THREE WATERS LN. 1 FAMILY DETATCHED RESIDENTIAL ORIENT POINT, NO CHANGE TO USE OR OCCUPANCY SOUTHOLD, NY 11957 LINE FROM SEPTIC TANK IN ' CELLAR EXISTING CONDITIONS: - ZONE: R-40(1 ACRE) 40,000 SF MIN. LOT SIZE LOT SIZE: 100'x125' = 12,500 SF EXISTING NON-COMPLIANT YARDS: (SEE SURVEY) o FRONT: 34' EXISTING NON-COMPLIANT C REAR: (FROM BACK OF GARAGE) 50'-7" COMPLIES NORTH SIDE: 27' COMPLIES SOUTH SIDE: 18' COMPLIES LOT COVERAGE: BY HABITABLE FLOOR AREA: (43'-2.5"x18'-4")+(14'-4.75"x14'0.75")= 994.6 SF BY GARAGE: (21'x11'-10) = 248.5 SF _ TOTAL BY BUILDINGS: (994.6+248.5) - 1,243 SF EXISTING SEPTIC (1243/12500) - 9.9%COVERAGE TANK TO REMAIN I _,` 5'-0" _ L BY CONCRETE PATIO: (28'-9.75"x14'-0.75") - 405 SF BY PERMIABLE DECK: (8'-4.5"x27'-0.75") = 227 SF r NEW 8' DIAMETER BY 3' BY GRAVEL DRIVEWAY: (53'-4.75"x11'-10") = 632 SF ,' t DEEP DRY WELLS-AT 27'-0" 42'-71/4" 15'-5" \ 15'-0" EACH CORNER OF HOUSE TOTAL BUILDING AREA: (1243+405+227) = 1,875 SF 20% MAX (1875/12500) = 15% COMPLIES 271-01/4" BUILDING HEIGHT: - 14'-3" 35' MAX 12'-0" ���-��\ � `y�, A010 COMPLIES i PROPOSED: -.._-_-------- -`---------- 6 -....--- -.._..--"- _... __..... ................. s.-__.. :......._...,. _...,... ......... NEW 8' DIAMIETER t BY 3' DEEP DRY ,\ i t\ --------------------- ---------------- YARDS: WELLS-AT EACH I \ / \ EXISTING WOOD DECK ON- --- -- -- STING ON-COMPLIANT FRONT: N CHANGE E XI N _.._____--".......__-._.__... _..__-.._.._...._.._.._... REAR: FROM BACK OF ADDITION 50' COMPLIES CORNER OF \ -- \ - - �L0 `---------`---------------`_GRADE TO REMAIN__---------__--"_..__.,-------_`-`-`---____.,_-_-....4 ( ) HOUSE .......................----........---.........-------------------------------................-_.._.._--..-___-...____________-_-_____.-_--..a � NORTH SIDE: NO CHANGE 27' COMPLIES SOUTH SIDE: 15' COMPLIES _.---- ,.,... — _- - - —' . .. -..-_-................._...-..._-.-.-.....-.__-_....._..--.".._._...........-..........._......---_.-.-------. I LOT COVERAGE: - --- - _ _..._.. BY ADDITION: (38'-4.75"x15'-5") = 592 SF EXISTING i z w j n I 1 STORY 1 EXISTING >O I TOTAL HABITABLE: (994.6+592) = 1,587 SF N j -- - FRAME OVER 1 STORY FRAME o w " (1587/12500) = 12.7%COVERAGE _ - CELLAR OVER CRAWL SPACE - Lli ;" BY CONCRETE PATIO: NO CHANGE = 405 SF Q Q U BY PERMIABLE DECK: NO CHANGE = 227 SF N i Q 8 A010 I _ i O d d O BY GRAVEL DRIVEWAY:(36'-7.5"x14'-9.5") - 541.7 SF REMOVE AND REPLACE i _ TOP LAYER EXISTING 0 I [If U) co TOTAL BUILDING AREA: (1587+405+227) = 2,219 SF 20% MAX ROOFING-NO CHANGE D_ O "' (2219/12500) = 17.75% COMPLIES TO FRAMING A-010 4 _ i O � Q ( i M, U) af D" U STOREM WATER MANAGEMENT: N �___ ________ ___ .r m I; TOTAL BUILDING AREA = 2.219 SF W j CALCULATION: 2219 x 2" RAINFALL/12" = 369.83 CU.FT. I > �.' 1 C.F. = 7.5 GALLONS I ( 369.83 C.F. x 7.5 GAL/C.F. = 2,773.72 GAL I H O LU N EXISTING CONCERETE PATIO I CAPACITY Q Q Q i �. ON GRADE TO REMAIN , - j I REQUIRED X U) OfD. 8' DIAMETER DRYWELL HAS 315 ` " W U_ U co 1:..::.:.:.:..... ..:...�. GALLONS PER VERTICAL FT I t :r CAPACITY -.....-._..--... -_...__ --- 0I -. --------------- .----_.--------- ".."....._.,......--....."--...-_ 5I 2773.72 GAL 315 GAL _7 T O TAL REQ.12'-0" NEW 8' DIAMETER BY 3' DEPTH DEEP DRY WELLS-AT EACH CORNER OF HOUSE PROPOSED 4 DRYWELL LOCATIONS NEW 8' DIAf1METER ► 141-43/411 _ No DESCRIPTION DATE t 28'-3 3/4" 3 J : _;.:,j14 -91/2';..',° ._: _; 1 \\ �/ 9.25 VERTICAL FT./4 - 2.25 BY 3' DEEP DRY DEEP EACH WELLS-AT EACH \ " , /~ CORNIER OF EXISTING GRAVEL PROPOSAL I I FOUR8 DIAMETER BY3 DEEP HIOUSE DRIVEWAY NO WORK DRYWELLS 4 x 315 C.F. PER VERTICAL FT x T= 3,780 C.F. �G ,f>;�-'%'���:'�;�%<•'-> -EXISTING GRAVEL-, CAPACITY COMPLIES co C � DRIVEWAYTO>% `'LIco :REMAIN r./ "r<`` , C.�ri '/•. /� /1 /tr/N /��` (jam '�>r �"/:>G✓ '>r Lii <>/i"<<J/'`'i <> - 750 THREE WATERS LN. Cir�`)l<i~i <<,➢r-'�'.�`.�r.� `i>r J yJr; j c" 1 DIEZ-GRAZIANO RESIDENCE j Project number 1504 " - — Date 1.15.2016 100'-0" SITE PLAN A-001 . 00 1 SITE PLAN Scale 1/8"= 1'-0" 1/8" = T-0" Seal and Signature F NEW y M Lp ROE 0 N N m ' ' -qmdllp,�] � oonx � ���-- ���_����-�-� D ' ' | | c � � ������������������ / 7zO�8m207ot r1l, SLAB ON GRADE n4�ogo1s0af JAMESDEERKUW3K P.E. [- - .... -.1 ....... .....I....�.....�-....-.--.--.. .... ....- - -- - - - - ---- - - � � ­­ - - � � � I - ­­.... _- ___ _ _­.... - � 28ODBBDRNE MATTTUC�NY110D TEL:(631)7��7355 �mm�� AUdmxu Address Phone Fax e-mail \ I � �'­!.I !I.;-7,�11�NX_�.,\_�� -\\_­�,\\-\ , - I I I \ ". - � - \__ \\_\_'11k1 -\\\\��" x � - _\ _\ - - --- - --- -_ 1-11 I I I I'll-- ­­ _ 11.1 - I P/1 \41 L'�- .-- ,,, �-I 11 �L,:,�/ �_ - /, - " , /' / 1 .4 1 . , ,E� — (F� .g - ­­ - �� _\\\\,\\_N\ \ A=\\ \�,, :�-".",-,-,,-"""�,�""'',/�l/"\"".,/,/", �/­ ", : S/N��LESTEP DECK PLATFORK8 4'-0"/ t" 31-0[1 71, 31-01, 6 1/21, 31-0" 711 31-01, 3" EXISTING SLIDING DOOR AND FIXED GLAZING TO REMAIN f . i ; . i 1�11 . . . I S . ! I o 9 EXISTING DECK TO REMAIN : � . , . . ; NEW SCREENS AND SHUTTERS ; i , , ! : I : -p i : ! ; i ,: - NEW DOUBLE HUNG WINDOWS-MAX U- ­---------------_-------,---.--.-,---�-,-.-----.-------------------------------------------------- --,-.---- 17 . . . I ; i i ! : FACTOR PER ENERGY ALAYSIS (TYPICAL) : i : !t : ! : i i I p 1 : � i i I . �- EXTERIOR WALL, WINDOWS AND TO CELLAR TO REMAIN . L I i I L___�; � 1 ! : . ; I . : . I i. - :\::� t , � . 7 : ; ; , . , : 1 �, 11 \�\\\�\\\\\\ : i 11 ___ -� I— - - , , � - Is --s\__-_\_-\, �_-_-\_,�`, ; - ! : ; t : � : 60 -\ \\\ _ -\�__ - p � : i . ; : : : , T \\ I I \ ; ! I ! I r ! - No DESCR|P�0N DATE - - _2�1___ - ___— I . co 1 4S (F� : � : : � : ! ! 1�d -1 FLOORING TOMATCH EXISTING INSTALLED PERK8ANUFACTURERSPEC|F|CAT|ONS 7�DTL]Q[�[ UU8T[C>C^ | N / .�W THREE||\L_L VV/� | \-|\^� �|�. LAUNDRY CLOSET VNTH REPLACEF|XTURES8 "=� rr S|DEBYS|DEVVASHER/6;AS ����----- LOCAT|ON NEW D|EZ'GRAZ|ANURES0ENCE . DRYER WITH VENT|NSTALLEDPERCODE Project number 1504 I I I :NEW DOUBLE HUNG WINDOWS- --L-77-7— I I . ! . I I : ! : ; ; i Date 115.2O1O NEVVBATH F|XURESAND FINISHES DEMOU�ONAND PROPOSED PLAN ' 11 I �I-----I— - ­. -.--- ---I----- ­­ - --- _ __ \ ; '' , 11 -11 .11 .,. � .1 . ­ ." ,� I , I I " I I I . ; ! I : ; � & co y��-002 . 00 ~K �K � �r � � K � I 11I i " ^ �� ~= m~� " �� �� - , I , 1- 1 . - I , 1.' '71 . 1 1 , 11� I I ; r i i I I , I , , , I � t5A I r Scale 1/4"= 1''8" NEVVDOUBLE HUNG VNNDOVVG- K�AXU'FACTORPER ENERGY ALAYS|S�YP|CAU F1 [71 T.O.ROOF — — — — — — — — — — T.O.ROOF 65 washington st 9d 14'-3" brooklyn, ny 1120; n I I c 720.280,2672 t 640.395,1505 f T.O.ROOF2 T0.ROOF2 10'-8" JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 — CEILINIIG — — — _ — — — — — -CEILING TEL:(631)774-7355 ' 7'-9 REMOVE EXISTING GARAGE � � EXISTING HOUSE TO REMAIN - Consultant I REPLACE SHINGESL Address / THROUGHOUT AND AIR VAPOR Address FFI BARRIER AS REQUIRED Phone TTT Fax TTTVERIFY OR INSTALL R-19 MIN. e-mail BATT INSULATION IN FRAME ` — — — — — FIRST FLOOR FIF — — FIRST FLOOR FF 0'-O)" 0'-0" — GRAD[E — GRADE 1 EXISTING WEST ELEVATION 3 EXISTING NORTH ELEVATION REMOVE GARAGE EXISTING ROOF TO REMAIN: REMOVE 2 AND REPLACE ASPHAUL',T SHINGLES N-00 EXISTING CHIMNEY AND VENT AND WATERPROOFING IUEMBRANE STACKS TO REMAIN NEW ROOF EXTENSION IIN LINE AND FLUSH WITH EXISTING-:SEE ADDITION ROOF BEYOND STRUCTURAL T.O.ROOF — — T.O.ROOF 14 -33 14'-3" i NEW ROOF-RAKES AND)TRIMS TO MATCH EXISTING-SEE VNALL SECTION AND STRUCTURAL T.O.ROOFS _T.O.IROOF2 10'-83" — — — — 10'-8" BUILT UP WOOD COLUM EXISTING ROOF-NEW ASPHAULT j SUPPORTS RIDGE SHINGLES AND WATER PROOFING NEW HEADER PER PLAN MEMBRANE — —CEILING CEILING --- -- 7'-R — — — — — — — — — 7._9.. L NEW GUTTERS THROUGIHOUT _ 1.0 BUILT UP WOOD COLUMS SUPPORT , REPLACE ALL EXISTING DOUBLE HEADER DOWN TO FOUMDATION HUNG WINOWS-0.35 MAX U- EITHER SIDE OF WINDOW �� �� FACTOR NEW 2 OVER 1 WINDOWS 0.35 MAX U- 0E REPLACE CEDAR SHINGLES AND \ FACTOR , AlRNAPOR BARRIER AS PROVIDER 19 MIN. INSULATION IN REQUIRED ` FRAME WALLS, SEE WALL SECTION ` — FIRST FLOOR FIF — — FIRST FLOOR FF 0 0'- , — 0, oil —GRADIE (GRADE VERIFY OR INSTALL R-19 MIN. REMOVE AND REPLACE SHINGLES ON BATT INSULATION IN FRAME 2 PROPOSED WEST ELEVATION FRONT FACING WALLS WITH H CLAPBOARD 4 PROPOSED NORTH ELEVATION WALLS SIDDING- PROVIDE AS REQUIRED 1/4" = V-0" AIR/VAPOR BARRIER PER',WALL SECTION EXISTING CHIMNEY TO REMAIN EXISTING CHIMNEY TO REMAIN EXISTING HOUSE TO REMAIN REMOVE AND REPLACE,�SPHAULT REPLACE EXISTING SHINGLES AND SHINGLES AND WATERPROOFING AIR/VAPOR BARRIER AS REQUIRED MEMBRANE TI.O.ROOF — — — — — — — — — — — — 14'-3° T.O. ROOF 14'-3" REMOVE EXISTING GARAGE T.Q.ROOF2 T.O.ROOF2 10'-8" I — — — — — 10'-8.. TTI T —"CEILING — — — — — — — — — 7 9 CEILING 7'-9" REMOVE AND REPLACE SHINGLES THROUGHOUT AND AIRNiAPOR BARRIER AS REQUIRED T-F]H T �I,I � j ® No DESCRIPTION DATE FIRST FLOOR FF 0'-0"� 1111111111 1 TT — FIRST FLOIOOR FOF — GRADE — — -11-51, GRADE -1'-5" EXISTING SLIDING DOORS TO REMAIN 5 EXISTING EAST ELEVATION REMOVE GARAGE 7 EXISTING SOUTH ELEVATION 1/4" = V-0" 2 N-00 NEW ROOF-SEE WALL SECTION AND STRUCTURAL PLANS- R-30 MIN. INSULATION ENLOSING INTERIOR SPACE 750 THREE WATERS LN. — T.O.ROOF — — T.O.ROOF 14'-3" DIEZ-GRAZIANO RESIDENCE LINE OF ENVALOPE BEHIND-EXTERIOR i WALLS AT 3 SEASON ROOM SHALL NOT Project number 1504 CONFORM TO INSULATION REQUIREMENTS i Date 1.15.2016 T.O.ROOF2 — T.O.ROOF2 10'-8" — — — — — — — — i — — — — 10'-8.1 i BUILDING ELEVATIONS i CEILING _ — CEILING 71 91, 7 -9 A010 . 00 1 i . f ��`� y � � . ,� R-19 MIN. INSULATION IN NEW Scale 1/4"= 1'-0" NEW DOUBLE HUNG WINDOWS ' �, FRAME ENCLOSING INTERIOR i �,, � / ; - , Seal and Signature 0.35 MAX U-FACTOR , SPACE l \` NEW SCREENED OPENINGS IN 3 BATT INUSLAT VERIFY OR INSTALL R-19 MIN. f FRAME WALLSION EXISTING / SEASON ROOM FIRST FLOOR FF _ _ FIRST FLOOR FF GRADE GRADE �:� co LR NEW DOUBLE HUNG WINDOWS 2�f' N NEW SCREENED OPENINGS IN TO MATCH -0.35 MAX U-FACTOR �� 0�� N 6 PROPOSED EAST ELEVATION 3 SEASON ROOM 8 PROPOSED SOUTH ELEVATION E_ 1/4"= 1'-0" U 1/4"= V-0" N m EXISTING ROOF TO REMAIN ROOF RIDGE VENT n NEW ROOF EXTENSION — HIGH WIND RATED RAFTER ��Ova �o9�0❑LPO� STRAPS AS REQUIRED BY LOCAL 65 Washington st sd CODE/TYP.- — — — — — — — — — T.O.ROOF 14'- brook!yn,ny 11201 I ! c 720.289.2572 t 3-18" LVL STRUCTURAL RIDGE BEAM 646.395.1506 f SUPPORTED BY POSTS COLUMNS PER STRUCTURAL FRAMING DRAWINGS I JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 EXISTING EXTERIOR WALL TO REMAIN TEL: (631)774-7355 Consultant Address Address Phone Fax e-mail NEW ROOF WITH NEW ASPHALT SHINGLES ICE AND WATER SHEILD MEMBRANE OVER SHEATHING MARINE OR EXTERIOR GRADE SHEATHING UNDER WATERPROOFING PROVIDE FIREBLOCKING AS REQUIRED PER CODE R30 BATT CAVITY INSULATION/TYP. @ ROOF INSULATION VENT BAFFLE CONTINUOUS FLASHING LAPS INTO GUTTER PAINTED GALVANIZED GUTTER TYP. HIGH WIND RATED RAFTER& JOIST STRAPS AS REQUIRED BY LOCAL CODE/TYP. PROVIDE CONTINUOUS ROOF CAVITY VENTING AS REQUIRED. TYP NEW HARDWOOD WINDOW CASING&SILL. — CONTINUOUS WINDOW HEAD FLASHING PAINT COLOR PER CLIENTS'SPEC.TBD OR DRIP CAP AND SEALING AS REQUIRED TO PREVENT WATER INFILTRATION NEW DOUBLE HUNG WINDOWS PER SCHEDULE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WINDOW/DOOR CASING PAINTED WITH EXTERIOR GRADE COATING PER OWNER'S SPEC. COLOR TBD WINDOW SILL AND SUB SILL SLOPED TOWARDS EXTERIOR WITH CONTINUOUS FLASHING OR DRIP EDGE AND SEALING SUFFICIENT TO PREVENT WATER INFILTRATION NEW CEDAR SHAKE SIDING.TYP CONTINUOUS AIR-VAPOR ON SHEATHING NEW HARDWOOD BASEBOARD. PAINT MARINE OR EXTERIOR GRADE COLOR PER CLIENTS'SPEC. TBD SHEATHING UNDER VAPOR BARRIER NEW HARDWOOD FLOORING R19 BATT CAVITY INSULATION/TYP. FIRST FLOOR FF 0' 0" 2X6 ACQ SILL PLATE/TYP. No DESCRIPTION DATE 5/8" DIA.ANCHOR BOLT W/3X3 2X6 ACQ SILL PLATE/TYP. CONTINUOUS#4 REBAR SQUARE WASHER AND NUT/TYP. COPPER-COATED TERMITE GRADE TO SLOPE AWAY FROM BUILDING - - _ - ` - COPPER-COATED TERMITE SHIELD FLASHING OVER — — — — SILL SILL @SILL PLATE— — — — — a — — GRADE SHIELD FLASHING OVER - r SILL SILL @ SILL PLATE -l'-5" 5/8" DIA.ANCHOR BOLT W/3X3 —I `-" SQUARE WASHER AND NUT/TYP. CONTINUOUS#4 REBAR — a NEW CONCRETE FOUNDATION WALL BITUMINOUS WATERPROOFING & PROTECTION BOARD @ NEW FOUNDATION - NEW FOUNDATION WALL TO BE PINNED VAPOR PERMEABLE RIGIDWALL& FOOTING-CONTRACTOR TO TO EXISTING FOUNDATION W/#5 REBAR INSULATION °�, . - PROVIDE ADDITIONAL FOUNDATION DRILLED&WALL @ 2'-0"O.C.ED INTO THE EXISTING _ - WATERPROOFING AND DRAINAGE DESIGN 750 THREE WATERS LN. <a Qm _ EXTERIOR FACE OF EXISTING — VERIFY CLEAN, FREE-DRAINING BACKFILL- � - — — FOUNDATION TO BE USED AS CONTINUOUS MEMBRANE VAPOR BARRIER CONTRACTOR TO PROVIDE SOIL TESTING — TO AND DRAINAGE DESIGN DIEZ-GRAZIANO RESIDENCE @ CRAWLSPACE FLOOR SURFACE FORMWORK FOR NEW FOUNDATION w — e _ - - - - - WALL Project number 1504 III I tr6, = 2X4 KEYWAY& BETONITE WATERSTOP Date 1.15.2016 NEW CAST IN PLACE CONCRETE FOOTING. a WALL SECTION i 2X4 KEYWAY& BETONITE WATERSTOP _ I FILTER FABRIC j I a"', I COMPACTED CLEAN FILL q a °" a NEW FOOTING EXTENSION @NEW - CONTINUOUS PERFORATED PIPE TO DRAIN TO A-01 2 . 0 0 — ' o o PITCH AS REQUIRED TO FOUNDATION WALL ADJACENT TO D PROVIDE ADAQ ATEDRAINAGE AWAY FROM Scale EXISTING FOUNDATION WALL. I FOOTING AND FOUNDATION -CONTRACTOR TO CONTINUOUS#4 REBAR. MINIMUM 2" PROVIDE DRAINAGE DESIGN Seal and Si nature — CONCRETE COVERAGE @REBAR/TYP. °a'- a, — 9 ° 1 = - COURSE GRAVEL SUFFICIENT TO ENSURE PROPER DRAINAGE AWAY FROM FOUNDATION 1 14„— — AND FOOTING-CONTRACTOR TO PROVIDE �F NEW y0 ADDITIONAL DRAINAGE DESIGN —� CO CONTINUOUS#4 REBAR. 2”MINIMUM ��5 "r CONCRETE COVERAGE/TYP. No 0 PROPOSED WALL SECTION OFES ' - �_ L O 1"= 1'-0" `V N - m Elc)'T] 0 O'D yol �p� 65 washinrton st 9d brookiyn,ny 11201 j (��fi 720.26'.2672 t NEW EXTERIOR WALLS TO BE 2X6 FRAME GWB PAINTED PER 646.395,1505 If SCHEDULE TYPICAL HEAD MOLDING V 3/4" VARIES 5/8" CAPS TRIM 3/4" GWB PAINTED PER SCHEDULE JAMES DEERKOWSKI P.E. NEW CEDAR SHINGLES I r GWB PAINTED PER SCHEDULE 260 DEER DRIVE WATERPROOF-BREATHABLE MEMBRANE MATTITUCK,NY 11952 UNDER CLAPBOARD-MEMBRANE LAPS OVER WINDOW FLASHING f TEL:(631)774-7355 EXTERIOR SHEETHING TO BE MARINE OR EXTERIOR GRADE PLYWOOD f 1/2" HIGH DENSITY INSULATION-MIN R-VALUE P PER ENERGY ANALYSISConsultant 3/4" TYPICAL TRIM OFFSET FROM HEAD TRIM OFFSET FROM Address DOOR JAMB AS SHOWN WINDOW HEADER v3/4DOOR JAMB AS SHOWN Address 1 NON-COMBUSTABLE SOUND-DAMPENING MATCH EXISTING BASE Phone BATT INSULATION FILLS FOR CAVITY SPACE Fax > e-mail � GWB. EACH SIDE FINISHED PER SCHEDULE CONTINUOUS LCC FLASHING _�. FRAMING AT 16"O.C. FINISHED FLOOR PER TYPICAL DOOR SCHEDULE TYPICAL DOOR ROUGH OPENING PREPARED ALL SIDES WITH LIQUID EXISTING SUB FLOOR APPLIED FLASHING COMPOUND SUCH AS PROSOCO i- GUARD FASTFLASH(STPE)INSTALLED PER MANUFACTURER SPECIFICATIONS TYP. 2 TYPICAL NON-RATED INTERIOR PARTITION TYPICAL BASE DETAIL TYPICAL DOOR JAMB TYPICAL DOOR HEAD 5 3"= 1'-0" U 3" = 1'-0" Y 3"= 1'-0" WIN. INSET NEW DOUBLE HUNG INSULATED GLASS WINDOW WIHT LOW-E COATI NGINSTALLED PER MANUFACTURER 4"STEEL STUD BRACED TO SPECIFICATIONS-MIN U-FACTOR PER ENERGY STRUCTURE ABOVE ANALYSIS NEW WINDOW TRIMS PAINTED PER p° 4"STEEL STUD AT 12"O.C. SITE PAINTED SHELF SCHEDULE-VERIFY PROFILE AND FINISH hyo WITH CLIENT BRACED TO STRUCTURE ABOVE CONTINUOUS COLOR MATCHED MTL, CLIP AND FURRING CHANNEL VARIES-VIF MITERED FRONT LIP SEALANT AND BACKER ROD AT JOINT ROUGH OPENING PREPARED-ALL SIDES-WITH LIQUID APPLIED FLASHING COMPOUND SUCH AS PROSOCO R- \ I I GUARD FASTFLASH(STPE) \ \ I I SILL SLOPES AWAY FROM WINDOW - OPENING (V -COS \ I N \ \ I END CAPS WHEN EXPOSED CONTINUOUS LCC FLASHING \ \ AND INTERMEDIATE SUPORTS AS REQUIRED FOR STIFFNESS NEW CEDAR SHINGLES f MTL. I WATERPROOF-BREATHABLE MEMBRANE f I I HANGER UNDER CLAPBOARD 3/4" 1/2" \ CHROME HANG BAR EXTERIOR SHEETHING TO BE MARINE OR I GWB EXTERIOR GRADE PLYWOOD I _ I BACK SUPPORT AS REQUIRED HIGH DENSITY INSULATION-MIN R-VALUE PER ENERGY ANALYSIS I — — — — — I MTL. CORNER BEAD PROVIDE BLOCKING INTERIOR GWB PAINTED PER SCHEDULE- fBEHIND GWB AS VERIFY COLOR AND FINISH WITH CLIENT I TO SU PORT SHELVES REQUIRED I 1 TYPICAL EXTERIOR WALL SECTION AT WINDOW 6 TYPICAL DROPPED CEILING AND SOFFIT DETAIL TYPICAL SHELF AND HANG BAR 3"— 1'-0" 3"= 1'-0" 3"= V-0" 4 1/2" VERIFYAVAILABLE DEPTH IN FIELD TILE PER SCHEDULE OVER POLYMER-MODIFIED THINSET i CONTINUOUS WATERPROOFING CEMENT BOARD MEMBRANE BEHIND NICHE 6 MIL POLY WATERPROOFING TILE DRAIN COVER MEMBRANE INSTALLED PER INSTALLED 1/16"BIELOW MANUFACTURER SPECS LAPS SHOWER FINISH PIER GWB PAINTED PER INTO SHOWER PAN MANUFACTURERS SPECS SCHEDULE BUILT UP CURB WITH TILE EDGE TRIM BY SEAMLESS VINYL PAN: (40 MIL FINISHES PER SCHLUSHEET WORKED INTO SCHEDULE PENCIL N OR CORNERS(PER co � PENCIL LINER MANUFACTURER)WRAPS UP FINISH FLOOR WALL AND INTO DRAIN COLLAR a r.:, : PER SCHEDULE THINSET TILE CAULK PER SCHEDULE I CEMENT BOARD 5 PIECES STONE NICHE- BOTTOM POLYMER-MODIFIED PER SCHEDULE MESH STEEL REINFORCED _ __ _� THINSET TILE d.A PIECE SLIGHTLY SLOPES TOWARDS MORTAR BED SLOPED 1/8 OUTSIDE PER FT.TO DRAIN SEAMLESS VINYL PAN: (40 MIL LIQUID APPLIED MONOLITHIC 411 SHEET WORKED INTO WATERPROOFING MEMBRANE CORNERS (PER COVERERS ENTIRE FLOOR AREA,WRAPS PEA GRAVEL AROUND MANUFACTURER)(WRAPS UPI SIX INCHES MINIMUM UP ALL WALLS AND WEEP HOLES WALL AND INTO DRAIN COLLAR I L - 2-PIECE CLAMPING DRAIN TIES INTO DOOR SADDLE LL-- INSTALLED PER No DESCRIPTION DATE MANUFACTURER "NOTE:ALL DRAINS AND WATERPROOFING MEMBRANES SPECIFICATIONS SHALL BE WATER TESTED FOR A MINIMUM OF 24 HOURS TO ENSURE THERE ARE NO LEAKS. TEST SHALL BE COORDINATED WITH AND REVIWED BY OWNER AND TILE(PER SCHEDULE LICENSED PROFESSIONAL OF RECORD I 8 SHOWER TUB RECESS DETAIL SHOWER GRAIN AND CURB ( TYPICAL BATHROOM BASE DETAIL 3"= 1'-0" 3" = 1'-0" 3" = 1'-0" SEAMLESS LEAD SHOWER PAN. LEAD TO BE 6 LBS/SF COMMON TILE PER SCHEDULE PIG LEAD WORKED INTO CORNERS- NOT CUT. 24 HOUR LEAK TEST TO BE PERFORMED BEFORE WORK CAN PROCEED COLOR WONTRADERBOARD PAINTED TO PREVENT ER 750 THREE WATERS LN. SEAMLESS LEAD SHOWER PAN. LEAD TO BE 6 LBS/SF COMMON WATERPROOFING MEMBRANE PIG LEAD WORKED INTO CORNERS- NOT CUT. 24 HOUR LEAK 11/2"TEMPERED GLASS DOOR HINGE PER SCHEDULE TEST TO BE PERFORMED BEFORE WORK CAN PROCEED INTEGRAL TUB DECK 4„ DIEZ-GRAZIANO RESIDENCE 3/4"CAESAR STONE SLAB 4" 3/4"CAESAR STONE SLAB WITH RECESSED CHANNEL FOR 1/2"TEMPERED GLASS ENCLOSURE Project number 1504 SEAMLESS Date 1.15.2016 TILE TO MATCH WALLS OVER WONDERBOARD c TUB PER SCHEDULE WATERPROOF FINISH PER SCHEDULE OVER SEAMLESS LEAD WRAPS OVER TOP OF CURB iz (PAN _ INTEGRAL TUB SKIRT TYPICAL DETAILS �r TILE TO MATCH WALLS OVER WONDERBOARD WATERPROOF FINISH PER SCHEDULE OVER PAN _XXFINISH FLOORING PER SCHEDULE A 050 . 00 THINSET TILE PER SCHEDULE Scale 3" WATERPROOFING MEMBRANE Seal and Signature UNDER TUB AND FINISH FLOORING EXISTING SUBFLOOR EXISTING SUBFLOOR SLOPE TO DRAIN SLOPE TO DRAIN Q NEW y'O 11 SHOWER DOOR SILL @ BUILT UP CURB 12 FIXED GLASS PANEL @ BUILT UP CURB 13 DROP IN TUB SECTION EE�KU'Q� 3"= 1'-0" 3" = 1'-0" cc, w C� i 9 b 1 a F2 o OF ` 0 N N m L Ll __JQ 65 washington st 9d brooklyn,ny 11201 e s g n I I C 720.289.2672 t 646,395.1506 f ,GENERAL NOTE5: . JAMES DEERKOWSKI P.E. DE5IGN LOAD CALCULATIM45 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 UWTF f 0A05 (47- %VJ11`A�V',A, Uo --.MLY D15TR D MP t, _f) The inf0mvtio" t" thm"s'ct of con5tructitan 4=mchts, M' to relatp, bavc,desioan ELECTRI n con CAL N 00%Tf-5 intent a d f0smi cletar(15, They,are ftendrd-os,o 15tructio�n ald,,'n'ot,25�a D I-CC EXIF for e3cnerafty a' cceptexi OX*J 1;wldj n r practice and are in com. rliance wf� Consultant Address curm;nt Ne W, Y0*'5t,a,te: bOltd1ril Cot!C5, , TJ$e contractor t-s re5porai7lr, for All electnavo�to be 50ARD 090 fIRE UNDERYMTERS approved and to mclude ATUC!5Vl T 5TORAGC 30 Address provt6inc3 stark1,,4,r0C6n5t(jictiiort tiCtall.54nd prPC-Murts to, er,5vre a rmfes:5tooally srr!�Watior of hxture!�i t as indic-ated on pLarl5. U ht f9ftres to tte 5'uprl1C4 17Y C5 !M` �-75TORAGt 40 Phone ATT1*_ V1111 f I M 1�0 1'ed , Oct&rail Y, Fax �owndr a '4�5 5? nd iin:�talled by contractor. :GM_ outletn required at l7ptbroPT5 ancl aterior .arcn. In5tall tl At'r 5�xrp.f,. (>0 e-mail R"', W: ,;24 outldt6 as per co4c. , All 16 to be, dore, in strict accordance with the New York 5tatc Code LEE 4 Getvral 06ttractor to coori4in' a"te all soJ:l�_c6n' ,t`r'a` Sco'-'heduli" Or work an'4 0 lleen$ed clectmcian.: AR new switches f- otitli!�t5 to bc l_ev)bon, !standard, 5upplied f- installed :interactlm between tradc!�'. �Y,�=tractar., Contriictor to do�all hook-W5 'a5 required for, l7athroo m5. GPUTtRY-i f0f;k CAICVLATION OF, DEW) 1,0AD A UAL 'd !,/t"G1`1T5 Of MATtKAL5, Rtf-1KLG1'NC,t0 V,YAJ�k The.contractor t5 rcsvorn5ibte-f6r.�ers6hr* that�all Work OM , cbristrucion mea!� , ARO'ITT rC,7VRAL'GPAr1 C DTANDARD5 etd' FRAMINGNOTE5 ' as P" iot of be 5P,Vc4'=tton5 for, s, b ,l' "51 e�d,� a t 'thl U141lig Man. , Ail lumt�zr is to be Douglas fir #2 .,&,M b�etter of. I G" on centeer , "'�CLft 5`40W LOAD 745 U' f constrvCt.�Or#.,a corodi6on ex!�t5 whicb. dr5al ree5'.Wth,tl�at 4s indic-.4-ad on th=' c contractor:r-h�ll 5th ,Wo�k and riCtil.lr 'y tfle' e6ligner , AN V=6 framingkri Clartact With Wncrete or irnasonry 1!5 to be. pre5i5ure treatzed. 'ACQde5tjnjton the d4iojineex- ;mmedi ate ty. 'Should he ioil to follow fht:5 proce.�6 ' -,and (51MIX" rdtl!175 to curreat wood standarrJ,5 a.i4 5hall take, the place of 'CCA� -Sir �85_W,M­d, all respCM51bility and D' ,NCATEWRY r"nensi, �,c to t;`C', i1i accor'dance vAtb the lm^ qacturerls $;::�4CIfic:atjon Include M5 tak,, DRAWING5 5 al� d, 15hal we!> squosh Stiifeirlem at bearing pot-*5 on arrdcns an4 other. loae k7ear=j area.5 The, CID 20 rn , , ,, ''" , , �`­ "' ­ , , ' ' . I I --- ---- I 3", r hati. not,becrl' croacmd for'can5tructorl 5upem5fon and as5umes w, EX F0 C AT f COPY, for, aohst�uajo,nl C,40rdirtattn, 4, %t*,the-_pc plans,', n5ibility,for Structural 5beel A!5TM A3G - J`Y 3G ?�51 nor resp7o a4re!5 or. or 5aftcy c,on5tri)d6n or proce nd rro4j rams ITI'Wrl nCCt!on[' W-ththe��WOrk llrkilCate'd. Th,ere 4m,"n to 1:)egalvarved. VC5)9rjtezi ccorectom-i, 5trap.5, CLIMATIC AND GEOG,RAPHIC DE51GN CRITERIA, All 5traps' , conriector5,pl3tes, bolts, r 0.5, etc, are in, Xrr plan'6, by 51mp,50 unfe '' 6t�erwi:�c iMtcwted. All ommextom r;;, P5 to t�c 6ej'o' on es "Virig IN '45 am, my rt .55 tra etc. are F Fr 0 CIT L I N,U L F71 11 ,T1a1lecVbio!tC4 ini a=ordance mth the rnarwfad�jrcr5 m d th :5:1 6ke"d6ecto­M, ��t �an 4 0 tX R ATI- 0 11 A Vr no�.iinter�6mimq 5m om. venf�W, t, lo�wl cdde ' tdili�' 'on .90 flo arld ,in earch b��o' h", I "' , , , - 70 PAOD'RATE DECAY ilrao[viremett5 ant per _9ectio' n R317 New' York'state Re61der.ft*,Con!5trU6ton' t6de� 6 to lae AG type plywooelp tcnc3u�c zjroovc aind !5�iall be gjlv-,-d a-6 5crewed to &117ER DE:511,'2tN TEVF. J Install tart7o.n." M,066ndell dete 6tiors as per,00dc. the f! r j 'is" JGI o.c. cd�es 4_1 21 ox, fielci) 00 0 �15 V7 5"ICLD W`J�DTR- N5,F f P,V A14 U F A C 7 U�t LAY111M F!11Q'1U1U 11PI i [ON515iAT .,TOUNDATION -NOTM' Ck CAI 1115 0 5oNfOo I 'be instiIifie6 every &-G1,ma% x..vr mief. 5pan of a4 11111oorjot,& �to with 5par5 exce-eding J'r-1_00,r) IIIA7,AF�D,5 "'J''Is -to 171* tall&i at aQ point load bcarmg pmnts. Ge'r4ral contrac'tor W ravitw,pbris, 614vaticxi.5 and 'detaiil!p td'd6terMine,. TABLE R30 I X Dfftf�:T 10N Of-5TR,.LJ,`,_TUKAL MUAEEU.!�_ ALL0V,,1APjJ_r 43 5 Al ,W in"t6 bcarmej" gacitv of`1,5'�ton!Vs Jt fextemor wall headers to be, 2- LVU5-a:5 in&cated on 400r'pljn� 4"5ecti=5 and ali interior o un i i5tu VULECTION 5TRUCTURAL MEM5EP, ALLOWAIRF headers ar'e,,to 1�& 2-,2" x 8'_-unle56 othehAA!ie,- All headers exce.6dvrij 5�-Cf 5hall fave a dbuble :C666rete 5hall be FC #-- :3.500 M, I @ 26 4ay!5 jack !stW with vtor v"Cie cicluble !�111 platz ., .a sing!e k1ru3 15tud 4 orl ext wal 5 pro typi c a, 1). whA r 31 i 2 vvif h no �Nr ................. tz> r;,ifir-r5i Co 40 6e eravej fill ri, M�th, -T -de irm0tati6n 17affle5 eave v�erit5 b�etweeiq rafte ' 15 r 0 .0 mimum, 11 wet4M wire',"sh rovi 21" r5 and 5offit vert5 a5 indicated 01tervce, wal, t to b' placed on G mil e.,va or '6rner,� W�Iejed,w' re Mc5fi iii!11,10 L70 f7laced M tha:toip third of the'61tal:�'ani? is to t;6 Am U2AO AN cltter ,�, ,acit,quatefy 51upp7crted by rreaa5t concrete,17a r­%pports to a--itiu-r ei that the, r'ei nf orcern&.it a5hir; oos walb. I to �i adequately in:5taJa4 at 0 conncction5 bet, r f Is held In, position".dur' lilaq concrete plaicement and fin,.,5htn&3`� chi n �,an4 pen&.rations as reowred L?y approved constrr-tion practi"5. &.y_9. projection! U240 praftorm 5 e wa_5.,U5 FLOOK�FLAN NOTE5.: 1:5 to.�Pe cut '1/24 bctbwthe'51ai�,,surface and the result-imejoin' t os,tobe filled Fxtp, r W.-I 6 - wi l"e, lom�45 wtfi U4 PO mtb An clasticmeric'Jol nt.5ealant.­ take e drzmnzj5, 00 NOT5C&I F DRAWING.5' prezedent over 5"� "M 4teneral.cont'ractor to in5tall ,op_r_t4!!X ( or copper s e. r1ove gy5pusm boarel with metal wrner reinforcinq. All TA5LE 3.4 'Or"IM050mry 5U rfacc5, 55!a 17116'i'l W:NU ED,FION WOOD FKAMF All interior wall.15 to b' red. with TA13LE 37 P1.00ucit:5. wcf udiM gyp5um board, 5crew, joint cornpound, tape5 4 trim 5hall be U.5� 1 .0,95 55C t11%GH MUD Co�� ora vvej equall.''.-AX Jointeishail re-,meve 3 coat!3 of Joint tr&atment. 5and firial 0ONSTRUCTION' ImAN%)A�' '5FACING I,G,,O,C; FIP VIA-r-TER amp, wa n us oti --Fouindati6ti , -YFSUM J, D ro6f,e:4crior"of f6unda�6, n C Cc rR3 120 rtsTMT W1ND_9F11.X'Q coat to a vniforr, 5m'ooth surface, All walls.,cietlinq and interior of cJo5cts to tl�e tapm and ,exczAttdn ,t!�`,'rpt 16 be prt&t6'thc in5tallation,of th 'Poor fra' rrar 5packled. 3 coats. ready ROOF F1,TCH ROOF _5FAN_ '_ 'Roof ROO r-, NUM13ER OF for raint* t 2 20 Z5 3G FITCH 5PAN fft) N&I L5,', LUMBING, 5 —No DESCRIPTION DATE h VA_-G"N 0TE5* aid lhstalUtmon llocatronni a!'5 lindical'ted on floor, plarl* t srctions .4* 3 4, 12 4 - 12 pWrirbing',wark Go here", ,* 5, " a U!�t 1 15 cornmon to jaraSin a nd housa to have,a 1�ayc %va r of. fire mted qyp5vm board at 7-- ! 2 New"Yo*State but i e 3 4 C0_d5, 4-.!,5aftq raqq�relinalnt�.,, :P 4, a rap wrin on adjacent WaI15 4 cttlirg. rro-vide P_ layers (a; fire ratexi : I ^ I I � 11 r 4� e 5rde"with 151�0" re 4'4 .4 7 4�?5um boar&on all enqin=rc&'lumberB5 reqiired 17y manufa a. urer ,&pec,fi=tIons 4 If 11 F1atC5`i0r`,j015t$ are Cwt, durm ' 't'he. ws6flatlion; of Fpfum�k" fixtuet*-<>r pl._nt Wa ccotractor mu!k 1�, dk togetheir� to,te frarrit a 2 31 All bath;'A btcbary arej volls and ceiline5'adjace' t to vvet arez5 to kave water rerw r '!,,d,-_ywal[, and,r-romae,won4r- area5se to recieve tite. 1 � I - . " � 1, for'all ..,N5617dird heatmd' Is ,to,bl� hot�waterard idne&: ,rtumbi� ocifttrictor,is W PA Y!51,ze: tha s)etem and"Place the 17-?5c1;,ojrd!r;; m.'or% unob5trixtive bcation jneach MOM r"uireld"torect6vehCat. Min,Mom of,one therrrio5tat for each zone 28 750 THREE WATERS LN. 312, 7 Vecharv' cal sl;�Corttra6t6r rr; re5ponsible f6r a�dherjrtj tb�aH ;�ppft' 7 Ca 5aftely roqulremznts., 2 3 DIEZ-GRAZIANO RESIDENCE 5 Project number 1504 Date 1.15.2016 �cto It 'HVAC iliulx`o4rz "r 0 coo na 0 ful ly" 7-dt "i�,�syptem ata 24 V ;1 aici tip proMcJlnaI :5y5tc mt 1,0yoot.aramna, ar4 5ubrnit rttovreral contractor ownezancl cquipmert 5upl�lllicr fdr�firlat rerew't ar,proval, 28 GENERAL NOTES 7 7 2 2.,i r2 S-001 - 00 2 Scale 1211 1 1-01, 4 Seal and Signature NEW DUR 0 UJ co LP co lu C). Mus,Id ft P. 01, d AL M If E K' 0.. LP FES 1.0 C\J C) LIT] oy�a�111 65 washington st 9d broa#dyn,ny 11201 ! I c 72d.2E9.2672 t 646.395.1506 F NAILMG 5 CHEOU Lt GMERALWINES MOTECTIGN C 'ON N07E5JAMES OWSKI P.E. AdapW from 260 DEER DRIVE m �'*,�;'s%�� It rdrral ?'�5tr�+r ' TD ry. ! ; r` �I" �7r`rr TEL 3 x � 1 1011,1D E r lyr r �P IAE C0,111*I KU t dt tJU te�rer + al tar ° W raa., s �,� � � 11 52 :(61)774-7 d "s ffiI JOINTPC IMON NAtL G ALJV NAIL :'5FA 8NG 1 . A cffnbvi ov5 lood a" l twcan f rtnqlr fol tatt � +wall , i oor"5, stud n Consultant Address Address 10'.0` �. K - s2r AMavhectors. .�"'rcham ana &t.Her io5ter iml di s riot Inc a ad in Phone ,. Fax i s °= E g to Standard din tet$ �" e 2, 09.1 NO inS �iM In r i e-mail '`�� � I Wit?,I s'. s rt a ee5 d r�'Ime datio I5.. E1L1 ' + "T a ? :L.E"I. k "I1 .LL T 1 ,.OVER r � 6, t A Metal, M Connectors, crews, bolts, t r�,l� ed df to tKe �, o +»� r e r . ."M'd ;" r,.fi„ SEE t" .t 3,4 �" I r1�. 11 :I!`.t l` "t 4C> t *alr r 1 t l ' 1 t151t;osrle"stecl _ C INC-10 ,rT"lE INA"? : ot ✓.: ." R'fZit. . .. Elm i Etc 4, Where madam alnd doom interrupt wood 6tjvcaral parzi 5heathrj and tWALL 1 ,MI 5 inn. tr'arrlirl,+o ac . or cortrectotF Iibe FMeaY And b m T" T LE C 'y -I ��I �" rrlSld � d � trdd � s d t� 1� tt '��! 15dt.1 t ` tr11 g PAS T 4_1 ! E €` , ND F ,�..: _........ .. .. ,.,...._ � ,.m,.,..w.__...�.._.,,......__»»....�.__.........,.._......_..»._,__ !".-a°._. AU NAUD - sdg tr eta l attached � r + arc tmv . ...._.. Pig E lar tree of 1 xG`or 2x4 lumber 15 ! pair uppqtr thtrzl of a ti a and �Attf`r 10 Pte',{k. , sttacJ1 to =.,.A.,.�,»,,.�...,<a,w.e»..,.,v ei .✓. -m'89ske' v''Yu ,�.b%R'aMJsmw..:..... .......:.wru ..„mmvw .».,,..e +..d..*...w. 3 . , ♦ ro each r �, a1 l provided it cI q � � + t t Vit:*'��t�'r EST" '� . .. AFFL rT-N U0,5110r" r n T " - ' 1'�1 ,.." _,. 1 �fM - Pr . , r of '�`X31'" l' ,t Ar 5TLD 5" -to toct JACK `4 .� rIC l a ' a t�rrr burr Anaoraoc. rtl k4 5hA t�.7n&orf t t . I T,� ���., . I�IFS EE0"7 Al t. P73,OR " f rrt traTi Wth Ar'�f7!"bvlt5 11.'°.I a Mmn. t diArruCtcr CSF 5f5* and �x r SLE d.. t�.��-t� �,' �` "T . ; „a, t " GLH .. � t." A� AL AN F ',;`�TC 1 -______ pz, A tntramLiv of rare ar cho!- bolt Shall b r d w� Oin 9 to 1 _ � Int r T ;1 T» Tcr*„�T p € h, , , _. . Inchfh of late Attr° l� hair rei�ltrrarn �rmm �~ rSTS FLO -LJra�l� .itt T� ” h �€ FMLN " ' . , g f cel;'�7 Irt� im rrvret w=�C�r1 foundat r�cF ar bolts ha$l be l� _. a,: EEACH 21rv.00,, T«.. .. fIF Ll - Ids atm P:i s air t�, ` "- . ' "s �SI'tr I in 1 $?r"1ers 11 �tfire � t �R iv'd°t G 1°4t r`« r ��rt ". fi T?�"a1+1 P4�3 -MlaG?� �RI� T CA"4"„€►°4`, , J015T 5-L" -t' rr,WT° f t" ,#E T � ���! l� . EER f 4:.. ..:.. - ... ro, ^E r z eif � � �'I��C ,� � ,err � :1'�,x r�tr`r , a+r+�� I:r_IrD ' ""t 1 C'- � T I AWA_t OG!=��Amo 1 't,, �i�+,�- C. i.1 p ,tea + 1t�LI'r- & L € T , P;'T` IN r� Imp"'reEt FIELD �:� "d "�"' „ �,, b l Tf.R 'a. ,.. ;, IN 'Y, ,; +'Y �twtd f i IS#&, E'cw,�•` '`GS�f`.a a W .'I 6Y, f'. t' e� .. - ...� E. ,. Tf i r �0 I . '...E r' rE 3 , ,„.e tea.. ~ `' 1 , T1hl. Liz �L - GN:,lffk:;r`E `�J ._ r1C PST- �,„�.t;. "r1 A`_t PfPA11._: � :�f is �E' r. » .. - _. 'J I � zFM lW,�,3„L Z"R ..: COME `14 >» °u OF MAU! 't�#s��'�`G. e9 L. 'WALL $IlrATMIRG '���c.�b+.a+L�!f•.z'�:1,i-�';�lsw.� ” a. �r z� a..., _... + � " f`r 1; i Al IYMMIt D E . $" ,.A+£'f'145 T L k1C° L ..A M T ter` L',i T"1fflCtt P R 7th ,. . E�+IA1 �dt " LirT' ,C , `4 Y' f n 5sV a 1TE��tE >� .,�6-, '�4'�a Lr �r'�>i�EL � F" pp WTERTAMAT .,4 5 T #f"4 T'it �qE1, T1f V tp 541 P 7' � 1`Etre SOLE . . t y. �.�' »"I'Imo"01C - AT fzAtf-IL tOGE�`AN 12"A.€ `» � �, _Z_ � � � �''F D r �q�a WALL �,g ¢ ��pu �r _w z «5 '°yam µ ^;"'•-„„w,� .. "''`'"i ,�^ 1k a, t S..t,✓LA Rv t^id.,�i I t # 6 1 E w, ry ���EL 0 I � - "QST €AN15°_EGG,MP NT; I tt#4T {p C+ � » �y "' ✓ �` �'' `` yg yp �r y f t X1...d y y� aC6 EIf 3"t& k b",A 3w , IK#1 r T' E �v!. TE �a�t. t 04 7 t6 . '+T I=�`I"" � r L009 5H EATH � TLS AL TW=P jOt5T i � �� K � � � I r �'� 6 n��� ,rte STUDS � G 7"ro $` �i ". . - ^*5�, .^* f r rx6 ^p�+y ..pops.}' ..[.+#'y„,�t .,lt. ,b... p,"g' �a ..4"p�..€a3�,• „ 3 5 g,', 't;s ..�� I'e{g'�z,"p.�wt yv->�°4aI,."�,"$ t +� €" 's p"T�"Cig .A e:,:.EL�E;;' 1P".'�`ticl♦...,; #iy1[g`Th�!C-, }.€. 1{; ,I.. "r �'p-.��,• °T' E rr'4,4'dCL M'E .pp �,}-�.�;r+�, q��«�++ L'�..d' f d 4{7"i F s S§:$8 2a.. 'nl$ ,M£t.PS.,'.as P'« P?di., n E',I I d #w« 4 „ws`77v,L�4d+Z, I.�"" 'y,6 ....,t 5.♦F P* ,�I; i..j IA.&f�, POU U 5;.I!'D,, d X�a1.� 4�"h� .#;.'�d����!. GI 5" #:+ €Y � �td f�»I I4.J)t1`i�`i.�hr3"� 1 � -" ,p +6,yj(� g�'r� {'-p+,.$ • w.� �s 1" fPAMI O WOi015T . II a t`I. r' I �'r'Cs`t<T t�� E.. ({ C��" -AT7'h "4A "N '.`"5r4�° �C.` sIP)��^ r't g, ^°� { °¢"^�"&'"'+¢'}a r.7?7}g S ,ypw�. k::AE Y#y t $ j Fjs' 'y yay .b,�♦� `+. d'€6n9d,.tom - =py f»-ax,y $i'c." 3.P°zl.,♦r'b 5, .4z` 9♦d`t aw, b`kP`�,�»,'9�' �'L$,1 3t ;71)`� E 4s i� !0 ,'pze jic,,.,� i,b � 1 r"�x Ga£ l A1! PVC*.MOT.' No DESCRIPTION DATE � = BOTTOM, PLATE 5TRAP, �tWAL.L IST 1 t5 ." - ® `" I t t t *AILD AS M UID BorE?t+ g 'f ., I , . ;t v� i �; -soft T t -, s'C:'� "�``^� �p' + w0 L'��N %4*SILL MMV J T'FOR A 5X` tot.`h SAT � H T �� I ;. (1) A �►�'FNTHF END 29Tr `tdr�1�. 750 THREE WATERS LN. IA , �, '" 'kI T COPI1�`+T r13 � 1t C �?� FIOLI II ,aT t'# a' I TO T 104 'ISI, TAlt 15T- ILL ?E TO E .I AT'1 � . 5 CORW � ' I � DIEZ-GRAZIANO RESIDENCE T ITE Y COt>+M NA45 W O.C. C TA .HOLD-DOWN L � Project number 1504 I� i«� T31t .ftp ,�.� -�,, �I•~�""�;� "„ '' EY+►[�t�` ,•, Date 1.15.2016 NDS W �1' WALL"C00,NEP.(:OH JC [t�td TYPICAL DETAILS �i �`1��'LT�I�oI.���*T � oS-002 . 00 Scale 12"= 1'-0" CON TRU TION DE T AI WIND L A1� PATM CONNECTION T ION DET"°A.I �` and ture 9 NOT TO 5 F NEW YO DEF.�t(l) �- r r r W No ROF SLpS 0 N N m 15'-2 1/2" C TI0�0��PC),�M1 8" 13'-101/2" 8" LAP WATERPROOFING& 15 21/2 FOUNDATION WALL 65 washln y 1 2 1 d n `�raaklyn,ny 11201 INSULATION ONTO EXISTING BELOW SHOWN DASHED 720.289.2672 t a FOUNDATION WALL @ JOINT W/ ____---__ ------------------------------ 646.395,1506t NEW FOUNDATION/TYP. = P < , a 1 NEW PC FOUNDATION WALL. - , < I I rEO - - — — — — — — — — — — — — — — — — — — — — — — — -- ----- -------------------- ----� I I � OSB RIM BOARD TYP.NO CHANGE TO EXISTING ' 1 ' ! -, 1 ! ! I 260 DEER DRIVE SKI P.E. FOUNDATIONS OR FOOTINGS i 11 4 1'_4"I 16"X8"CAST-IN-PLACE :. I CONCRETE FOOTING/TYP @ o MATTITUCK,NY 11952 ,L m NEW FOOTINGS ti Q TEL: (631)774-7355 EOJ J r b, NEW FOUNDATION WALL @ °° o 3' X3'X1' ISOLATED COLUMN FOOTING/ EXTERIOR FACE OF EXISTING WALL. EQ EQ o J ' - TYP. Consultant L5 DOUBLE 9 1/2" LVL JOIST Address CENTERED ON WALL — — — — — — — — — — — — — — — — i 3 1/2' DIAMETER SCHEDULE 80 STEEL ABOVE Address — — — — — — — — — — — — — — — — — — — — — — — — — — - a COLUMN CENTERED UNDER WALL ABOVE Fax Ione TYP. I ! -- --- I � I I I ,. I - - - - - - - -- - - -- - - --- �� I I I e-mail I I I I I — — — — — — — — — — — — — I I I I I b III 1 1 1 1 NEW FOOTING/TYP. @ NEW p 1 I I II UP I I! 1 11 I l I l FOUNDATION WALLS ! U I 1 II II I I Q II II I I I I I ILI! I! I I I I I I I I FOUNDATION PLAN d < I � I 2 I I CELLAR I 4 o N-00 I EXISTING CRAWL SPACE a I _ N 00 I W I I r N r T I w 1 ICD N N I60 w � co co a I U I I I N I L _ _ _ _ _ _ _ _ _ _ _ J 3'X3'X1' ISOLATED COLUMN FOOTING/ — — — _ — — — — — — — = c i TYP. - - - - - - - - - - - - - DOUBLE 9 1/2" LVL JOIST -1 CENTERED ON WALL ABOVE - 3 1/2" DIAMETER SCHEDULE 80 STEEL I --- --- COLUMN CENTERED UNDER WALL ABOVEILI / TYP. I _ _ _ I a ; M - I LU I I - i ¢ ! POST BELOW-SEE T a ! 31-0" __J 4, FOUNDATION PLAN EXISTING CRAWL SPACE I U_I I i i d o =, U CD , _ 1 L-------------- -------- -- — II I �T _ • � _ - - - - - - - - - - - - - - - - - - II L------------------- --------------------- i L — — — — — — — — — L — — — — — — — — — — — — — —j 1 FOUNDATION PLAN 2 FIRST FLOOR FRAMING PLAN 1/4"= 1'-0" d- m 0 II NEW BUILDING WALL r f I I BELOW(DASHED) co 0 i s i O l i i 3-18" LVL RIDGE BEAM POSTED ( DOWN TO FLOOR BEAMS @ { ! ',r EXTERIOR& INTERIOR WALLS 0-1 @ AS SHOWN rLL iii H € it ____...__.._..__..........._...._..._...............-_____..-_------_..---_..____... _.._ .___. ____ .____ __-...___..__.___.._...._._____.__ _°°.. _,....__.._.. ......_.. ... __. !.;....:1 BUILT UP WOOD COLUMN WITHIN __. ._...._ __»> ___.________._....____..___,_..._....__..._. I E o fy- EXTERIOR AND INTERIOR WALLS AT 7, ( X I LOCATIONS SHOWN DOWN TO TO DOUBLED FLOOR JOISTS-COLUMN FRAMED AROUND EITHE RSIDE OF I PLANE OF EXISTING ROOF I ! II OPENINGS BELOW WITH I TO BE EXTENDED AND I _ STRUCTURAL HEADER AS REQUIRED No DESCRIPTION DATE I HIPPED INTO NEW ROOF DRAWING 2/A-010 AND 2/EN-001 I (AREA WITHIN DASHED I i BOUNDARY) i r C2X12 LAYOVER VALLEY RAFTER \U.U. p(D2X10 RAFTERS @ 16 I f LU LL 1 11 ►Q I ¢ N 2X10 RAFTERS @ 16"O.C. T o N 750 THREE WATERS LN. I I 2X12 LAYOVER VALLEY RAFTER DIEZ-GRAZIANO RESIDENCE ( f I i / iII i t Project number 1504 Date 1.15.2016 ! � I L — 1; I O III FRAMING PLANS IfI I ( I N F' ! U) S-003 . 00 II I U_ <o - r: Scale 1/4"- 1'-0" - Seal and Signature t l i t it1 II T I! I N ii j t4uv y DEtr' 0p I I ii I IE F 3j ii l II i" w �; w v I I IT o SFO tia I I I S .___.._-----_--_-- __ ___ _ __._____. .._. .__.._____.---_J of s L _ _-_ - ___ .__.__.___— -..____ - __ __ __ -J 10 3/4" 10 3/4" ROOF FRAMING PLAN 17'-21/4" J 1/4"= 1'-0"