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Home My WebLink About39848-Z a4�sU��t�ca�.c Town of Southold 5/1/2017 P.O.Box 1179 E : 53095 Main Rd Southold,New York 11971 r CERTIFICATE OF OCCUPANCY No: 38924 Date: 5/1/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1725 King St, Orient SCTM#: 473889 Sec/Block/Lot: 26.-2-43.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2015 pursuant to which Building Permit No. 39848 dated 6/5/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one story screened porch addition with deck and one story extension/addition to an existing one family dwelling as qpplied for. The certificate is issued to Savino,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39848 4/4/2017 PLUMBERS CERTIFICATION DATED ut o ed Signature �pg`�FFc TOWN OF SOUTHOLD BUILDING DEPARTMENT Mp TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39848 Date: 6/5/2015 Permission is hereby granted to: Savino, William 71 W 23rd Rm 1908 New York, NY 10010 - To: Alterations and additions to existing single family dwelling as applied for. At premises located at: 1725 King St, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-43.4 Pursuant to application dated 5/29/2015 and approved by the Building Inspector. To expire on 12/4/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $851.60 CO -ADDITION TO DWELLING $50.00 Total: $901.60 Buildin In ector 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 lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 '3: -Copy of C6rtificate-of Occupancy-$.25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. rJ New Construction: Old or Pre-existing Building: (check one) Location of Property: 6-7-2-5 House o. Street Hamlet Owner or Owners of e Pro rrty: Suffolk County Tax Map No 1000, Section C72& ,,00 Block e2 n Lot As oQ4 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant igrrature Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 �� roger.richertl-town.southold.ny.us Southold,NY 11971-0959 ®l�C®U 9�`�v BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Savino Address: 1725 King Street City: Orient St: New York Zip: 11957 Building Permit#: 39848 Section: 26 Block: 2 Lot: 43.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Seance 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Addition to Include a Sun Room Notes: Inspector Signature: Date: April 4, 2017 0-Cert Electrical Compliance Form As TOWWOF SOUTHOLD BUILDING'DEPT. 765.1802 1 NSPECTION F NDATION 'l ST . [ ] ROUGH PLUMBING [ FOUNDATION 2ND. [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &44 DATE INSPECTOR pF SOU TOWN OF SOUTHOLD BUILDING DEPT® 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]/FOUNDATION 2ND [ ] INSULATION [ FRAMIN STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F ) REMARKS: �� W-7 DATE / INSPECTOR OE SOUTyolo 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: DATE ` ' `` ` INSPECTOR - �� U OE SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: l -qzWv/lij DATE t INSPECTOR ` OE SOUlyolo l cOUNfi`1,N TOWN _OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: QAC - DATE �3 l INSPECTOR - / �pF SOUry �o� olo iR o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-,(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f oC DATE 3 INSPECTOR OF SOUTyolo �yc00NiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) G[ � ELECTRICAL (FINAL) REMARKS: DATE J INSPECTOR OUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: DATE Y INSPECTOR • r • MM .ira ,.. 1 - .. %17/Ci1■%Il ' air l / 1 �►��"i� �'�1�Ilitl ' 3%..iLl�ilL�� •• IIMULATIONPBAN.Y. STATE BNEROY br WAM Ahz � .► 0► �� f-, Winn. ice r .r 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Scl R�:f '' Check Septic Form - N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,,20 D ;I ( Single&Separate I I ! Storm-Water Assessment Form �J MAY 29 2015 , Contact: ��—JApproved 20 Mail to (��1 /?� /` Disapproved a/c pUTHaD ic Phone: C27-b " UL Expiration 'Z ,20 l Iii"Idini nspector APPLICATION FOR UILDING PERMIT to -r2 , 201 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (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 Name of owner of premises 66 1 (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: �-z5 ILX2 sfi House Number Street Hamlet 1ot��c �r ;rye..,;; County Tax Map No. 1000 Section ,d � ',V=Blocic•Y}FO!&JV0,-0` ' Lot InC3icc'.l;e!`i•I 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition V Alteration Repair Removal Demolition Other Work :- (Description) 4. Estimated Cost D-21-Z7 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Nu ber ofdwfling units on each floor If garage, number of cars A M" 6. If'business, commercial or mixed occupancy; specify nature and-extent of each type of use. 7. Dimensions of existing,structures, if any: Front �-01f Rear I rO, a Depth Height 22�-O Number of Stories Dimensions of same structure with alterations or additions: Fronto P� Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ,V 9. Size of lot: Front •�-00�-� Rear -Depth �7� r 10. Date of Purchase 'ot �! Name of Former Owner '�I�fJCi 00 U 61-A5--K 11. Zone or use district in which premiseslare situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO� 13. Will lot be rem-graded?YES NO V,, Will excess fill be removed from premises? YES NO 14.Names of Owner of premises W I U it,vA t.SAva DAddress 1-12,q Ki 156 `5_1 Phone No. x'11-3 Name of Architect U Address rl25 V-(U6 51r Phone No 91-7 - , TV2' Name of Contractor QJ 1V 0<U N3 Address \125, KrLYP 'A Phone No. -1k7- &-o 2T Z/Z 15 a. Is this property within 100 feet of a tidal wetland ora 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 BEREQUIRED. 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 OF a- 5A WHO being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)H6 is the Owner- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 3qt l day of O' 20: 15 JA at- KPA A Nota Publi CEY L. DWY Signat e of Applicant Notary NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22L?? Y Scott A. Russell ��,a `may STOR IMMATJER, SUPERVISOR a z M[ANAG IEMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 d' Town of Southold 'a CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®[aA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[A1 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑MF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date Dutnct �1 `l C� NAME. CJ�U t S"R Mo ab 2- 4� r 5-2- IG —iS Section Block Lot K"R Bt,iLDING DLPAPT".IE:NT L':f; 0,NLY , Contact Information / /T=&76 7a r L/ Reviewed By: Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — /-g Approved for proce��ang Building Permit Stormwater Management Control Plan Not Required. , / I ® Slormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM SMCP- TOS MAY 2014 *pF SOUryo - Town Hall Annex [ [ Telephone(630 765-1802 54375 Main Road ax(631)765995Q2 P.O.sox 1179 Q roger.richertc�fown.southo d.ny.us • yo Southold,NY 11971-0959 O �yC4UNTY,�� - BUILDING DEPARTMENT TOWN OF SOUTHOLD -APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 2 - Z _/ 7 Company Name: !\ J Co f4zr-,'^ le, Name: License No.: �- Address: Phone No.: _ 33 - 999 JOBSITE INFORMATION: (`Indicates required information) *Name: . r!. *Address: �, K ;AGr . tor,i//I *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: _. Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A/ It A^ .d ''Ile A41% s l � 7d✓6 .� S D�+ (Please Circle All That App y) *Is job ready for inspection: YY 7 NO' Rough In Final *,Do you need a Temp Certificate: YES t_� Temp Information (If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - 4�4� v �� 82-Request for Inspection Form �x `� y s,qf�otx�o Town Hall Annex � .. �.�G Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P.O. Box 1179 cn :2= Southold, NY 11971-0959 w BUILDING DEP==ARTMENT , NOTICE OF UTILIZATION.ORTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION A1401OR TIMBER CONSTRUCTION Date: T,41 r-7 i .. . Owner: I A K Location of Property: I^l Z ✓" l l. is-- 3 Please take notice that the (check apti�rable`line): ,e f= New residential structure , . ....t ,a ✓ Addition to existing"residential structure Rehabilitation to an-existing residential structure to be constructed.or performed at the subject pWerty,reference above will Utilize- (check applicable line). 6,t0 Truss type construction(T'f`). - ,r Pre-engineered wood.tconstrue cin-(1?Vll).,. Timber construction(TC) in.the following location(s) (check applicable line): ' Floor framing, inclddingbglyders.,and beams(F)- ` ' Roof frariain R - 9 ( )' (Z_, Floor and roof framing (FR) /Y/1),�Xoe Signature: Name (person swbrnitting'`this forrri): Capacity (check applicable line): _ Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECi'IVE RF,Q - 7; - ROMAN ALPHANUMERIC -- •_ - •`PANTONE - -DESIGNATi6wbF°CO�S$tRUCTION (PMS)#;IB7 ry "P °.•A *` •i`YP BA ;ON SECTfON 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE . 4 112" STROKE COMA64tola,*AT-AkE OF 7RtJiSS C©NS7RUCTION "F" FLOOR FRAMING,INCLUDING GIRDERS AND REAMS= "R" fZQOF.-FRAMfING.. . "FR" F1.001t Ad f20.60°FKAMI9G CiQ VFIJANCE WTH 19 NYC RR PART.12654�t e- :. . CODES DIVISfQAI EXWDLE TRUSS IDECVPRG8l-1C N SIGN DATE U08005 - NEW YORK STATE DEPARTMENT OF STATE 7' DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION �O EAkRT}.tENTA F''�7'�iF�. t TOWN OF SOUTH®LD .PROPERTY -.RECORD CAR® OWNER STREET / -726 VILLAGE DIST. SUB. LOT x //•11 "'4 • f f_L v�1f FORMER OW PR ACR - N E ` ` !> I) . a e W TYPE OF BUILDING RESP 1 6 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Q i / PL, to , 110117177 1 Oa/ � 7[✓1 fG-t' �Y �—Ct v�ft 11 � ��Gil c;�c� � a�C fir' � � J/� 7 IN r . _ . Tk_ �� Z�00 +fit 2-7 l GOO 2 O 00 3,900 t t73�1 2_. YCI I ?,0_;�� ' - r ori �- c2- `9' /r�; ©-�- 1 fll' w , I RR 6 CSq V01 '1 ta"~ NC a _4"tib b1�1t-rt:h (00 O)© t I V 200 /l?i e�, d c�,t c .` L t�a..tc�c E,,( 1 . ."ter b £'-1 Cite—pICL c- d 6�,n, t t C`� l -� 1407 , CjYL({�jjl��'C�C�"� 0 �u rt�C. `�Du".-- -reg laces' 2�I�SD 9D Tillable FRONTAGE ON WATER , I , Woodland FRONTAGE ON ROAD ; �rea�lC�P� .�4�-2Z Meadowland DEPTH ares House Plot BULKHEAD, Total r\ F K tax, l $ { q ! ■■■OENNOEEN■NNE■NONE y ■■■NEON■E■NE■N■O■EN■ _ �. ' ' 'rte '-- -°} ■NENEEEE■NE■OEOEOEE■ - Mr lis -� .Y-�� .,. `��" �;� r��F �- ; ��"`�ry ■■FEND©®©1ONnE■■n■n ■OENE�IIEE�IE■■ONE EEE■ ■■■E■NIEE1IO■INNE ONE ■■■■■■■■EM EM■■■■■■ �NO■ EN ■■� nN■ I mom NSO ■ No_ OMENOEOO■n Basement .. Ext. Walls Interior Finish Rooms 1st FI .. . -.. .. w 61� GENERAL NOTES LIGHT AND VENTILATION DRAWING INDEX ISSUES: # DATE: TO: 1. ALL WORK IS TO BE PERFORMED WITH THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION OF THE AMERICAN 37. GREAT CARE SHALL BE EXERCISED DURING THE COURSE OF THE WORK TO PROTECT FROM DAMAGING ANY EXISTING OFFICE: A-001 GENERAL NOTES, SITE PLAN,AND LIGHT CALCULATIONS 1 5/28/2015 DOB SUBMISSION INSTITUTE OF ARCHITECTS (AIA) DOCUMENT A-201 OR THE LATEST EDITION.THIS DOCUMENT SHALL BE CONSIDERED A PART MATERIALS OR OPERATIONS BOTH WITHIN AND OUTSIDE THE CONTRACT AREAS AS WELL AS NEW WORK INSTALLED BY THE AREA: 140SF OF THE CONTRACT FOR CONSTRUCTION. CONTRACTOR. NEGLIGENCE IN OBSERVING SUCH CARE SHALL REQUIRE REPAIR OR REPLACEMENT OF DAMAGED ARTICLES BY REQUIRED LIGHT: 8%OF 140= 11.2 A-002 CELLAR, FIRST,AND SECOND FLOOR DEMOLITION PLAN THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD ANY AND ALL DAMAGE TO EXISTING AREAS PROPOESD LIGHT: 22.52 > 11.2 2. ALL MATERIAL AND WORK SHALL COMPLY WITH THE CODES AND REGULATIONS OF ALL GOVERNING AUTHORITIES, LATEST NOT DESIGNED FOR REFURBISHMENT SUITABLE TO ANY FORCES UNDER HIS SUPERVISION. REQUIRED VENT.: 4%OF 140=5.6 A-003 CELLAR FLOOR CONSTRUCTION PLAN EDITIONS AND THE RULES, CONSTRUCTION STANDARDS AND REQUIREMENTS OF THE HIGHEST LEVEL AND PROFESSIONALISM. PROPOSED VENT.: 18.18> 5.6 TRUSCS PLACARDING REQUIRED THE REQUIREMENTS OF SUCH CODES AND REGULATIONS SHALL BE FOLLOWED AS IF SPECIFICALLY NOTED HEREIN AND ON 38. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS WHETHER HIS OWN OR A-004 FIRST FLOOR CONSTRUCTION PLAN RELATED PROJECT DOCUMENTS. THIS SHALL NOT BE CONSTRUCTED TO MEAN THAT ANY REQUIREMENTS SET FORTH IN THE THOSE ON SEPARATE CONTRACT BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THAT ALL LABOR BEDROOM#3: PROJECT DOCUMENTS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN CODE AND REGULATION EMPLOYED IN THE PROJECT WILL BE IN HARMONY WITH PREVAILING WORKING CONDITIONS, THAT NO JURISDICTION DISPUTER AREA: 206.2 SF A-005 SECOND FLOOR AND ROOF CONSTRUCTION PLAN REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY SUCH CODES OR REGULATIONS. WHERE CODE WILL OCCUR,AND THAT NO SITUATION WITHIN HIS CONTROL IS ALLOWED TO DEVELOP TO INTERFERE WITH THE WORK BEING REQUIRED LIGHT: 8%OF 260.2= 16.5 REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THE AREA OF WORK DIFFER, THE MOST STRINGENT OF THE DONE BY TRADES. CONTRACTOR SHALL COORDINATE HIS WORK WITH ANY TRADE NOT DIRECTLY UNDER HIS JURISDICTION. PROPOESD LIGHT: 24.7 > 16.5 A-006 SOUTH AND WEST ELEVATIONS REQUIREMENTS SHALL GOVERN. REQUIRED VENT.: 4% OF 206.2 =8.25 39. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL EXERCISE SPECIAL CARE IN THE HANDLING OF MATERIALS, EQUIPMENT PROPOSED VENT.: 18.80 > 8.25 A-007 NORTH AND EAST ELEVATIONS REQU!171ED 3. THE CONTRACTOR SHALL APPLY AND PAY FOR THE CERTIFICATE OF ELECTRICAL INSPECTION AND ELECTRIC UNDERWRITERS AND RUBBISH TO AVOID INCONVENIENCE AND ANNOYANCE OF THE NEIGHBORS. THIS ESPECIALLY APPLIES TO STRICT CERTIFICATES,AND FURNISH ARCHITECT WITH COPIES. CONTROL OVER JOB CLEANING TO PREVENT DEBRIS, OR DUST FROM EMANATING FROM THE PROJECT SITE. BATHROOM#3: A-008 CROSS SECTION AREA: 58.5 SF 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN EMERGENCY LIGHTING AND CLEAR FIRE ACCESS FOR ALL 40. ALL PARTIES SHALL BE RESPONSIBLE TO ARRANGE FOR THEIR OWN DELIVERIES TO CONFORM TO THE SUBMITTED JOB REQUIRED LIGHT: 3%OF 58.5= 1.75 A-009 CROSS SECTION WORKERS FOR THE ENTIRE DURATION OF THE PROJECT. SCHEDULE. ALL PARTIES SHALL BE RESPONSIBLE FOR ANY RUBBISH REMOVAL AND CLEAN UP REQUIRED FOR THEIR PROPOESD LIGHT: 3.2 > 1.75 OPERATION.ALL SUCH COST SHALL BE INCLUDED IN THE CONTRACT PRICE, REQUIRED VENT.: 1-1/2% OF 58.5=0.877 A-010 PLUMBING DIAGRAM AND SIMPSON CONNECTORS DETAIL 5. PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. IN ADDITION, PROPOSED VENT.: 1.1 > 0.877 CONTRACTOR SHALL MAINTAIN ON THE PREMISES, FOR THE DURATION OF THE ALTERATION, ONE 25LB. TYPE A.B.C. FIRE 41. ALL DIMENSIONS GIVEN FOR PARTITIONS ARE FINISH SURFACE UNLESS OTHERWISE NOTED. REVISIONS EXTINGUISHER. # DATE: DESCRIPTION: 42. THE GENERAL CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE PERFORMANCE OF THIS WORK AND 6. FIRE STOPPING SHALL BE AS REQUIRED BY NEW YORK STATE RESIDENTIAL CODE. PAY ALL FEES IN CONNECTION THERE WITH. s APINTOVED AS NaTED 7. ALL WOODWORK AND WOOD GROUNDS ATTACHED TO THE PREMISES SHALL BE FIREPROOFED IN ACCORDANCE TO NEW YORK 43. THE CONTRACTOR SHALL FILE FOR AND OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE PERFORMANCE OF THIS WORK y�� B.P.. `S fd ( RI STATE RESIDENTIAL CODE. AND PAY ALL FEES IN CONNECTION THERE WITH. Lj BY: �- ON LEAD CONTENT BEFOI'E 8. IT IS IMPERATIVE THAT PARTIES RESPONSIBLE FOR RESPECTIVE PORTIONS OF THIS WORK CONDUCT A COMPREHENSIVE 44. WHERE HEATING AND PLUMBING PIPES ARE CONCEALED IN CEILINGS AND WALLS, THESE CEILINGS AND WALLS SHALL NOT BE GLAZING CALCULATION Y BUILDING DEPARTMENT AT GER I I ' FIELD SURVEY OF EXISTING CONDITIONS AND THOROUGHLY FAMILIARIZE WITH ALL ASPECTS OF THE WORK. REPORT ANY CLOSED UNTIL THE HEATING AND PLUMBING LINES HAVE BEEN TESTED AND FOUND TO BE LEAKAGE FREE. 1902 8 AM TO 4 PM FOR THE &004H USE0 DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS OF THE ARCHITECT BEFORE COMMENCING ANY _LOWING INSPECTIONS: ► .'/It I N PORTION OF THE WORK. 45. THE G.C. SHALL PERFORM ALL CUTTING AND CHOPPING FOR THE BUILDING TRADES. AREA: 930 SF OUNDATION - TWO REQUIRED `' MAX. GLAZING ALLOWED: 930 X 15%=139.5,$ PROPOSED GLAZING: 84.6 SF < 139.5 S�'I t POURED CONCRETE 9. ALL MATERIAL AND WORK SHALL COMPLY WITH PROJECT DOCUMENTS. WHERE WORK OF A MORE STRINGENT NATURE IS 46. UPON COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER GUARANTEES AND ,OUGH - FRAMING & PLUMBING CALLED FOR ON ONE THAN IS REQUIRED BY OTHERS, THE MORE STRINGENT SHALL BE FURNIUSHED. WARRANTIES, RELEASE OR WAIVER OF LIENS, OPERATION AND MAINTENANCE MANUALS, AS-BUILTS DRAWINGS SHOWING INSULATION WORK OF ALL TRADES AND A NEW AMENDED CERTIFICATE OF OCCUPANCY. FINAL - CONSTRUCTION MUST 10. WHERE THE TERM "SUPPLIED"OR"PROVIDED" IS USED IN PROJECT DOCUMENTS, IT SHALL BE UNDERSTOOD THAT THE BE COMPLETE FOR C.O. CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL WORK CALLED FOR. 47. ALL SUB-CONTRACTORS SHALL BE FURNISHED WITH A COMPLETE SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS BY All CONSTRUCTION SHALL MEET THE THE GENERAL CONTRACTOR. SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND THE EXISTINGALL PLUMBING WASTE 11. NO SUBSTITUTIONS WILL BE MADE WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT SUBSTITUTE MATERIAL CONDITIONS AT THE SITE TO UNDERSTAND HOW THE WORK OF OTHER TRADES MAY EFFECT THE WORK OF THEIR PARTICULAR RG RK STATE. OF THE CODES OF NEW YORK STANOT RESPONSIBLE FOR &7BNI L:11 LIOVi_J IVL'L" SPECIFICATIONS AND SAMPLES FOR APPROVAL IN WRITING, TO THE ARCHITECT DURING THE BID PROCESS.ALL REQUISITIONS TRADES. TESTING BEFORE COVERING FOR MATERIAL SPECIFICATIONS AFTER THE BID PROCESS MUST ALSO BE SUBMITTED IN WRITING PRIOR TO COMMENCEMENT DESIGN' OR CONSTRUCTION ERRORS. OF WORK. 48. G.C. SHALL SUBMIT A WRITTEN GUARANTEE TO THE OWNER FOR ALL MATERIAL AND EQUIPMENT TO BE FREE OF DEFECTS OF EITHER MATERIAL OR WORKMANSHIP FOR A PERIOD OF(1)YEAR FROM THE DATE OF THE FINAL COMPLETION. THE ARCHITECT 12. DRAWINGS ARE NOT TO BE SCALED, DIMENSIONS WILL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER SCALE OF SHALL DETERMINE THE FINAL COMPLETION DATE,AFTER ALL CORRECTIVE WORK HAS BEEN REPAIRED AND COMPLETED TO CCT.`.1='LY V,,11 i H A%LL CODES O NOTES: RETAIN STORM WATER RUNOFF PLANS. THE ARCHITECT'S APPROVAL AND ACCEPTED BY THE OWNER. ON THIS FINAL COMPLETION DATE THE G.C. SHALL DELIVER TO ,& W YOFIK STATE & TOWN COE ES PURSUANT TO CHAPTER 236 THE OWNER THE FOLLOWING ITEMS: REQUIRED AND-GONffffO -OF F THE TOWN CODE. 13. AFTER THE AWARD OF THE CONTRACT,ARCHITECT WILL FURNISH CONTRACTOR THREE PRINTS OF EACH DRAWING.ALL a. A GENERAL GUARANTEE OF ALL MATERIALS AND EQUIPMENT. OTHER PRINTS NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE REPRODUCED FROM THESE PRINTS AND SHALL BE b. MANUFACTURER'S WARRANTIES AND PRODUCT LITERATURE INCLUDING CLEANING THE RESPONSIBILITY OF THE CONTRACTOR. INSTRUCTIONS. c. MANUFACTURER'S MAINTENANCE AND OPERATION INSTRUCTIONS. SOUTHeEr10WITPQ1NNiM)ARD 14. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CURRENT CONTRACT DOCUMENTS AT THE JOB SITE DURING ALL d. EQUIPMENT INSTRUCTIONS-G.C. OR INSTALLER SHALL REVIEW THE OWNER, THE PROPER LT- ___ S0711JL TOWN TRUSTEES PHRASES OF CONSTRUCTION FOR USE BY ALL TRADES. MAINTENANCE AND OPERATION OF ALL EQUIPMENT INSTALLED. ____� _ - � � N,Y:S. ETJ 15. A REPRESENTATIVE OF THE CONTRACTOR AUTHORIZED TO DISCUSS THE WORK AND RECEIVE DIRECTIONS FROM THE 49. FINAL CLEANING SHALL BE PERFORMED FOR ALL THE TRADES UPON COMPLETION OF THEIR WORK AND UPON COMPLETION OF ARCHITECT SHALL BE AT THE JOB SITE AT ALL TIMES THAT WORK IS IN PROGRESS. THE PROJECT. THE CONTRACTOR IS TO LEAVE THE JOB-SITE BROOM SWEPT CLEAN. `b ,.c 16. CONTRACTOR NEEDS TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIALS OR EQUIPMENT REQUIRED FOR THE WORK 50. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE (EFFECTIVE DATE 2010) / ®C 'tPANCY OR TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN CONNECTION. AND THE WOOD CONSTRUCTION MANUAL(WFCM) FOR AND TWO FAMILY DWELLINGS 1995 BC HIGH WIND EDITIONS(AS REFERENCED FROM THE NYS RESIDENTIAL CODE) PRESCRIPTIVE DESIGN (CHAPTER 3 )AND ALL LOCAL CODES HAVING USE IS UNLAWFUL V1,� 17. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS AND WORKMANSHIP AND THE JURISDICTION OMISSIONS IN CONTRACT DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL /� WORK DESCRIBED IN THE PROJECT DOCUMENTS AND WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE APPLICABLE STATE AND LOCAL LAWS. IWOUT CERTIFICAT LETTER IN WHICH THEY ARE WRITTEN. 51. THE G.C. SHALL PROVIDE ALL ADDITIONAL ITEMS OF WORK AS REQUESTED BY ALL LOCAL AND STATE BUILDING DEPARTMENT i� ®'- �CUPANCY 18. ANY CORRESPONDENCE TO THE ARCHITECT OR TO THE OWNER SHALL BE FORWARDED IN A COPY TO THE OTHER. OFFICIALS. / 1 19. THE CONTRACTOR WARRANTS, BY TENDERING HIS/HER BID THAT HE/SHE HAS VISITED THE SITE AND CAREFULLY INSPECTED 52. SHOULD THERE BE A CONFLICT BETWEEN THE DRAWINGS AND NOTES OR WITHIN THE DRAWINGS OR THE NOTES �.,:...:. ..�.k: ._ THE EXISTING BUILDING AND SITE CONDITIONS AFFECTING THE WORK.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THEMSELVES, THE CONTRACTOR IS TO VERIFY THE INTENT WITH THE ARCHITECT PRIOR TO SUBMISSION OF THE BID. i 1 EXISTING CONDITIONS MUST BE REPORTED TO THE ARCHITECT, IN WRITING,THREE(3) BUSINESS DAYS BEFORE RETURN OF / THE BID. LATER CLAIMS FOR EXTRA COSTS FOR LABOR, EQUIPMENT OF MATERIALS REQUIRED, OR FOR DIFFICULTIES 53. THE CONTRACTOR IS TO PROVIDE ALL FLOORING, BRACING, PARTITIONS,AS NECESSARY TO ACCOMPLISH ALL THE WORK IN ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE WILL NOT BE RECOGNIZED. AN APPROVED MANNER. 1 20. THE GENERAL CONTRACTOR SHALL GREENLINE ON THE FLOOR A FULL SCALE PARTITION LAYOUT FOR INSPECTION BY THE 54. DUMPSTERS SHALL BE LOCATED IN ACCORDANCE WITH THE APPLICABLE RULES, LAWS AND REGULATIONS IN EFFECT AT THE / ARCHITECT PRIOR TO ERECTING ANY INTERIOR PARTITIONS. TIME OF THE PROJECT, IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO DETERMINE ALL SUITABLE LOCATIONS. 21. "ALIGN"SHALL DENOTE GYPSUM BOARD LAMINATED OR FURRED OUT OVER FACE OF EXISTING CONSTRUCTION AT JUNCTION �+ WITH NEW CONSTRUCTION TO MAKE A FULLY CONTINUOUS SURFACE FREE OF CRACKS OR ANY OTHER IRREGULARITY. ENERGY N OTES / 1 22. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE MOISTURE WRAPPING MATERIALS AS MANUFACTURED BY i 1 "AMAFLEX"OR THE APPROVED EQUAL. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY / 23. ALL SPACES AROUND PIPES, DUCT WORK, ETC.. PENETRATING RATED CONSTRUCTION SHALL NOT EXCEED Y"AND SHALL BE CONSERVATION CONSTRUCTION CODE, LATEST EDITION AT THE TIME OF PERMIT APPROVAL. (HERE AFTER PACKED SOLID WITH MINERAL WOOL AND BE CLOSED OFF BY TIGHTLY FITTING METAL ESCUTCHEONS ON BOTH SIDES OF KNOWN AS ECC) I RATED CONSTRUCTION,AS REQUIRED BY LOCAL CODES. , 2. EXTERIOR DOORS AND DOORS TO GARAGE U = .40 MAX. / � APPROVALS 24. WHERE STEEL STUDS ADJOIN METAL DUCT WORK, OR WHERE TWO METALS ARE AFFIXED TO EACH OTHER, THE GENERAL 1 CONTRACTOR WILL PROVIDE THE NECESSARY INSULATING MATERIAL SO THAT NO VIBRATION OR NOISE IS TRANSMITTED 3. WINDOWS, SLIDING DOORS,ALL GLASS U = .36 MAX. i EXISTING BETWEEN THE METALS. 4. ALL FIREPLACES TO BE PROVIDED WITH A SOURCE OF COMBUSTION AIR AS REQUIRED BY THE FIREPLACE / GARAGE W i I I i a m F. Savin o 25. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL SOUND BARRIER MATERIALS WITHIN ANY CONVECTOR ENCLOSURE CONSTRUCTION PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK. , N A R C H I T E C T COINCIDENT WITH GYPSUM WALLBOARD PARTITIONS, TO MAINTAIN THE SAME DEGREE OF SOUND INSULATION THAT IS 1 PROVIDED BY THE ADJACENT WALLBOARD MATERIAL. 5. PROVIDE TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS AS REQUIRED BY SECTION 102.7 OF THE ENERGY CONSERVATION CODE. 71 'West 23rd Street Suite 1908 26, THE CONTRACTOR SHALL CONTAINERIZE ALL DEBRIS AND BROOM CLEAN ALL CONSTRUCTION AREAS AT THE COMPLETION OF 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, DESIGN AND TYPE OF NeWV York, N.Y 10010 EACH WORK DAY, PERIODICALLY REMOVING DEBRIS AS REQUIRED. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL AS IS REQUIRED BY THE BUILDINGS / REMOVE ALL DEBRIS AND LEAVE THE PREMISES BROOM SWEPT CLEAN. DEPARTMENT. �' 191-6" t 16-0" 11'-6" t 41'-6" Tel:212-727-2248 27. THE CONTRACTOR SHALL THOROUGHLY CLEAN PREMISES(BASE, WALLS, FLOORS, DOOR/BUCK/HARDWARE) PRIOR TO TURNING IT OVER FOR OCCUPANCY, INCLUDING BUY NOT LIMITED TO VACUUMING THE CARPET, REASONABLE PAINT TOUCH UP 7. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEGREES F; FOR COMBINATION HEATING AND COOLING Fax:212-727-8291 I WHERE REQUIRED AFTER COMPLETION OF WORK BY HIS OWN FORCES AND THAT OF OTHER TRADES ETC.. TO PRESENT A THERMOSTATS. THE RANGE SHALL BE 45-85 DEGREES F. / EXISTING I ' Email:SavinoArchitect@aol.COm GENERALLY NEW APPEARANCE FOR TENANT MOVE-IN. STORY FRAME I 8. INSULATE ALL MECHANICAL PIPES. PIPES SHALL BE INSULATED AS PER TABLE 503.3.3.1 OF THE ECC. � HOUSE 28. CLAIMS FOR ADDITIONAL WORK SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT WITHIN THREE (3) DAYS AFTER THE - INSULATED AS PER TABLE 503.3.3.3 OF THE ECC. tD NEW 1 STORY 9. ALL DUCTWORK SHALL BE INSULI EVENT GIVING RISE TO SUCH CLAIMS, WITH A COMPLETION DESCRIPTION OF THE WORK, MATERIALS BEING USED, EXACT SCREEN PORCH LOCATIONS OF THE WORK AND DETAILED COST ESTIMATE. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK FOR `- WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM 10. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 120 DEGREES FMAX. / *' GEORGE STYLIANOS DESIGNER THE ARCHITECT. FAILURE TO OBTAIN SUCH WRITTEN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA I COMPENSATION. 11. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO THE � MAXIMUM OF 3GPM @ 60 PSI WATER PRESSURE, 29. THE CONTRACTOR SHALL FURNISH AND INSTALL BLOCKING FOR WALL OR CEILING HUNG ITEMS.THE CONTRACTOR SHALL BE EQUIPMENT SHALL MEET THE PERFORMANCE STANDARDS AS DETAILED IN TABLE 503 RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 12. HEATING AND COOLING .2 N \ NEW 2ND STORY 'o BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENTS IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS AND GOOD OF THE ECC. i FRAME ADDITION I PRACTICES. 13. THE G.C. SHALL BE RESPONSIBLE FOR PROVIDING WRITTEN CERTIFICATION BY A REGISTERED DESIGN / SAVINO RESIDENCE 30. PROVIDE ACCESS DOORS AS REQUIRED FOR MECHANICAL, ELECTRICAL, ETC.AS REQUIRED BY CODE. LOCATION TO BE PROFESSIONAL STATING THAT THE REQUIRED HVAC TEST, SYSTEMS BALANCING REPORT, AND MECHANICAL EXISTING 2 STORY I APPROVED BY OWNER AND/OR ARCHITECT. PROVIDE METAL ACCESS DOORS FOR EASY ACCESS TO ALL VALVES, DAMPERS, WORK HAS BEEN COMPLETED IN ACCORDANCE TO CODE. i b FRAME HOUSE 1725 KINGS ST CONTROLS, JUNCTION BOXES AND OTHER ITEMS REQUIRING SERVICE. I 14. WATER HEATING EQUIPMENT SHALL MEET THE PERFORMANCE STANDARDS AS DETAILED IN TABLE 504.5 OF / -H ORIENT, NY 11957 31. THE CONTRACTOR SHALL PERFORM ALL PATCHING OF CUTS REQUIRED BY ALL TRADES. THE ECC. �� 0� I 32. CONTRACTOR AGREES TO PROTECT AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM LOSES OR DAMAGES AND TO 15. ALL WATER PIPING SHALL BE INSULATED TO THE MINIMUM STANDARD AS DETAILED IN TABLE 504.5 OF THE ECC. DRAWING TITLE REIMBURSE OWNER OR ARCHITECT AND THEIR AGENTS FOR ANY EXPENSES. INCLUDING LEGAL FEES AND DISBURSEMENTS. IN - t 26'-6" t 44'-0" GENERAL NOTES, SITE ANY ACTION FOR DAMAGES, OR BECAUSE OF ANY INFRINGEMENT OR ALLEGED INFRINGEMENT OF ANY LETTER PATENT OR 16. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN THE ECC. wi o I W PATENT RIGHTS RESULTING FROM USE OF SALE OF IITEMS OF THE CONTRACTOR. 17. ALL BUILDING MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER ��N/ N I 33. UPON AWARD OF CONTRACT AND PRIOR TO COMMENCEMENT OF ANY WORK, CONTRACTOR SHALL SUBMIT CERTIFICATE OF LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. �� PLAN , AND LIGHT W INSURANCE FOR WORKMAN'S COMPENSATION, AUTOMOBILE AND GENERAL LIABILITY A REQUIRED BY THE OWNER. 18. INSULATATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF THE INSULATION gam/ -- 'a CALCULATIONS 34. THE LIABILITY INSURANCE CERTIFICATE, SHALL INCLUDE THE OWNER AND ARCHITECT AS ADDITIONAL INSURED AND INDICATE AT PLATE LINES, BEND JOINTS AND CORNERS. L -- -- -- -- -- -- -- -- -- -- -- -- -- THAT THE INSURANCE COMPANY RECOGNIZED THE EXISTENCE OF THE HOLD HARMLESS AGREEMENT. REFERENCE SHOULD KING STREET 200.00 PROPERTY LINE BE MADE TO THE SPECIFIC CONTRACT. THE CERTIFICATE SHOULD BE BROAD FORM CONTRACTUAL. 19. EXTERIOR INSULATION WITH PROTECTIVE COATING SHALL EXTEND A MINIMUM OF 6" BELOW GRADE. DATE: MAY 28, 2014 35. CONTRACTOR SHALL RETAIN TITLE TO ALL MATERIALS AND EQUIPMENT UNTIL IT IS INCORPORATED INTO THE WORK OR 20. FOUNDATION INSULATION SHALL EXTEND A MINIMUM OF 2'-0" BELOW GRADE AS PER TABLE 502.2.1.6 OF THE DRAWN OWNER'S WRITTEN ACCEPTANCE, RISK OF LOSS, DAMAGE BY FIRE OR OTHER CAUSES TO MATERIALS OR WORK PROVIDED BY ECC. CHECKED Y: L.MA HADD BY: B.SAVINO THE CONTRACTOR SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY UNTIL IT IS INCORPORATED INTO THE WORK AND UPON S 1 T E f LA N DWG. NO: OWNER'S WRITTEN ACCEPTANCE. 36. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE UNTIL IT IS TURNED OVER TO THE 1 SCALE: I :20 A 0 01 ■ 0 0. OWNER. CAD FILE NO: 1 of# ARCHITECT'S SEAL CAD FILE NO.: ISSUES: # DATE: TO: ± 5'-4" 1 5/28/2015 DOB SUBMISSION ±21'4" ± 17'-2" ----- EXTENT OF ROOF REMOVAL EXISTING ROOF TO REMAIN REMOVE HATCH, STEPS AND FOUNDATION WALL I/ - -�I�I +� I/I I/� EXISTING FOUNDATION WALL Ilk ISTING BA ROOM#2 3 ,/ , J REVISIONS EXISTING DOOR AND FRAME EXISTINGI' O / / O I # DATE: DESCRIPTION: BEDROOM#I j2K, %z / w �� / / W I I/Of � / o O / ZD p LL L� / LU EXISTING CELA LR j j O / / w t/p w i CLOS. M EXISTING / "'� / BEDROOM #2 OUTLINE OF EXTERIOR NOTES: WALL BELOW +1 REMOVE ROOF SHINGLES, REMOVE PARTITION SUBSTRATE AND FRAMING. CEILING JOIST TO REMAIN CLOS. DN CELLAR FLOOD DEMOLITION PLAN I SCALE: I /4"= 1 '-o" SECOND F LOOK DEMOLITION PLAN 3 SCALE: 114"= I '-0" ±5'-3" r----------i I I I I ± 12'-4" j I I j REMOVE HATCH,STEPS AND EXTENT OF EXISTING I I I I FOUNDATION WALL CEDAR SHINGLE REMOVAL I I I I _ I I I I I I I +, I I I I I I I I I I I I APPROVALS I I I I I I I I -------------------------------------- William F. Savin o SINK R A R C H I T E C T O EXISTING 71 West 23rd Street Suite 1908 ATH#I New York, N.Y 10010 EXISTING H Tel:212-727-2248 U LIVING ROOMEXISTING DECK Fax:212-727-8291 EXISTING > EXISTING Email:SavinoArchitect@aol.com LIVING ROOM w KITCHEN CLOS. REMOVE CEILING GEORGE STYLIANOS DESIGNER n n _1=======i_ ----------------- --------------- ---- I I I J +6WI � REMOVE WINDOW SAVINO RESIDENCE � z H xW AND JAMBS 1725 KINGS ST w `J �o Z ORIENT, NY 11957 W DRAWING 7LE UP w 0 W CELLAR, FIRST AND I U I I I 20'-10° SECOND FLOOR ± EXTENT OF EXISTING CEDAR SHINGLE REMOVAL DEMOLITION P LAN DATE: MAY 28, 2014 DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO FI R5T ELOOK DEMOLITION PLAN DWG. NO: SCALE: 1/4"= 1 '-0" OO� ■ OO ARCHITECT'S SEAL CAD FILE NO: 1 of# CAD FILE NO.: I L ISSUES: # DATE: TO: NOTE: 1 5/28/2015 DOB SUBMISSION 1. SEE DRAWING A004 FOR LEGEND,NOTES AND SCHEDULES. 12'-6" (NEW ADDITION) 16'-6" 8'-8" (NEW ADDITION) REVISIONS # DATE: DESCRIPTION: NEW CONCRETE FOOTING BELOW - •' • I - a - _ - - - - - oo � NEW 8"CONCRETE ' "' co FOUNDATION WALL 1. — NEW ANCHOR BOLTS / 2 X 10 16"O.C. ,. (FIRST FLOOR I_ z FRAMING PLAN) O RELOCATE AND REINSTALL EXISTING — — — 3: BILCO STAIR w z • z NEW CELLAR I — — — — — 0 F__ -------------- Q LINE OF DECK ABOVE LI 4"POURED CONCRETE / /i z SLAB(SEE FOUNDATION i Z SONO-TUBES UNDER SECTION) i q DECK,TYP «° I - NOTES: �------- ------------------ , . 10" LINE OF DECK ABOVE `" TYR ( - i SONO-TUBES UNDER BITUMINOUS / 2'-0" •/ i DECK„TYP WATERPROOF NEW SLOP NP• EXISTING CONCRETE MEMBRANE SINK I 7" TI — . FOOTING TO REMAIN NEW CONCRETE � (BLOCK) -- - ' I NEW EJEC. T�'P. FOUNDATION WALL EXISTING(BLO K) _...... _.. . _..............................._ I I I PUMP C FOUNDATIONWALL,TO REMAINBONDING AGENT #4DOWELSX......... .... .......................................... .................... 18"MIN. l.. 2'-6"LONG @ 18"....._............... ....... ............... ......._................ .....;;. E ` .......... .................... .. ......._ ..................... .... ( EMBEDMENT O.C.VERTICAL / \\ / EPDXY GROUTED DETAIL 1A I EXISTING CONCRETE DETAIL IA I I FOUNDATION WALL t 4'-6" INFILL BLOCK AS DETAIL IA EXISTING M.O. REQUIRED I EXISTING CELLAR FILL-IN MASONRY OPENING — — — — — — — — — — — — — — — — — — — — — — — — — — -J------------- -i ... z I SONO-TUBES UNDER 2'-9° t s'-1° i DECK,TYP APPROVALS Q i LINE OF DECK ABOVE L : � 1111iIIiam F. Savino 5"POURED CONCRETE SLAB WITH 6 X 6 X 10 I' °D A R C H I T E C T WWM i i 12"X 4'-0"DEEP 71 West 23rd Street Suite 1908 ....._... BELOW GRADE FOUNDATION W ALL New York, NY 10010 - - - - - - - - - - - - - Tel:212-727-2248 ' l Fax:212-727-8291 Email:SaVinoArchitect@aol.com ------------------------------------------------------------- 20'-6" GEORGE MLIANOS DESIGNER 21'-6"(NEW ADDITION) S"INO RESIDENCE CELLAR CONSTRUCTION PLAN 1725 KINGS ST I SCALE: 114"= 1 '-0" ORIENT, NY 11957 DRAWING TITLE CELLAR FLOOR CONSTRUCTION PLAN DATE: MAY 28, 2014 DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO DWG. NO: A - 003 . 00 CAD FILE NO: ARCHITECT'S SEAL CAD FILE NO.: 1 of# ISSUES: LEGEND EXTERIOR DOOR SCHEDULE # DATE: TO: EXTERIOR PARTITION 1 5/28/2015 DOB SUBMISSION ,, • WOOD CLAPBOARD SLIDING TO MATCH EXISTING DOOR NO. MODEL TYPE W/5-1/2"EXPOSURE-PAINT TO MATCH EXISTING • 30#BUILDING FELT1O 6'-0"X 6'-8"SLIDING DOOR TYPE 2 • 3/4"PLYWOOD SHEATHING • 2X6 WOOD STUD @ 16"O.C. O2 2'-8"X 6'-8" TYPE 1 • R-21 INSULATION • 5/8"GYPSUM BOARD(INTERIOR) O3 Y-0"X 6'-8" TYPE 1 r INTERIOR PARTITION • 2X4 WOOD STUD @ 16"O.C. W/SOUND ATTENUATION BLANKETS 5/8"GYPSUM BOARD ON BOTH SIDE INTERIOR DOOR SCHEDULE EXISTING PARTITION TO REMAIN DOOR NO. MODEL AO 2'-8"X 6'-8"SOLID CORE/PT.GRADE NEW DECK TO MATCH EXISTING DECK Og 2'-4"X 6'-8"SOLID CORE/PT.GRADE ALIGN AND INTERCONNECT NEW DECK WITH EXISTING REVISIONS O2'-8"X 6'-8"SOLID CORE/PT.GRADE # DATE: DESCRIPTION: ODOOR TAG OD (2)2'-0"X 6'-8"SOLID CORE/PT.GRADE 1 O WINDOW TAG A-6 OE OE EXISTING WINDOW/OR DOOR O COMBINATION SMOKE/CARBON MONOXIDE DETECTOR PROVIDE HOSE BIB 10"CONCRETE FOUNDATION WALL �— WITH FROST FREE • APPLY BITUMINOUS WATERPROOFING FAUCET MEMBRANE ON ALL EXTERIOR SURFACES 12'-6" (NEW ADDITION) ± 16'-6" BELOW GRADE 6'-0" 6'-6" 8'-8" TYPE 1 TYPE 2 ©I EXTERIOR INTERIOR r DOOR ELEVATIONS REINSTALL EXISTING BILCO NOTES: OS HATCH `Y' w ao % in WINDOW SCHEDULE WIND.NO. MODEL SIZE ROUGH OPENING L= V= REMARKS (L N O CW235 4'-9"W X 3'-5 3/8"H 12 11.1 CASEMENT WINDOW PROVIDE 10"DIA. SONO-TUBES N UNDER DECK, SONO-TUBE TO 20 A21 2'-0 5/8"W X 2'-0 5/8"H 2.6 0.9 AWNING WINDOW EXTEND PAST FROST LINE z r O3 CX125 2'-8 1/2"W X 2'-4 7/8"H NEW DECK TO MATCH % 4.4 4.1 CASEMENT WINDOW 2'-0" 3'-6" 5'-8" 6'-0" o EXISTING DECK Q ® A251 2'-4 7/8"W X 2'-0 5/8"H 3.2 1.1 AWNING WINDOW INTERCONNECT DECKING AS ' REQUIREDw O5 CXW14 3'-0 1/2"W X 4'-0 1/2"H 9.5 8.4 z CASEMENT WINDOW , SLOPE o q © TW20310 2'-2 1/8"W X 4'-0 7/8"H 5.26 3.09 D.H.WINDOW i CLAPBOARD TO 9-g ' w `) �, MATCH EXISTING/ _ o wLo ADJACENT SIDING q oO - ___ Fo N� - WINDOW AND DOOR NOTES: 1. DOORS AND WINDOWS ARE BY"ANDER'SEN"400 SERIES o o 2. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE HIGH PERFORMANCE O O M NEW DECK Z%> o O - _- -- - 2 LOW E4 GLASS. 00 NEW DECK A-6 3. ALL GLASS PANELS LOCATED BELOW 18"ARE TO BE TEMPERED GLASS. 4. PROVIDE PLYWOOD SHUTTERS TO DOORS AND WINDOWS AS PER STATE 6'-3" HIGH PERFORMANCE CODE. o i\ i 5. DOOR HARDWARE TO BE SELECTED BY ARCHITECT. ih K x_`� - -- i -- - - -�� O LINTEL SCHEDULE: 6-6-1 I 1 �� - EXTERIOR DOORS-(2) 13/4"X 117/8"MICROLAM,U.O.N. -- - WINDOWS 4'-0"WIDE OR MORE-(2) 13/4"X 117/8"MICROLAM OREPAIR JAMB i i SINK r"R NOTE: AS REQUIRED ; '; O Y 1. DO NOT SECURE THE DECK TO THE EXISTING BUILDING.CONNECT TO TO MATCH _� U ADJACENT O XISTING INSTALL NEW 00 EXISTING DECK AS REQUIRED.(VERIFY WITH ARCHITECT) 77 SURFACES E ATH#1 75 CFM O r z EXHAUSTFAN - `0 APPROVALS 2 EXISTING H w A-5 DINING ROOM EXISTING EXISTING DECK KITCHEN NEW DECK TO MATCH William F. Savin o OEXISTING DECK LIVING ROOM C+ EXISTING CLOS. INTERCONNECT DECKING A R H I T E C T AS REQUIRED.DECK O ELEVATION TO ALIGN 71 West 23rd Street Suite 1908 New York, N.Y 10010 E Tel:212-727-2248 ------- --- ----------------------------------------------------- - - — - -- PROVIDE 10"DIA. Fax:212-727-8291 SONO-TUBES UNDER Email:SavinoArchitect@aol.com DECK,SONO-TUBE TO - EXTEND PAST FROST LINE OFINISH TO BE SELECTED BY ' ARCHITECT (2)2X10 GEORGE STYLIANOS _ - EXTERIOR GRADE Y DESIGNER O STONE FINISH TO - - - NEW DECK _ - V DECK FRAMING E io BE SELECTE— UPI— BY - - w E iv ARCHITEC - ------------- - -----------------_----- - ---------------- o DN 20'-10" ---- - w z -- {� L 2 X A BEAM OR �+ Q NEW DECK TO MATCH SA'VINO R0 LAMINATED 1-3/4" SCREEN PORCH -- EXISTING DECK INTERCONNECT X 9-1/2"BEAM _ DECKING AS REQUIRED. EXISTING FURNACE -- - - CONTINUE FRAME AS REQUIRED 1725 KINGS ST DIRECT VENT - - -- _ ORIENT, NY 11957 ao _ SEE NOTE 1 INTAKE/EXHAUST _ ____________ _ = __ OUTLET AND HOT --- - WATER HEATER VENT DRAWING TITLE TO REMAIN 1'-0° CONCRETE io FOOTING 21'-6" 22'-9" FIRST FLOOR ± NEW DECK CONSTRUCTION PLAN 1 A-5 DATE: MAY 28, 2014 DRAWN BY: L.MACHADO f I IRSIT FLOOK CO NSTICU CTI O N PLAN CHECKED BY: B.SAVINO I SCALE: 1/4"= 1 '-0" DWG. NO: A - 004 . 00 CAD FILE N0: ARCHITECT'S SEAL CAD FILE NO.: 1 of# ISSUES: 14'-0" (NEW ADDITION) # DATE: TO: 1 5/28/2015 DOB SUBMISSION EQ EQ NEW LEADER V-0"OVERHANG V-0"OVERHANG 3-1/2"DIA.TO MATCH EXISTING o / zz // zZ -- 1 W w > / 3-0 I 3-00 > O / / O i0 / GAF"WEATHER GUARD"ICE SHIELD. 3'-0"ALONG ALL M04(a) 16"O.C. 2"X 10" 16"O. . OUTSIDE EDGES OF ROOF / REVISIONS (TYPICAL)HATCHED AREA NEW GUTTER II/ ¢ I/ o # DATE: DESCRIPTION: 5"DIA.HALF CIRCLE / W OUTLINE OF BUILDING BELOW A w NEW LEADER / / z 3-1/2"DIA.TO 8'-6" c `° GAF"WEATHER GUARD"ICE MATCH EXISTING I N o N SHIELD.3'-0"ALONG ALL cv I SOLID HATCH AREA OUTSIDE EDGES OF ROOF AREA OF METAL FLASHING (TYPICAL)HATCHED AREA TO MATCH EXISTING NEW GUTTER ri w o I SLOPE DN SLOPE LN I 5"DIA.HALF CIRCLE � — — � I/ - - - - - - - - - - - - - - - OUTLINE OF NEW LEADER rL CL r BUILDING BELOW 6"OVERHANG MATCH EXISOTING CL T 5'-0" T-10" 91-6" /3'-2/ I / l - - — - - - - - - - - I _/_ _ — — r� / / ISTING OE ® ; O ® O 4 / O2 p III III / o / z' BA HROOM#2 I ' =o- _Z SLOPENOTES:/ I— O DN w EXISTING A p 0 BEDROOM / W BATH#3 a X _O NOO6-6" 14'-2" O OO `° 1A11 o ¢ z (2)2 x 10 RIDGE BEAM Qq 04 W O C BEDROOM#3 (L io I w I p oI C7 z O 2 I I\> G ��'lql z zz io CLOS. CLOS. (2)2 X 10 BEAM Ir w I � y \ WO o U d I 6 Xd I O O °° O I I �< - - - - - - //.i/ - - - - - - - - - - - J / O f J 4'-011® EXISTING N CLOS. CLOS. BEDROOM H I EXISTING EXISTING \ �L_ — — — _I 2 O I ROOF SLOPE ROOF SLOPE I % ; 6"OVERHANG OEQ2'-4" EQ EQ 3'-1" EQ OGAF"WEATHER GUARD"C' E 6' (L I I SHIELD.3'-0"ALONG ALL CE O3'-0" 9'-0" 9'-6" i I OUTSIDE EDGES OF ROOF 21'-6" (NEW ADDITION) EXISTING ROOF L EXISTING ROOF I (TYPICAL)HATCHED AREA CLOS. &DN7INSIDE DIMENSION i I NEW GUTTER 5 DIA.HALF CIRCLE w EXISTING GUTTER - - - - - -� a - - � a V) I L - - - - - - - - - - - CUT AND MODIFY AS O _ p N REQUIRED M ± 19'-O" 21'-0"(NEW ADDITION) APPROVALS EXISTING ROOF E- EXISTING I NEW -- ROOF IIROOF-_____-� NOTE: William F. S a v • n o 1.INSTALL METAL VALLEY FLASHING TO A R C H I T E C T MATCH EXISTING.PROVIDE GRACE ICE SHIELD UNDER FLASHING, 1'-6"IN BOTH DIRECTIONS 71 West 23rd Street Suite 1908 New York, N.Y 10010 Tel:212-727-2248 ISO O F C O N ST ICU CT I O N PLAN Fax:212-727-8291 Email:SavinoArchitect@aol.com SECOND FLOOD N ICU TI N PLAN SCALE: I/4"= I '-o" I SCALE: 114"= I '-0" GEORGE SWLIANOS DESIGNER SAVINO RESIDENCE 1725 KINGS ST ORIENT, NY 11957 DRAWING TRLE SECOND FLOOR AND ROOF CONSTRUCTION PLAN DATE: MAY 28, 2014 DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO DWG. NO: A - 005 . 00 CAD FILE NO: 1 of# ARCHITECT'S SEAL CAD FILE NO.: ISSUES: # DATE: TO: 1 5/28/2015 DOB SUBMISSION RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR rjhROOF RIDGE 1` \ NEW ROOF FINISH TO ---- --- -- -------------------------------------- --a'-- --- I + MATCH EXISTING ROOF FINISH 4"DIA.ALUMINUM = �; GUTTER TFF 00 --- --------- _ NEW CEDAR ii _......._..... ..........._._......_....._........................._� ' SHINGLES TO \ MATCH EXISTING — REVISIONS # DATE: DESCRIPTION: EXISTING ROOF -- TO REMAIN SECOND FLOOR ----------- -------------------- ------------------------ ------------------------ -------- -- - -- ---- - - - - - --- EL. 8'-7" ..................._...................................... ......I NEW WOOD �;. . . x CORNER TRIM TO x y MATCH EXISTING T V ,.x•,;� �_, NEW LEADER y.: ' CONNECT TO NEW - DRYWELL,TYP. ------------ NEW SCREEN,TYP. FIRST FLOOR --------------------------------- --- EL.0'-0" --- -- ----_ -- -- NOTES: GRADE VARIES IQV(REGRADE AS REQUIRED) 3 EQUAL SCREENS 3 EQUAL SCREENS I I I I I I LINE OF \\�___6 X 6 WOOD POST, FOUNDATION WALL - TYPICAL I � I I I I I I I I I -- — — — - - - - - - - - - - -- - - -- - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - --- I I I I I I I I I I I I J J J J SOUTH ELEVATION SCALE: 114"= P-0" I EXISTING ROOF TO REMAIN RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR APPROVALS NEW ROOF FINISH TO MATCH EXISTING ROOF ! William F. Savin o FINISH ROOF RIDGE _ T A R C H I T E C T 147 -1 it I71 West 23rd Street Suite 1908 0 4"DIA.ALUMINUM GUTTER _.... New York, N.Y 10010 SECOND FLOORTel:212-727-2248 +__ —� EL.8'-7° -- Fax:212-727-8291 -- — –– , ---- Email:SavinoArchitect@aol.com NEW CLAPBOARD �' --- NEW WOOD i` CORNER TRIM TO bo MATCH EXISTING - GEORGE STYLIANOS NEW LEADER DESIGNER CONNECT TO NEW .................._...... .......................................... DRYWELL,TYP. ---- i I FIRST FLOOR -- -- ------------------------ EL.0'-0" ---- — .. ........ ....... .............................................................. ................................. ............ . ...................................................................................................................................... GRADE VARIES ,---------------------" (REGRADE AS REQUIRED) ISAVINO RESIDENCE LINE OF FOUNDATION 1725 KINGS ST WALL - EXTERIOR OUTLET ORIENT, NY 11957 I I I I I ! DRAWING TITLE I I SOUTH AND WEST ��-- - -II- -- - - - - - - --- - - -- - - - I I 1 ELEVATIONSI I I I I I DATE: MAY 28, 2014 WEST ELEVATION DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO SCALE: 114"= 1 '-0" DWG. NO: A - 006 . 00 CAD FILE NO: ARCHITECT'S SEAL CAD FILE NO.: 1 of# ISSUES: # DATE: TO: 1 5/28/2015 DOB SUBMISSION RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR NEW ROOF FINISH TO MATCH EXISTING ROOF FINISH ROOF RIDGE ---------------- ----- ---- --- -- NEW CEDAR SIDING TO MATCH EXISTING ;u REVISIONS 4"DIA.ALUMINUM \ # DATE: DESCRIPTION: GUTTER IL \ .. . ..................... . ..................................................... ............................. . -.. . \ 5 \ EXISTING ROOF fs TO REMAIN — SECONDFLOOR _......................._..........................................................; ----------- --------------------- ----------------- - ----- --- -------- i EL. 8'-7" _._.____ ..... ............................................................. . . .... ..................................................... ... . i NEW CLAPBOARD i NEW WOOD bo CORNER TRIM TO © © 1 i MATCH EXISTING NEW LEADER CONNECT TO NEW DRYWELL,TYP.t-Jk - — FIRST FLOOR NOTES: ---- -- ----------- ------------------------------------------------- - --------- ' EL.0'-0" i GRADE VARIES (REGRADE AS REQUIRED) I "SCAPEWEL"WINDOW I WELL SYSTEM BY BILCO I W/PLEXI-GLASS COVER - - I I I I I I LINE OF FOUNDATION WALL - I I I I I I F_ - - – – – – - - - - - - - - - -- -- -- -- -- --- -- -- - - -- - - �—I � I I I I I I I I I I I I NORTH ELEVATION SCALE: 114"= 1 '-0" ................................................................................................................................................................................ . ...............I.__................................ ...... .......... .......... ........._.. ........................... , ROOF RIDGE ----------------------------------------------------------------------------------------------- EXISTING ROOF TO REMAIN - - - RIDGE CAP TO MATCH APPROVALS — EXISTING IN PROFILE AND I COLOR NEW CEDAR SIDING NEW ROOF FINISH TO William F. Savino^ � � I I � � I TO MATCH EXISTING MATCH EXISTING ROOF A R P-0"X F-0"VENT FINISH --- 71 West 23rd Street Suite 1908 NEW CEDAR SIDING - -- -TO MATCH EXIST __ — New York, N.Y 10010 4"DIA.ALUMINUM --- GUTTER Tel:212-727-2248 rk - - - - ---- - - SECOND FLOOR Fax:212-727-8291 EL.8'-7" Email:SavinoArchitect@aol.com NEW WOOD y L CORNER TRIM TO MATCH EXISTING NEW SCREEN DOOR,TYP. ,., x, © © NEW CLAPBOARD D SON RE STYLIANOS NEW SCREEN,TYP. NEW LEADER / ............................... .. . ...................... �' CONNECT TO NEW DRYWELL,TYP. -------- ---------- ---------- --------- --- ------------------------------ FIRST FLOOR SAVINO RESIDENCE Mr/EL.0'-0" ----- r6GRADE VARIES (REGRADE AS REQUIRED) 1725 KINGS ST 1 3 EQUAL SCREENS I ORIENT, NY 11957 BILCO HATCH I I I I I DRAWING TITLE LINE OF NORTH AND EAST I I I I FOUNDATION WALL ELEVATIONS I I I -� - - - - - -- - - - - - - T� - - - - - - - - - -- - I I I I I I I I I I I I I I I I DATE: MAY 28, 2014 DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO 2 EAST ELEVATION DWG. NO: SCALE: 114"= 1 '-0" • O O ■ O O CAD FILE NO: 1 of# ARCHITECTS SEAL CAD FILE NO.: ISSUES: # DATE: TO: 1 5/28/2015 DOB SUBMISSION REVISIONS # DATE: DESCRIPTION: RIDGE VENT TO MATCH EXISTING IN PROFILE AND COLOR (2) 2X 10 RIDGE BEAM __________________ T.O. RIDGE BEAM NEW ROOF FINISH TO MATCH #30 FELT OVER 3/4" PLYWOOD :EXISTING ROOF FINISH 7 SLOPE TO MATCH EXISTING RIM BOARD 5� G 2,, NOTES: 5" DIA. ALUMINUM tib` O ATTIC SPACE SCP GUTTER X16,,0 a 5 2 GAP iii TO MATCH EXISTING `` FOIL SIDE C' WOOD FASCIA DOWN TO MATCH EXISTING 1 p I 1 ', 'i,,ili'il''ll 2x8 @ 1611O.C. ��V��li'�1 ^1��1�'R-38 BATT INSUL.(j(� NEW LEADER EAVE PROVIDE SOFFIT WITH 3 CONTINUOUS SCREENED — VENT TO MATCH EXISTING NEW CLAPBOARD TO MATCH EXISTING 30# BUILDING FELT - 0 3/4 EXTERIOR GRADE 6 6 � - ~ ti P:,YWOOD SHEATHING ON +i -1 ~ 2X6 WOOD STUDS @ 16 O.C. Co AND 5/8" GYP.BD. INTERIOR R-21 INSULATION OFFICE CONTINUOUS TERMITE SHIELD PROVIDE A CONTINUOUS FINISH FLOOR TO BE COMPRESSIBLE FILLER BETWEEN SELECTED BY ARCHITECT FOUNDATION WALL AND SHIELD ________________ T.O. FIRST FLOOR REGRADE AS 11'��';`Il'i'i'lli'lill l��,rli'�2x10 @ 12' 0 iC.S'�l'>>il�l '�1�� R-38 BATT INSUL. �n SPLASH BOX, TYPICAL REQUIRED """ ' ' AT ALL LEADERS _ _ ML, a ---------------- APPROVALS ITI-Ti-Ti-1TI-1T-i i1-ii i-1 i i=i i 1=!i� ti I=1i1=1 1 1 1 1 a r11=111=11=111==1 1=1 1=1 1=1 !I 1=1 �- GRADE •i NEW CELLAR 1 11=1 I 1=1 111-I I!-I I-III-ITI-1 -1 - 10" POURED CONCRETE _1 i1I I__I -I I I I FOIL SIDE UP I a I-11 I=III=III-III=1 =I !=I I- -I —I =1 1=1 I—III I I 1=1 I—IIIIIIIII—! 1=1 —III- FOUNDATION W/#4 VERTICAL =1 I—III—I 1-1 I 1 1=II I=III—I i 1=III=III—III= !-I' AND HORIZONTAL @ 12" O.C. AND 11 11 II!I II II I! a •I (2) 2X8 SOLE PLATE I . 1-ITI-I II-III-III-TI-1 William F. S a v I n o I I i1=1i1=1i1—Ii1=!i! A R C H I T E C T 8" BOTTOM LEG STAGGERED -I !-ITI-! -1 I OVER TERMITE SHIELD 1 -IT!=1 I-i 11=III=III='' 3000 PSI POURED CONCRETE ;III—III1 11=I u•1 �� I; I- 3/4 X 18 ANCHOR BOLT, 12 1 a ° 71 West 23rd Street Suite 1908 I II II 2" MIN. EMBEDDMENTAPPLY BITUMINOUS IIi •°a New York, NY 10010 --11 -1I •I (SEE FOUNDATION PLAN o WATERPROOFING MEMBRANE ON , -ITI;__- 11 ' FOR SPACING °0 I 10" Tel;212-727-2248 ALL SURFACES BELOW GRADE — - I „ ) 1 iI=III=ITI=1111 i 10 ° Fax:212-727-8291 =1Ii1=!TI=!T!= • • PARGE MORTAR —111--111=1I1=11II- J 1/2" EXPANSION FILLER Ia -1 i I-1 i I—ITI—!Tl—i� 1 I ° Email:SavinoArchitect@aol.com NEW POURED CONCRETE -i!T1 Ill IITIITi1T1Til 11 11 4" CONCRETE SLAB W/6X6 #10 WWM I II=III=ITI=III=1 I!=I E I FOOTING W/ 3 45 CONTINUOUS ISSUES: # DATE: TO: 1 5/28/2015 DOB SUBMISSION RIDGE VENT TO MATCH EXISTING IN PROFILE AND COLOR (2) 2X 10 RIDGE BEAM rKT.O. RIDGE BEAM NEW ROOF FINISH TO MATCH REVISIONS #30 FELT OVER 3/4" PLYWOOD EXISTING ROOF FINISH # DATE: DESCRIPTION: RIM BOARD 5" DIA. ALUMINUM 7 2 GUTTER 5 O G 7 TO MATCH EXISTING 1� ATTIC SPACE @ 5 - 7 I6''O -1 WOOD FASCIA ti FOIL SIDE �' ~ TO MATCH EXISTING DOWN -- ---------- ---- ------- NEW LEADER ffiffiW� V% ,2x8 @ 16" 0.C. 1��( O',II!LR-38 BATT INSUL.,vv 2.. VvvVVv0ll!E, PROVIDE SOFFIT WITH 3 J CONTINUOUS SCREENED VENT LFINISH CEILING TO BE TO MATCH EXISTING, TYP. SELECTED BY ARCHITECT EAVE 3/4 EXTERIOR GRADE PLYWOOD SHEATHING ON logBEDROOM #3 NOTES: 2X6 WOOD STUDS @ 16 O.C. NEW ROOF FINISH TO MATCH AND 5/8" GYP.BD. INTERIOR �� \ EXISTING ROOF FINISH R-21 INSULATION o CLOS PROVIDE BASE FLASHING �i� �i� ��` ��\ OVER STORM GUARD NEW SIDING TO MATCH -1 �� i� �� = 12 EXISTING �� \ ��` _ �3 #30 FELT OVER 3/4" PLYWOOD � i� i��_ �� _ (PROVIDE STORM GUARD 30# BUILDING FELT i i� REMOVE EXISTING �� \ d OVER ENTIRE ROOF) i STRUCTURE = 2 X81' 12 /.000" /moi �� \ 16„O C 3C. i FINISH FLOOR TO BE 16 O SELECTED BY ARCHITECT IN%�\ \ 2 .00"i� _ /moi — T.O. SECOND FLOOR E � .00" �� `2 x 8 12 O.C. @ (STRUCTURAL GRADE) I�,^rR-38 BATT (3) 2X10 (3) 2 X 10 !; FINISH CEILING TO BE SELECTED BY ARCHITECT i c (3) 2X10 I w � I U co EXISTING z SCREEN PORCH °O I DINING ROOM +1 U NEW 3/8" TILE FINISH ALIGN WITH ALIGN FINISH FLOOR FIRST FLOOR i WITH FIRST FLOOR APPROVALS T.O. FIRST FLOOR ° - - ° I F. Savino - - _ _ ��._ _ _ - - - - - - - - ._._._._._._._11 , _ William a m EXISTING FLOOR OIST o o � o 0 0 0 �o � H T T-� -------------- -�-J `"` " - ° r_ = -''=1 -1 -1 -1 I -1 I III-1 I}I �--II SAI I III-1 I-1 III' III-hI 1=1 -1 ° l ill III III 1-1 -1 -1 I_I 1=1 1=1 1=1 -1 1=1 71 West 23rd Street Suite 1908 i I it =1 -I =1 =1 1=1 II-1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 1=1 1=1 1=1 1=1T_I=1 1=1 1=1 1=1 11=ITI-ITI-III-III-I l a ° 1 -1 =1 1=1 1=1 1=1 1=1 11 11 1-III-III-I 1=1 -I 1=1 1-1 I I-III-I 11-I 1-I 1-I 1-I -1 -1 -1 11=1 -1,° 1=1 1=1 1- ti----------- l_I i I–I P—I i I-1 i 1=i 1i-1 i I-1 i-1 I-1 1=1 i 1=1 i 1=1 i 1=1 1=1 i 1=1 i=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1=1 i 1 1 1=1 1=1 i-1 1=1 i i° 1=1 1=11= New York, N.Y 10010 I1i1=1i1 ul–'Ti=1i1,Ii1 I'I��Ii,�IIi1i!il ITIITI ITIITIL11ITIIiIITIT11TIilITIT11TIT11�ITII IIi1l�hill IIi11�11 lITlhill�hill IillTllill i ° IITTIITIIiII o I l ITI1 1ITI _I 111111ITi! �_! -1 =111-1 1-111-1 I-111-11-11 I- =111=111=1 Tel:212-727-2248 TBE TO IIII I1=1I I- 1 = "=1I1=1I1=1I1=1I1=1I1=1I -I I1=1I1=1I-III I1=1I1=1I1= - - —1T1—ITII —i= -1 1=1 1=ITI—I 1—IT1=1 1Ti=1T1=Ii=1 ITi1TiITi_ - Fax:212-727-8291 1 I 1=1T-1 I- -Ti—I i 1—I 1—Ti=Ti-i 1=Ti=1 i 1—I 1 -1 1=1Ti= o 0 ITI-I 11—ITI- 2 #5 CONTINUOUS -ITI—ITI—Ti=1T1=1 1 ITI—IT!=ITI1 =1 i I—ITI- ,� Email:SavinoArchitect@aol.com .NE � !I I=1 I I1 I�- O -�11=1 I I-I 11=1 I I-I I=1 I I-III--III °I 11= IIII I -� -II1=1I ll-II1-II1=111- II-III-1111 III=1 - O w -III-I 1=1 -I 11=1 11-I f ' 11 1=1 I- J L� ADHESIVE BACK ALUMINUM -1TiI=III=1 =1I-III ! �° III-III=III- w -1111 11=1 1=1 f 1=1 1=1 11-i 0a Z FLASHING AGAINST EXISTING 1111=11h1-111- EXISTING III=II1_-!I' EXISTING CELLAR oo - >- HOUSE FRAMING -III-I -III-III-. •, ° =III=III- ITI III-III-191 — EXTEND 6X6X10 WWM TO =III=' +1 LL i -MITI T II IITI=III=I =III- BOTTOM OF FOOTING GEORGE STYLIANOS III -III III-III- -III- DESIGNER w -III III-III-III-III III-I'EXISTING FOUNDATION WALL 1'-0" (2) #5 CONTINUOUS (8" CONC. BLOCK) - WELL COMPACTED SOIL SAVINO RESIDENCE EXISTING FOOTING T.O. CELLAR FLOOR 1725 KINGS ST ----- - - - -- - --. -------------------- - r" - ORIENT, NY 11957 DRAWING TITLE i I _ CROSS SECTION C DOSS SECTION I DATE: MAY 28, 2014 SCALE: 112"= P-0" DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO DWG. NO: A - 009 . 00. CAD FILE NO: 1 of# ARCHITECT'S SEAL CAD FILE NO.: F ISSUES: # I DATE: TO: 1 5/28/2015 DOB SUBMISSION REVISIONS # DATE: DESCRIPTION: RIDGE I I I I ' Hi Hi SIMPSON STRONG TIE RIDGE STRAP >i°o >io >�°o ; USE RIDGE STRAP CONNECTION AT Ix 0I0 N'0 Flo Flo %y EACH RAFTER Flo I BATTH#2 .FSTING �.j¢ 1 93 NEW BATH Xi� Vu xl� / WIC Wlv) WIC I i I ------- 2" I I I / _ ---rTo NOTES: I i I j I I I I I I j I _ _ I W.C. I I W.C. I SHOWER j I BATHTUB N cv l I I I I civ I N I �I 4/2' RAFTER 1 SECOND FLOOR I I I 1 _ I i SIMPSON STRONG TIE H2 L- — - - i I N I I TOP USE (2) H2 CONNECTORS N 2„ 2.. 4„ 4„ 2„ 2" ; PLATE AT EACH RAFTER EXISTING 4"SANITARY PIPE I EXISTING 4" SANITARY PIPE I I i I / I I I I I I I I I I I ALL PLUMBING FIXTURES AND PIPES IN ' EXISTING ROOMS ARE EXISTING TO REMAIN I EXTSTING EXISTING BATH# 1 KITCHEN STUD (2) H2 CONNECTORS PER RAFTER I I I I I I 2.. I 211 ------ ---------- I i I �--- I I I I I I I I I W.c- 11 -1/2" -1/2" I I I I I , I I Mi I I I 1 -1/2" ~I I I 1 X1/2" •• I I FIRST FLOOR I _1 -1/2"A - ----- APPROVALS N to ' - BOTTOM .' I N ' 2.1 2" PLATE EXISTING 4"SANITARY PIPE ■ • • ' ------�� tl SIMPSON STRONG TIE ST22 I -------_ William F. Savin o C.O. —i ' C.O. JOIST USE (1) ST22 CONNECTOR AT A R C H I T E C T EXISTINGI / EVERY STUD HOUSE DRAIN 4„ i NEW 71 West 23rd Street Suite 1908 EXISTING cv I SOLE i CESSPOOL ;; SINK PLATE New York, N.Y 10010 EXISTING ' 4"U-TRAP NEW Tel:212-727-2248 . EJEc „ CONCRETE Fax:212-727-8291 4 PUMP 2 1 1 2 // FOUNDATION 3„ Email:SavinoArchitect@aol.com WALL CELLAR M GEORGE STYUANOS ALL PLUMBING FIXTURES AND PIPES IN DESIGNER EXISTING ROOMS ARE EXISTING TO REMAIN SIMPSON STRONG TIE BP USE (1) BP CONNECTOR AT EACH PLUMBING DIAGRAM ANCHOR BOLT ANCHOR BOLTS @ S"INO RESIDENCE I SCALE: NTS 36" O.C. SEE FOUNDATION PLAN 1725 KINGS ST ORIENT, NY 11957 S I M PS O N C O N N E CTO ISS DRAWING TITLE 2 SCALE: NTS PLUMBING DIAGRAM AND SIMPSON CONNECTORS DETAIL DATE: MAY 28, 2014 DRAWN BY: L.MACHADO CHECKED BY: B.SAVINO DWG. NO: A - 010 . 00 CAD FILE NO: 1 of# ARCHITECT'S SEAL CAD FILE NO.: ISSUES: NERAL NOTES LIGHT AND VENTILATION DRAWING INDEX # DATE: TO: G E A-001 GENERAL NOTES, SITE PLAN,AND LIGHT 1r.^L CULATIONS 1 5/28/2015 DOB SUBMISSION ALL WORK IS TO BE PERFORMED WITH THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION OF THE AMERICAN 37. GREAT CARE SHALL BE EXERCISED DURING THE COURSE OF THE WORK TO PROTECT FROM DAMAGING ANY EXISTING II BE CONSIDERED A PART MATERIALS OR OPERATIONS BOTH WITHIN AND OUTSIDE THE CONTRACT AREAS AS WELL AS NEW WORK INSTALLED BY THE A-002 CELLAR AND FIRST FLOOR DEMOLITION PLANS INSTITUTE OF ARCHITECTS(AIA) DOCUMENT A Z -201 OR THE LATEST EDITION.THIS DOCUMENT SHALL � 21 ZQI� YI INSTITUTE CONTRACT FOR CONSTRUCTION. CONTRACTOR. NEGLIGENCE IN OBSERVING SUCH CARE SHALL REQUIRE REPAIR OR REPLACEMENT OF DAMAGED ARTICLES BY REQUIRED RED LIGHT AND OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD ANY AND ALL DAMAGE TO EXISTING AREAS A-003 CELLAR FLOOR CONSTRUCTION PLAN 2. ALL MATERIAL AND WORK SHALL COMPLY WITH THE CODES AND REGULATIONS OF ALL GOVERNING AUTHORITIES, LATEST NOT DESIGNED FOR REFURBISHMENT SUITABLE TO ANY FORCES UNDER HIS SUPERVISION. VENTILATION EDITIONS AND THE RULES, CONSTRUCTION STANDARDS AND REQUIREMENTS OF THE HIGHEST LEVEL AND PROFESSIONALISM. A-004 FIRST FLOOR CONSTRUCTION PLAN RK OF ALL OTHER CONTRACTORS WHETHER HIS OWN OR THE REQUIREMENTS OF SUCH CODES AND REGULATIONS SHALL BE FOLLOWED AS IF SPECIFICALLY NOTED HEREIN AND ON 38, THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WOBEDROOM#3: RELATED PROJECT DOCUMENTS.THIS SHALL NOT BE CONSTRUCTED TO MEAN THAT ANY REQUIREMENTS SET FORTH IN THE THOSE ON SEPARATE CONTRACT BY THE OWNER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THAT ALL LABOR AREA: 190 S.F. A-005 ROOF CONSTRUCTION PLAN PROJECT DOCUMENTS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN CODE AND REGULATION EMPLOYED IN THE PROJECT WILL BE IN HARMONY WITH PREVAILING WORKING CONDITIONS, THAT NO JURISDICTION DISPUTER REQUIRED LIGHT: 8% of 190= 15.2 SF OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY SUCH CODES OR REGULATIONS.WHERE CODE WILL OCCUR,AND THAT NO SITUATION WITHIN HIS CONTROL IS ALLOWED TO DEVELOP TO INTERFERE WITH THE WORK BEING PROPOESD LIGHT: 2 .44> 15.2 SF A-006 SOUTH AND WEST ELEVATIONS REQUIREMENTS REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THE AREA OF WORK DIFFER, THE MOST STRINGENT OF THE DONE BY TRADES. CONTRACTOR SHALL COORDINATE HIS WORK WITH ANY TRADE NOT DIRECTLY UNDER HIS JURISDICTION. REQUIRED VENT.: 4% of 190-7.6 SF REQUIREMENTS SHALL GOVERN. PROPOSED VENT.: A-007 NORTH AND EAST ELEVATIONS 39. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL EXERCISE SPECIAL CARE IN THE HANDLING OF MATERIALS, EQUIPMENT 17.3 SF>7.6 SF 3. THE CONTRACTOR SHALL APPLY AND PAY FOR THE CERTIFICATE OF ELECTRICAL INSPECTION AND ELECTRIC UNDERWRITERS AND RUBBISH TO CONTROL OVER JOB I EAC NG TO PREVENT DEER SD INCONVENIENCE AND YOR DUST FROM EMANATING FROM OF THE NEIGHBORS.THIS PTHEECIPROJECT APPLI TETO STRICT A-008 CROSS SECTION AND SIMPSON CONNECTOR DETAIL CERTIFICATES,AND FURNISH ARCHITECT WITH COPIES. 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN EMERGENCY LIGHTING AND CLEAR FIRE ACCESS FOR ALL 40 ALL PARTIES SHALL BE SCHEDULE.ALL PARTIES SHALL BIE RESPONSIBLE FOR ANY RU BLE TO ARRANGE FOR THEIR B SH REMOVAL AND C LEAN UPR QUIRED FOR THEIR OWN DELIVERIES TO CONFORM TO THE SUBMITTED B WORKERS FOR THE ENTIRE DURATION OF THE PROJECT. OPERATION.ALL SUCH COST SHALL BE INCLUDED IN THE CONTRACT PRICE, REVISIONS 5. PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. IN ADDITION, 41. ALL DIMENSIONS GIVEN FOR PARTITIONS ARE FINISH SURFACE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN ON THE PREMISES, FOR THE DURATION OF THE ALTERATION, ONE 25LB.TYPE A.B.C. FIRE # DATE: DESCRIPTION: EXTINGUISHER. 42. THE GENERAL CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE PERFORMANCE OF THIS WORK AND 1 11/8/16 REVISED&RESUBMITTED TO DOB BY PAY ALL FEES IN CONNECTION THERE WITH. A.KIRSCHENBAUM 6. FIRE STOPPING SHALL BE AS REQUIRED BY NEW YORK STATE RESIDENTIAL CODE. REMOVED 2nd STY ADDITION 7. ALL WOODWORK AND WOOD GROUNDS ATTACHED TO THE PREMISES SHALL BE FIREPROOFED IN ACCORDANCE TO NEW YORK 43. THE AND POAY ALL FEOR NHCLL FILE FOR ON ADD OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE PERFORMANCE OF THIS WORK STATE RESIDENTIAL CODE. PORTIONS OF THIS WORK CONDUCT A COMPREHENSIVE 44. WHERE HEATING AND PLUMBING PIPES ARE CONCEALED IN CEILINGS AND WALLS,THESE CEILINGS AND WALLS SHALL NOT BE GLAZING CALCULATION 8. IT IS IMPERATIVE THAT PARTIES RESPONSIBLE FOR RESPECTIVE FIELD SURVEY OF EXISTING CONDITIONS AND THOROUGHLY FAMILIARIZE WITH ALL ASPECTS OF THE WORK. REPORT ANY CLOSED UNTIL THE HEATING AND PLUMBING LINES HAVE BEEN TESTED AND FOUND TO BE LEAKAGE FREE. DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS OF THE ARCHITECT BEFORE COMMENCING ANY 45. THE G.C. SHALL PERFORM ALL CUTTING AND CHOPPING FOR THE BUILDING TRADES. ARE466"PERIMETER x 8'0"WALL H'T. - 372 SF MAX. GLAZING ALLOWED 15%x 372 SF= 55.8 SF PORTION OF THE WORK. 46. UPON COMPLETION OF THE PROJECT,THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER GUARANTEES AND PROPOSED GLAZING: 26.44 SF<55.8 SF 9. ALL MATERIAL AND WORK SHALL COMPLY WITH PROJECT DOCUMENTS. WHERE WORK OF A MORE STRINGENT NATURE IS WARRANTIES, RELEASE OR WAIVER OF LIENS, OPERATION AND MAINTENANCE MANUALS,AS-BUILTS DRAWINGS SHOWING CALLED FOR ON ONE THAN IS REQUIRED BY OTHERS„THE MORE STRINGENT SHALL BE FURNIUSHED. WORK OF ALL TRADES AND A NEW AMENDED CERTIFICATE OF OCCUPANCY. 10. WHERE THE TERM"SUPPLIED"OR"PROVIDED" IS USED IN PROJECT DOCUMENTS, IT SHALL BE UNDERSTOOD THAT THE 47. ALL SUB-CONTRACTORS SHALL BE FURNISHED WITH A COMPLETE SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS BY CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL WORK CALLED FOR. THE GENERAL CONTRACTOR. SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND THE EXISTING 11. NO SUBSTITUTIONS WILL BE MADE WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT SUBSTITUTE MATERIAL CONDITIONS AT THE SITE TO UNDERSTAND HOW THE WORK OF OTHER TRADES MAY EFFECT THE WORK OF THEIR PARTICULAR SPECIFICATIONS AND SAMPLES FOR APPROVAL IN WRITING,TO THE ARCHITECT DURING THE BID PROCESS.ALL REQUISITIONS TRADES. FOR MATERIAL SPECIFICATIONS AFTER THE BID PROCESS MUST ALSO BE SUBMITTED IN WRITING PRIOR TO COMMENCEMENT OF WORK. 48, G.C. SHALL SUBMIT A WRITTEN GUARANTEE TO THE OWNER FOR ALL MATERIAL AND EQUIPMENT TO BE FREE OF DEFECTS OF EITHER MATERIAL OR WORKMANSHIP FOR A PERIOD OF(1)YEAR FROM THE DATE OF THE FINAL COMPLETION.THE ARCHITECT NOTES: 12. DRAWINGS ARE NOT TO BE SCALED, DIMENSIONS WILL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER SCALE OF SHALL DETERMINE THE FINAL COMPLETION DATE,AFTER ALL CORRECTIVE WORK HAS BEEN REPAIRED AND COMPLETED TO THE ARCHITECT'S APPROVAL AND ACCEPTED BY THE OWNER. ON THIS FINAL COMPLETION DATE THE G.C. SHALL DELIVER TO ,08'£ PLANS. THE OWNER THE FOLLOWING ITEMS: 13. AFTER THE AWARD OF THE CONTRACT,ARCHITECT WILL FURNISH CONTRACTOR THREE PRINTS OF EACH DRAWING.ALL a. A GENERAL GUARANTEE OF ALL MATERIALS AND EQUIPMENT. OTHER PRINTS NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE REPRODUCED FROM THESE PRINTS AND SHALL BE b. MANUFACTURERS WARRANTIES AND PRODUCT LITERATURE INCLUDING CLEANING / t THE RESPONSIBILITY OF THE CONTRACTOR. INSTRUCTIONS. / c. MANUFACTURER'S MAINTENANCE AND OPERATION INSTRUCTIONS. / t F CURRENT CONTRACT DOCUMENTS AT THE JOB SITE DURING ALL d. EQUIPMENT INSTRUCTIONS-G.C. OR INSTALLER SHALL REVIEW THE OWNER,THE PROPER t 14. CONTRACTOR SHALL MAINTAIN A COMPLETE SET O / PHRASES OF CONSTRUCTION FOR USE BY ALL TRADES. MAINTENANCE AND OPERATION OF ALL EQUIPMENT INSTALLED. / t 15. A REPRESENTATIVE OF THE CONTRACTOR AUTHORIZED TO DISCUSS THE WORK AND RECEIVE DIRECTIONS FROM THE 49. FINAL CLEANING SHALL BE PERFORMED FOR ALL THE TRADES UPON COMPLETION OF THEIR WORK AND UPON COMPLETION OF / t ARCHITECT SHALL BE AT THE JOB SITE AT ALL TIMES THAT WORK IS IN PROGRESS. THE PROJECT.THE CONTRACTOR IS TO LEAVE THE JOB-SITE BROOM SWEPT CLEAN. 16. CONTRACTOR NEEDS TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIALS OR EQUIPMENT REQUIRED FOR THE VIORK 50. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE(EFFECTIVE DATE 2010) TO THE POINT OF USE,AND SHALL BE RESPONSIBLE. FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN CONNECTION. AND THE WOOD CONSTRUCTION MANUAL(WFCM) FOR AND TWO FAMILY DWELLINGS 1995 BC HIGH WIND EDITIONS(AS REFERENCED FROM THE NYS RESIDENTIAL CODE)PRESCRIPTIVE DESIGN (CHAPTER 3)AND ALL LOCAL CODES HAVING / 17. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS AND WORKMANSHIP AND THE JURISDICTION OMISSIONS IN CONTRACT DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE V°TH ALL / t WORK DESCRIBED IN THE PROJECT DOCUMENTS AND WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE APPLICABLE STATE AND LOCAL LAWS. / t LETTER IN WHICH THEY ARE WRITTEN. 51. THE G.C. SHALL PROVIDE ALL ADDITIONAL ITEMS OF WORK AS REQUESTED BY ALL LOCAL AND STATE BUILDING DEPARTMENT / 18. ANY CORRESPONDENCE TO THE ARCHITECT OR TOTHE OWNER SHALL BE FORWARDED IN A COPY TO THE OTHER. OFFICIALS. / t 19. THE CONTRACTOR WARRANTS, BY TENDERING HIS/HER BID THAT HE/SHE HAS VISITED THE SITE AND CAREFULLY INSPECTED 52. SHOULD THERE BE A CONFLICT BETWEEN THE DRAWINGS AND NOTES OR WITHIN THE DRAWINGS OR THE NOTES THE EXISTING BUILDING AND SITE CONDITIONS AFFECTING THE WORK.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THEMSELVES,THE CONTRACTOR IS TO VERIFY THE INTENT WITH THE ARCHITECT PRIOR TO SUBMISSION OF THE BID, / EXISTING CONDITIONS MUST BE REPORTED TO THE ARCHITECT, IN-WRITING,THREE(3)BUSINESS DAYS BEFORE RETURN OF t BID. LATER CLAIMS FOR EXTRA COSTS FOR LABOR, EQUIPMENT OF MATERIALS REQUIRED, OR FOR DIFFICULTIES 53. THE CONTRACTOR IS TO PROVIDE ALL FLOORING, BRACING, PARTITIONS,AS NECESSARY TO ACCOMPLISH ALL THE WORK IN / t THE 1 ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE WILL NOT BE RECOGNIZED. AN APPROVED MANNER. / N THE FLOOR A FULL SCALE PARTITION LAYOUT FOR INSPECTION BY WE 54. DUMPSTERS SHALL BE LOCATED IN ACCORDANCE WITH THE APPLICABLE RULES, LAWS AND REGULATIONS IN EFFEC.T AT THE / t 20. THE GENERAL CONTRACTOR SHALL GREENLINE O t ARCHITECT PRIOR TO ERECTING ANY INTERIOR PARTITIONS. TIME OF THE PROJECT, IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO DETERMINE ALL SUITABLE LOCATIONS. / A f 21. "ALIGN"SHALL DENOTE GYPSUM BOARD LAMINATED OR FURRED OUT OVER FACE OF EXISTING CONSTRUCTION AT JUNCTION WITH NEW CONSTRUCTION TO MAKE A FULLY CONTINUOUS SURFACE FREE OF CRACKS OR ANY OTHER IRREGULARITY. ENERGY NOTES t / 22. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE MOISTURE WRAPPING MATERIALS AS MANUFACTURED BY / "AMAFLEX"OR THE APPROVED EQUAL. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY / t CONSERVATION CONSTRUCTION CODE, LATEST EDITION AT THE TIME OF PERMIT APPROVAL. (HERE AFTER t 23. ALL SPACES AROUND PIPES, DUCT WORK, ETC.. PENETRATING RATED CONSTRUCTION SHALL NOT EXCEED %2'AND SHALL BE AS KNOWN ECC) / PACKED SOLID WITH MINERAL WOOL AND BE CLOSED OFF BY TIGHTLY FITTING METAL ESCUTCHEONS ON BOTH SIDES OF / RATED CONSTRUCTION,AS REQUIRED BY LOCAL CODES. 2. EXTERIOR DOORS AND DOORS TO GARAGE U= .40 MAX. / t VACS t 24. WHERE STEEL STUDS ADJOIN METAL DUCT WORK, OR WHERE TWO METALS ARE AFFIXED TO EACH OTHER, THE GENERAL 3. WINDOWS, SLIDING DOORS,ALL GLASS U= .36 MAX. / XISTING CONTRACTOR WILL PROVIDE THE NECESSARY INSULATING MATERIAL SO THAT NO VIBRATION OR NOISE IS TRANSMITTED / ARAGE ; N ALEX KIRSCHENBAUM BETWEEN THE METALS. 4. ALL FIREPLACES TO BE PROVIDED WITH A SOURCE OF COMBUSTION AIR AS REQUIRED BY THE FIREPLACE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK. 25. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL SOUND BARRIER MATERIALS WITHIN ANY CONVECTOR ENCLOSURE CONSTRUCTION architect COINCIDENT WITH GYPSUM WALLBOARD PARTITIONS, TO MAINTAIN THE SAME DEGREE OF SOUND INSULATION THAT IS 5. PROVIDE TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS AS REQUIRED BY SECTION 102.7 OFTHE / PROVIDED BY THE ADJACENT WALLBOARD MATERIAL. ENERGY CONSERVATION CODE. t / t / 151 East Post Road, Suite 116 26. THE CONTRACTOR SHALL CONTAINERIZE ALL DEBRIS AND BROOM CLEAN ALL CONSTRUCTION AREAS AT THE COMPLETION OF 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, DESIGN AND TYPE OF White Plains, New York 10601 c�'/ EACH WORK DAY, PERIODICALLY REMOVING DEBRIS AS REQUIRED. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL AS IS REQUIRED BY THE BUILDINGS i� REMOVE ALL DEBRIS AND LEAVE THE PREMISES BROOM SWEPT CLEAN. DEPARTMENT. / 7."'0 t 16'-0" I¢'V / � Phone: (914) 980-8596 27. THE CONTRACTOR SHALL THOROUGHLY CLEAN PREMISES(BASE,WALLS, FLOORS, DOOR/BUCK/HARDWARE) PRIOR TO 7. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEGREES F; FOR COMBINATION HEATING AND COOLING EXISTING 1-1/2 e-mail: alexkanch@gmail.com TURNING / IT OVER FOR OCCUPANCY, INCLUDING BUT NOT LIMITED TO VACUUMING THE CARPET, REASONABLE PAINT TOUCH UP THERMOSTATS. STORY FRAME MOSTATS.THE RANGE SHALL BE 45-85 DEGREES F. WHERE REQUIRED AFTER COMPLETION OF WORK BY HIS OWN FORCES AND THAT OF OTHER TRADES ETC.. TO PRESENT A / GENERALLY NEW APPEARANCE FOR TENANT MOVE-IN. / HOUSE 8. INSULATE ALL MECHANICAL PIPES. PIPES SHALL BE INSULATED AS PER TABLE 503.3.3.1 OF THE ECC. ALL BE SUBMITTED IN WRITING TO THE ARCHITECT WITHIN THREE(3) DAYS AFTER THE R TABLE 503.3.3.3 OF THE ECC. C° NEW 1 STORY 28. CLAIMS FOR ADDITIONAL WORK SH 9. ALL DUCTWORK SHALL BE INSULATED AS PER RISE TO SUCH CLAIMS,WITH A COMPLETION DESCRIPTION OF THE WORK, MATERIALS BEING USED, EXACT / SCREEN PORCH f w EVENT GIVING / LOCATIONS OF THE WORK AND DETAILED COST ESTIMATE.THE CONTRACTOR SHALL NEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM PROCEED WITH ANY WORK FOR 10. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 120 DEGREES F MAX. &•'r GORGE STYLiANOS HE EXPECTS ADDITIONAL COMPENSATION B DEBIGNER WHICH g r a.: THE ARCHITECT. FAILURE TO OBTAIN SUCH WRITTEN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA 11. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO THE V. ^ Y COMPENSATION. MAXIMUM OF 3GPM @ 60 PSI WATER PRESSURE. / - f H...£u...r. N (D N i -+ R SHALL FURNISH AND INSTALL BLOCKING FOR WALL THE CONTRACTOR SHALL BE / L• 29. THE CONTRALTO L OR CEILING HUNG ITEMS .12HEATING AND COOLING EQUIPMENT SHALL MEET THE PERFORMANCE STANDARDS AS DETAILED IN TABLE 503.2 / L0 N RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, / ++ ANEW 1-STORY I BREAKAGE, COLLAPSE, DISTORTION AND MISALIGN MENTS IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS AND GOOD OF THE ECC. / (FRAME ADDITION PRACTICES. 13. THE G.C. SHALL BE RESPONSIBLE FOR PROVIDING WRITTEN CERTIFICATION BY A REGISTERED DESIGN �" = EXISTING 2 STORY S INO R PROFESSIONAL STATING THAT THE REQUIRED HVAC TEST, SYSTEMS BALANCING REPORT,AND MECHANICAL / v t _ FRAME HOUSE 30. PROVIDE ACCESS DOORS AS REQUIRED FOR MECHANICAL, ELECTRICAL, ETC.AS ORS FOR EASYRED BY ACCESSE.ALLOVA ION TO BE DAMPERS, WORK HAS BEEN COMPLETED IN ACCORDANCE TO CODE. 1725 KINGS ST APPROVED BY OWNER AND/OR ARCHITECT. PROVIDE METAL ACCESS DO / JUNCTION BOXES AND OTHER ITEMS REQUIRING I ORIENT, NY 11957 CONTROLS,JU IRING SERVICE14. WATER HEATING EQUIPMENT SHALL MEET THE PERFORMANCE STANDARDS AS DETAILED IN TABLE 504.5 OF � +' REQUIRED BY ALL TRADES. THE ECC. / 0 DRAIAING TITLE ' 31. THE CONTRACTOR SHALL PERFORM ALL PATCHING OF CUTS 32. CONTRACTOR AGREES TO PROTECT AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM LOSES OR DAMAGES AND TO / / �T 15. ALL WATER PIPING SHALL BE INSULATED TO THE MINIMUM STANDARD AS DETAILED IN TABLE 504.5 OF THE ECC. �7 t 26'-6" t 44'-0" �� GENERAL NOTES, SITE REIMBURSE OWNER OR ARCHITECT AND THEIR AGENTS FOR ANY EXPENSES. INCLUDING LEGAL FEES AND DISBURSEMENTS. IN 16. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN THE ECC. w/ - ANY ACTION FOR DAMAGES, OR BECAUSE OF ANY INFRINGEMENT OR ALLEGED INFRINGEMENT OF ANY LETTER PATENT OR PATENT RIGHTS RESULTING FROM USE OF SALE OF ITEMS OF THE CONTRACTOR. N/ N a 17. ALL BUILDING MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER I IF" PLAN , AND LIGHT LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. Qcra�/ 33. UPON AWARD OF CONTRACT AND PRIOR TO COMMENCEMENT OF ANY WORK, CONTRACTOR SHALL SUBMIT CERTIFICATE OF to QW INSURANCE FOR WORKMAN'S COMPENSATION,AUTOMOBILE AND GENERAL LIABILITY A REQUIRED BY THE OWNER. 18. INSULATATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF THE INSULATIONQom/ __ a, CA C U LAT 11N S AT PLATE LINES, BEND JOINTS AND CORNERS. L_ -- -- -- -- 34. THE LIABILITY INSURANCE CERTIFICATE, SHALL INCLUDE THE OWNER AND ARCHITECT AS ADDITIONAL INSURED AND INDICATE KING STREET 200.00' PROPERTY LINE THAT THE INSURANCE COMPANY RECOGNIZED THE EXISTENCE OF THE HOLD HARMLESS AGREEMENT. REFERENCE SHOULD 19. EXTERIOR INSULATION WITH PROTECTIVE COATING SHALL EXTEND A MINIMUM OF 6" BELOW GRADE. SHOULD BE BROAD FORM CONTRACTUAL. -r'`�` `� ISSUED BY W.SAVING: 28 MAY 2014 BE MADE TO THE SPECIFIC CONTRACT. THE CERTIFICATE 20. FOUNDATION INSULATION SHALL EXTEND A MINIMUM OF 2'-0" BELOW GRADE AS PER TABLE 502.2.1.6 OF THE �� !,� �yRE-ISSUED BY A.KIRSCHENBAUM: 8 NOV.2016 35. CONTRACTOR SHALL RETAIN TITLE TO ALL MATERIALS AND EQUIPMENT UNTIL IT IS INCORPORATED INTO THE WORK OR ECC. L FIRE OR OTHER CAUSES TO MATERIALS OR WORK PROVIDED BY '4f r w OWNER'S WRITTEN ACCEPTANCE, RISK OF LOSS, DAMAGE BY ; _.� }, ..4 CHECKED BY: A. KIRSCHENBAUM LE RESPONSIBILITY UNTIL IT IS INCORPORATED INTO THE WORK AND UPON C' SITE LAN \t,� �� C DWG. NO: THE CONTRACTOR SHALL BE CONTRACTOR S SO '� OWNER'S WRITTEN ACCEPTANCE. v I 36. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE UNTIL IT IS TURNED OVER TO THE SCALE: I :20 OWNER.0 .,� `r CAD FILE N0: 1 of# ARCH{TE'CT'S SEAL CAD FILE NO.: ISSUES: t 64" # DATE: T0: 1 5/28/2015 DOB SUBMISSION Z o yl�2ol y n II REMOVE HATCH,STEPS AND 1 1 —� FOUNDATION WALL ��-------- ------- EXISTING FOUNDATION WALL r REVISIONS: # DATE DESCRIPTION 1 11/8/16 REVISED AND RE-ISSUED TO D.O.B. EXISTING DOOR AND FRAME BY A. KIRSCHENBAUM. REMOVED SECOND STORY ADDITION EXISTING CELLAR NOTES: CELLAR FLOOK DEMOLITION PLAN SCALE: 114"= 1 '-0" t 5'-3" r----------� I I j REMOVE HATCH,STEPS AND I I I I FOUNDATION WALL -- 811 ? :uH�'T,o__P,�.-_.�.#•oG�T� - I I I +i I I I I I I 1 1 I I I 1 1 I 1 APPROVALS I 1 I 1 I I I I ALEX KIRSCHENBAUM SINK R 0 architect XISTING ATH#1 151 East Post Road, Suite 116 z White Plains, New York 10601 EXISTING HW W LIVING ROOM z EXISTING Phone: (914)980-8596 w EXISTING DECK EXISTING 0 KITCHEN e-mail: alexkarch@gmail.com LIVING ROOM w CLOS. REMOVE CEILING SII - ` " ,EO1GE STYLIANOS SIGNER ri F--- --------------------------------------1-------------------T--- � 11 SAV11400 RESIDEP"CE 1725 KINGS ST -- ORIENT, NY 11957 Off 1 f4�► - 'I�ipv, t DRAWING TITLE UP i CELLAR AND FIRST FLOOR DEMOLITION PLANS 5/28/14 ISSUED BY W.SAVING R.A. 11/8/16: RE-ISSUED BY A.KIRSCHENBAUM, R.A. CHECKED BY A.KIRSCHENBAUM c FI RST (LOOK DEMOLITION PLAN DWG. NO: �,1� . �,� . SCALE: 114"= 1 '-0" ` "� ;` /-� ■■ O o ■ O O CAD FILE NO: 1 of# ARCHITECT'S SEAL CAD FILE NO.: C� I . UES. . # DATE: TO:. . . . . . NOTE: .. . . . . . . .. 1 5/28/2015 DOB SUBMISSION . END,NOTES AND SCHEDULES. .. � Zd/2015' 11 U': . 1 SEE DRAWING A004 FOR LEG . _ . l5 . . - . : ' : .. . . . . 3 0 �i5 . .. — _____.----------_...--______ -- - -----__ -- - . . - ' . . . . . REVISIONS: - # DATE DESCRIPTION . 1 11/8!16 REVISED AND RE-ISSUED TO D.O.B. REMOVED SECONDUSTORY ADDITION . !' ( I I REMOVED ENTRANCE OVERHANG WEST OF I . . NEW 1-STORY ADDITION NEW 1-STORY ADDITION . i . . . I .. • 12'_6" 8'-8" . I . . . - . . ' - . . � . . i. _ _ _ . - .M.,.._ w. . - . . . . . . i l""" � I . . rn 't I . . . : _ . . . . ° NEW 3'-0" INSUL. DOOR .._ u: . ), . . . ANCHORO . . ... .. . . . . . B oL o.•� NEW CELLf�R /-' SPOT NEW "BILCO" DOOR LIGHT AT THIS LOCATION i o i , `I I E . �_ - oo . . . . �'... : 4" POURED --- __ . ' ' !>:: OT . to 2 ¢ Q� CONC. SLAB I (2) 3„x8" LINTELS . . z � 1 I _ N ES: . . . . . . . . _ � . . . . . . . p . BITUMINOUS . . . : - 3"x8"s @ 16" O C '-4" FOOTING WATERPROOF . . N �— -► . f "' ; EXISTING CONC. MEMBRANE , . _ — — — — — — — — — —. _.- 8" FOUND., I + 8" FOUND. I w ' WALL f'TG. TO REMAIN NEW CONCRETE . Z WAL L ATI W - . . . _�_._...__.•..___.___...___ -._=_ -_�.._.....----- . f FOUND ON ALL . . I i 1 4 EXISTING CONC. BLK. ';: — — — — — — OUND WALL TO RE " . :; IGHTS - t : ' . . .. _ CEILI G N L f MAIN ( . BONDING AGENT . ��i . � �� — . . . .. #4 DOWELS X l I I. - - - --- - . I - - - - - 2'-6"LO @ 18" / . . . . _- 18 MIN ' ' I �. _._ ....._..-.._.._..__-_...._.__..__.__,.,.__.-__.__..._..__,_�._. E -_-.__,.____.,._,_._,_._.. ..,._- _ _ _ _ _ EMBEDMENT . . 1� EPDXY GROUTED . / /" I NG / i I — — — — — ---- - - — — �� 1 — - - — — - - — — — O.CVERTICAL �� . II i ( . / DETAIL lA' EXISTING CONCRETE . . ( - I __�. K I ._ I . . . .. DETAIL lA .. FOUNDATION WALL . I I .. t 4'-6" INFILL BLOC . AS REQUIRED , . . . DETAIL lA . I XISTING M.O. I I I � E .. .. .. .. . I .. . . . I . . . . . . ` I I I i . . I . . ' EXISTING_CELI AR I . . . . . . . .. . .. . . . . . . . , . .. . . . I : i I I . . I . . I I I FILL-IN MASONRY . . . . . OPENING I I I I I . . L. - - - - - - - —,._ --- - - - _ - - - - - - - � - - J . 1 . _ _:a: . I � i I . . � - I i . _ - -- - - w.. _ _ «.. . . . ® A ` . . `._ . I i . I I 1I . 112 . . . 'I -- . . I ' I I . . -, . I I I : . APPROVALS . . I e a - I@ I .. . . . . . . I 8" FO ( . v • .�, _ UNDATION . I . ALEX KIRSCHENBAUM I . i o p POURED W/� } . i I i I - CONC. SLAB. I . . . . I i ® I ; - 6x6 , lOga./lOga; WWM ,I ® arch itect . i L - - - - -'- - - - � � r. Z . . . . . . . II ------ ___.__._ . _ I I v I• . I ' i. .. . . I. b ANCHOR BOLTS . . . . . :. . 151 East Post Road, Suite 116 — — -- ® 4 A I @ 3'-0" o.C. " White Plains, New York 10601 . . . ,I . . I . . . . . . . . .. . - , . ' . Phone: (914}980-8596 I_i.. . — ! e-mail: alexkarch@gmail.com ® � � . . .. .. . I - ® ® . . I15'-0" , r v .. . . . . . . ,{ , , .4 :, . -- NEW PORCH ' - ?.,,%si."-I ry .. ." ` #6��E STYLIANO5 ' � . . . . _ _ _ .u:f'i 8a�'R,Ait.�Z<aidkitlfCv9fet�au. - " . - . . - , . .. _ _ .. .. . . . .. . .. .. i . .. . � - 725 ICINGS ST. :. . . _ ::'. : : :: : :. - . .. . . . . .. . . . .SCALE: 1!4"= I '-O" .. NT, NY 11957.: : . . . . .. . . . . : p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . R . " . . . . . . . R� ' I �� 5/28/14 ISSUED BY W.SAVINO R.A. , y ;, 11/8/16: RE-ISSUED BY A.KIRSCHENBAUM,R.A. . �C A R . ' v �i.C '� V CHECKED BY A.KIRSCHENBAUM " U` ➢ �' DWG:NO: . .. . . ` �� . . . °�I - ' _�•. CAD FILE N0: - . . ' ARCHITECTS SEAL 1 of# . . CAD FILE NO.: - - - . . . . . . . . . . . . . . . . . . 1 ISSUES: . ' LEGEND EXTERIOR DOOR SCHEDULE .. DATE• T0: . # . 1 5/28/2015 DOB SUBMISSION . . .. -._.' EXTERIOR PARTITION DOOR NO. MODEL . TYPE / o . _.- • WOOD CLAPBOARD 5ia1�I t� TO MATCH EXISTING Z 8 2f Z 15 . ' I� II . 1/2"EX P G 5 . - - _---------- . • 0#BUILDING FELT -..-_- PAINT TO MATCH EXISTING O✓ 3��.��`-4�`r-_ TYPE '.j- � � to ?,oE'S �jr�. . % • %Z PLYWOOD SHEATHING . . � 11 {220:15 1 -,.11 . . , , . . - .. • 2X6 WOOD STUD @ 16"O.C. _.ems""` NOT USED .. , • 58""GYP ) .� INSULATION . SUM BOARD(INTERIOR) NOT USED .. . . - J O` 61, I.- - - . �W f..-:._ ._. .. . IN _ �. 5n6. v_ .. . INTERIOR PARTITION - _:.-- _ ...- - - -- . �J -- - . • 2X4 WOOD STUD @ 16".O.C.W/SOUND . . . . . . . . . . ATTENUATION BLANKETS - . • 5/8"GYPSUM BOARD ON BOTH SIDE - . . . . . INTERIOR DOOR SCHEDULE . . : . . . DOOR NO. MODEL . . . . . EXISTING PARTITION TO REMAIN . ' I. . . - . . REVISIONS: . . . NEW DECK TO MATCH EXISTING DECK. # BATE DESCRIPTION . ALIGN AND INTERCONNECT NEW DECK WITH EXISTING . 1 11/8/16 REVISED AND RE-ISSUED TO D.O.B. . BY A. KIRSCHENBAUM. �.._ - . - - . DO A (2)2'-0"X 6'-8„SO i/2� T O ORT G REMOVED SECOND STORY ADDITION . V LID CORE/PT GRADE . �N O . rl ;., WINDOW TAG. . . . .. , . I (o I G O EXISTING 1 00 - . . . . .. _ . A 7 ', li „I.o �°. . W 4� E O EX G WINDOW ORD R . " . . j . .. O COMBINATION SMOKE/CARBON /`� -. . - . . MONOXIDE DETECTOR ' ' \ . b . /' ' . . . . ' . . gni CONCRETE FOUNDATION WALL - . . . . % .. . . . . . ' - APPLY BITUMINOUS WATERPROOFING . . . . . ,;s \ . . . . _ .- --.-..--- . - _ . ...-. _. . _ _ _ MEMBRANE ON ALL EX EXTERIOR SURFACES '' . BELOW GRADE . / TYPE 1 TYPE 2 . , . NOT USED . . . . s .-. EXTERIOR: :. :: .' INTERIOR; • - . DOOR ELEVATIONS . - _ I - , 011 NOTES• . . . - . . . . . . . . - MOW�SCHEDULE. -,. 1 . _ * - ._ . . .. - _ . I. . . ' I-." WIND.NO. SIZE L ROUGH OPENING L= V= REMARKS t . , j a . . . .. . ' I _ a,.., O1 3' 2-1/8" x 4'8-7/8" - . . . . . 0 I. .- - - . . TW 3046 10 31 5 73 DOUBLE HUNG . ROC ' . �_- - 0� .- wCX 125 2'-8" x 2' 4-7/8" 5.8 5.8 CASEMENT f . 8 r, . . , o f 3 \ . I { :. :;;x . .s. ,ti " . . _ - . . . ";-- _.5.1•x- - .- t . . I . .. . t - - ct f I. . .. Y I lJ �" _ . - - - - .. - - � ' ' ., 1 _ _ .f _ ___.____' . ��j __ - g� —+ I N - . __ _ _ , - I . _ I "I" . . .. . _ ' II � . .. . j ,, .. 2,0. . . . I : BY"ANDERSEN"400 .. . . WINDOW AND DOOR NOTES. .. - 1 DOORS AND WINDOWS ARE ER SERIES . . : I 2. N ERFORMANCE . ALL EXTERIOR DOORS AND WINDOWS ARE TO BE HIGH P _ I . 2 LOW E4 GLASS. O 6 _ A_7 3. ALL GLASS PANELS LOCATED BELOW 18"ARE TO BE TEMPERED GLASS.. I i (D 4. PROVIDE PLYWOOD SHUTTERS TO DOORS,,IND WINDOWS AS PER STATE . ___— - . • i' - i — . I - f 6•-` , • . . - . �0 . . . . . .., I . . Groh- . 1 . �` - - _ HIGH PERFORMANCE CODE � . . . . . . . � . . Iv. -- '\ -` 5: DOOR HARDWARE TO BE SELECTED BY ARCHITECT. . . . . _ ; . . . - - - _ -. - I , LINTEL SCHEDULE: . . -_—____ r ' . . - 3/4"X 1 7/8"'MIC AM,U.O.N. EXTERIOR DOORS (2)1 1 ROL _ -- WS 4'-0"WIDE 3/4"X 1 I ?$,,.MIC . • - - WINDO OR MORE-(2)1 ROLAM . . . . - . . . «�- . — - . . REPAIR JAMB r ��_� . . SINK R :-- . ' NOTE .. (�) AS REQUIRED , ;, O ] I Y 1. DO NOT SECURE THE DECK TO THE EXISTING BUILDING.CONNECT TO ' . 1 . . . r___ .. . . . . EXISTING DECK AS REQUIRED.(VERIFY'WITH ARCHITECT} TO MATCH - . A c-'1 - - . . .. . . . ADJACENT XISTING INSTALL NEW . . . .. . . . . . . . . . . . . SURFACES ..O ATH#1 75 CFM N z . . % . . . . . ' . X S ,.:r. . +� t= . . . . . . . - . . . " - - . . • I E . T FAN1@Cc , . . .. AP1.PROVALS . 2 EXISTING . . . . . . . . . . . DINING ROOM . . . . 1 lJJ EXISA-6 - _ . _r ,,i r . . _ ` . EXISTING . � � TINGDF,CK� . . . . , ':.$ Y{,f__ I`'` KITCHEN _ NEW DECK TO MATCH . ALEX KIRSCHENBAUM O ;_ _ . EXISTING DECK + + . EXISTING . . . _�%l CLOS. INTERCONNECT DECKING . . . . arch I le C l LIVING ROOM AS REQUIRED DECK OELEVATION TO ALIGN . . 1 . 151 East Post Road, Suite 116 JLI -_-- . .. W ite Plain , New Yor 10601 ., h' s k . - 1' `�^\ Phone: (914)980-8596 . , .. . . . - _ __ - ---- . �� ^ PROVIDE IO"DIA. -----r-_' '— --- _ . . I. . . . I , ' - _7_�___T __._____ SONO-TUBES UNDER - - - . e-mail: alexkarch@gmail.com 1 O , - �-- - _ ____ ____. _ DECK,SONO-TUBE TO . r _ . 4- - .. I __ __ _ ,' EXTEND PAST FROST LINE _ '..- Wil- �I tT- _.. - �� '`fir' - - ----' - - --- - - __- _ . I v -{ . . . _-- - - - - i. ._ --- - -_ . - / 2�►, U`1 I✓D f�Cu�4� � - --.__- - (2)2X10 . . jl . . - I J `-T �w, IGE STYL IANOS �� 1 444- I EXTERIOR GRADE1 . 1 R % . . E ` 11 _ DECK FRAMIN �. . . . . •. - - .. . . . . . . ax.,.. ! " ' , L q . . . F Po . E --- - - - —- - . . . . . . . . .- . . :. aroma?;'";� d�'e at,' 1. .. I _ � - .. . .. 'JP\. pN 1 � <- : . . . _L�\ I l - I I i . . . I -p . . . .. ,.I �I , . A-8 ! -; .8, o ; fi I � .. . . . . ... .. . . . � � � . I . . ... . . ., 1 . . . . . . . . . I . . . . . . . . . . . � . �. .- .. , .� . . . ,. . ., . .. E ' ...' . . .. . . .� J __ - _ 1 � - - - . NEW DECK TO MATCH , . . . . , . . � .. . .I. � . . . — .. . . . 0 .. -_ I - DECK INTERCONNECT IR . . . . . . . — : .. . .. ... . . I .. . . � . I . .. . .SAVI ® RESIC3Ei.. .. . .., .C EXISTING DECKING AS REQUIRED.D. . ... . ..". :.... Q I CONTINUE FRAME AS REQUIRED . . . . 1.. . . . . . . . . .". . : % . ... . ... .... � 725 KINGS ST . .- ACE .. . EXISTING FURNACE DIRECT VENT 3I I SEE NOTE 1 . . . . NT, NY .11957 . INTAKE/EXHAUST . . 'r7P . oRIE . OUTLET AND HOT - 1. . . WATER BEATER ENT. 1 DRAWING 1T11E' � . . .. . . . . .. � .. . . .. : . .. . . I�. . TO REMAIN . . I : . . . FIRST .. . . . • . . 1, 1010 -4- � I - I . . - _ . . . . . ' ' . I. .1 ;. . . ` .. . . . . . . � ; . . . . . . ., . . � . .. .- I . . I . �. . . I-..------- . i . . I . �.. . : .. .. .. . . . .. I� . .. . . I.. . � I I . . . . .. . . . � I . . . . . . I . . "'"' : . � � . . . . . I . I . 1 . . . . . . I� .. . . . � .. . . . . 1. . .. . ., .. I I . .. . . . 'I.. . . . . . . . . ► � - CONSTRUCTION � PLAN.- .:I..' .. . . � � . . . . . . . ... . . .. . . . - - I . . . . . ..-,: :. , . . . .. � ., .. . . I .. . � .. . . ... . . - _ . . I . - .. . . ... ..,. .:. . '. 1 III * ,\ � . .. ... . ... . . .. .: . . . .. . .2"'7-: `� . t 1_,--fig I h.- . . .. \ ) . . 111111 __��- -- , . . t.; . , 5/28/14 ISSUED BY W SAVINO R.A. . ` `' � �.- a 40 , 11/8/16: RB-ISSUED BY A.KIRSCHENBAUM, R.A. . . - : a. \ CHECKED BY A.KIRSCHENBAUM . �I CAST FLOOK CON TRU TI N PLAN . . � _..__.--- - . - ` (` . DWG.NO• SCALE: I/4 — I -0 _ c , . . , �"� ' Oj4 5"� ® v A ® 004 . o. . - o � r' . .. . . .. f . . . ARCHITECTS SEAL CAD FILA No: 1O #: . . CAD FILE NO.::: . . . . . • . . I . . T0: : . . # DATE: . . - . 1 5128/2015 DOB SUBMISSION. .... - ?. 07ZolS II .. . II' . . 3 � I o 219115 �l`�P W I . � � . . . . -4w f5&* I . . . . . . . .. . . . . . .. . . - '% ;.. i . . . . � . . . I . I / I I . J'./ .� p6 p -d /), . . �` REVISIONS• H Gl. � f'Y ,r' ,f � # DATE DESCRIPTION �/� I 11 , . ,f � f . / �' 1/,." .. - 1 11/8/16 RE ISED AND RE-ISSUED TO D.O.B. �' r SC ENBAUM. 1 6}j1�W> .:�_ f'y~ � �' REMOVED SECOND STORY ADDITION . tom �'/r,-I . - . 2" , L,-** + \f / 1 ! -rt m i 1.9N j ,.. I . ',' 1 Iff.. .. . �. � A , I -I�=�I I - . . .. 1. /(/ r- I'` , t , I �'A /'-,"I - " - e ` ,,. . i �/�/I I • /� " 1. I -�_._; • - _j . _ _i_________________.______:___ r I/ A, L Al �. (�) _< 111 I - - ISI - - T . EXISTING / / i J . BEDROOM#I :O 11 ., . - . . �, . ' / ,` f / 4 - 0 O _ . . t_- E , . . . . . . o .. . . o TZ . W � . . . E z , �p w . F 1-1 e�� . . co CLOS. . CLOS. ---� f 19_:7 r / \ . . ': j 2 e.�- :� ' . . ... . ? 1 �/ i 1 EXISTING i . BEDROOM#2 ,. ; f _ �� -_. (, ' . t � 06 . . .. %�, ,I j -�• .. i f ( Y f I X11. i. � . . . @ " / . . o ."fir .; 1 � "CLOS.. DN D I 1I . . . .. . . C�) � ,I' .�/ ., (T(P.) i fI,� .. . ' 4S'E . / , _;.. - . . . _ . ,J r i ' j /` " .. . . ,, f` ,, / ,, � APPROVALS. . . .. . . . _ _ r / I . I 'f . .' . :(�-," 04e�A �� Pte) ALEX KIRSCHENBAUM . . . . . . . . . architect .. . : . . 151 East Post Road, Suite 116 . White Plains, New York 10601 . - .. . I. - Phone: (914)980-8596 ... . ROOF PLAN .(! . . e-mail: alexkarchCgmail.com ! ,� SCALE: I/4 I -0 . . . . �. . "I GE STYLIANOS . � QMR ... . . . . . 'It.gt,';, ..:fix `$nom' ffi^cv':a$:`;� .. 1 .. ': . . . . .. .. W .. : DENCE. .. .. - , .-I . � I . . . . . � I ' . . I . �. W . .. . . . . � W . . . . . . . . I . I .. . . . W . . . .. 4. I .. . I . 4 . . � � _. I . .. . . . . . . W . - . W . . . . . . . . - I . . . . W � . 1 14 � . . SAVINO. :RESI w ' '' : .. .. . . . .. . . ;'• 1. d. .. _ .. . . . ENT, NY.1I 7, .• : . .. : . . . . . . . . . ... . . ... . . . DRAYE7NG'fTit.E . . . . . ROOF . . . . . . . .. . :. . P N . .. . . . . . • • 71'-1 �e '.' 5/28/14 ISSUED BY W.SAVING R.A. . . . wr` i' ,1 ' I'..•^`a 11/8/16: REISSUED BY A.KIRSCHENBAUM R.A. . .. I a'7`1``I (-. `s''. CHECKED BY A. KIRSCHENBAUM + .. c DWG. NO� : - d- c v,:wf..,. . .-�. . . . . . � .' 014 ' A oo oa . 1.,�"'% ,` CAD FILE N0: . ARCHITECTS SEAL CAD FIDE No.:. . ..ISSUES: •, . . . . .. . ' # DATE: T0: . . .'.. . .. . ' . .' . . . . 1 5/28/2015 DOB SUBIlIiI$SION .. . . . . . � 8� 1 pIr . II. I . : . . . . . .. . . . . . .. . . 1. . . . . . .. . . 3 I� ?ol16� . ... . . • . . . . . . . . . . . . . .. . . . 1 . . ROOF RIDGE . . . .. . .. .. .. . �I�" , �\� 1. - .. �o REVISIONS: .. . N . V_ . # DATE DESCRIPTION . j I . . . . 1 1/8/16 RE-ISSUED D.O.B. 1 REVISED AND RE ISSUE O . . . . � I I�IoT>r `- -MH VI-ID�� . . . - BY A. KIRSCHENBAUM. . V)=(--(~I'PIGGL� .--_ REMOVED SECOND STORY ADDITION !' IZ I I . . . 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' --- I . . . . . .. . . . . .. . . . . . . . . _ . . . . 1. . �. I - . . . . : ., - . V� I -0 I .. . .. . . .. .. - . . . .� . . ... . . . . . V � ELE N ATI . . . % rt, .` \. 5/28/14 ISSUED BY W.SAVINO R.A. I - . . . I , �,�' � . . . a °� s�`•• 11/8/16: RE-ISSUED BY A.KIRSCHENBAUM,R.A. 11 1 ItJ Ltiy �I . 1 +�"� •A . . SCALE: 1 C� = I -O - �,.,�_ 1G' 1 ,� � g y CHECKED BY A. KIRSCHENBAUM - 11 • . R `- �, I DWG. N . . . . .. ��. d7 .'1 �` a n n . . . �_ �'% a . �V ■ OV ,, ClY . :`�, . . ARCHITECTS SEAL CAD FILE No:. ', CAD FILE NO.: ` ISSUES: # DATE; T0: 1 5/28/2015 DOB SUBMISSION RIDGE CAP TO MATCH 2— EXISTING EXISTING IN PROFILE AND { COLOR NEW ROOF FINISH TO MATCH EXISTING ROOF FINISH ROOFRIDGE ----------------- -- --•----- --..—:_____-----_.._.__ ._....._...-----.—..___..._____.. .-.__..— --- � ------ __ _._____ _ . _.. ---------------- ---------------------------------------------------------------------------- . '('RIM to 4•�'I"� �IhT ' Ole NEW CEDAR SIDING TO MATCH EXISTING N 4"DIA.ALUM REVISIONS GUTTER ( # DATE: DESCRIPTION: -- 1 11/8/16 REVISED&A.KIRSCHENBAUM RESUBMITTED TO DOB BY j 1 REMOVED 2nd STY ADDITION J C . EXISTING ROOF i TOREMAINAl _0SECOND FLOOR EL.8'-7" NEW CLAPBOARD NEW WOOD ` - `O CORNER TRIM TO MATCH EXISTING I NEW LEADER I CONNECT TO NEW i � ._ ., .�m .>,, ,_ ,• .. _..,_ _ . _ �_ ...__ .,.._._.._FIRSTFLOOR DR YWELL TYP. --------------- ----------------------- ------------------------------------------------ j }' EL.W-a' ,, _. �rt.�� __..�..�_ _ ..�_....�... NOTES: GRADE VARIES (REGRADE AS REQUIRED) LINE OF FOUNDATION WALL • � I I i ! I I .. NORTH ELEVATION SCALE: 1/4"= 1 '-0" EXISTING ROOF TO REMAIN 1 RIDGE CAPTO MATCH E WasTINO IN PROFnZ AND APPROVALS COLOR ' - NEW ROOF FINISH To ALEX KIRSCHENBAUM MATCHEXISTINO ROOF nMSH architect it' 151 East Po Road u e 11 b j 4„DIA,:ALLIMINZJM I I I fi. E � E' h toPlains, W New r e York 10601 v , 77' ,.:. .. ..:> •.' .� SEC©�1D FLC10R T� I6 I. r.. f �- Phone: (914) 980-8596 1 i I vT I W e-mail: alexkarch@gmaii.com ch@ mail.co m G- V 1 F NEW WOOD x % r. CORNER TRIM TO / •\ • { ..._... ' • 'y r:■�e�e��♦�.••yr • k•:yAM1rt"a:a"ur•" 1 •\,\\ II f $ iL - ._... .. i MATCH S.i�+iY Tyr I -- - � NEW CLAPIGOARb I ! ; I� :•\ 4 � �` .; w.'� 0 CE STYLIANOS I �r�"'"` DESIGNER 1a: TYP. NEW.LEADER (' � 'CONNECT"d'0 NEW NEW SCREEN, � � � . ... .. . :..... . .. DRYWELL„TYP. T FLOOR• : --------------------- 'FIRSEL.a.-0„ SAVINO RESIDENCE 10RADE VARIES I• I I . �_....___ ( cRADBAs uIRED) 1725 ICINGS ST I BILCOHATCH [' ORIENT, NY 11957 DRAWING TITLE LINE OF I I I FOUNDATION WALL . . ELEVATIONS �- I: —— ��— , ____ __________-:�---1--,- _--�- _ _ —__---_____-�__---- I_ " J L_ _j f_ ._�.. J • �� I r ISSUED BY W.SAVINO: 28 MAY 2014 RE—ISSUED BY A.KIRSCHENBAUM: 8 NOV.2016 Y ' l r' r CHECKED BY: A. KIRSCHENBAUM EAST : ELEVATION DWG. NO: tc� Q,F SCALE: 1/4” 1 '-0" o -Qti Q100 ` 145- ,�/�, i • 7 00. Or Nv;4 CAD FILE NO: AR IECT'SEAL - - -- CAD FILE NO.: ISSUES: # DATE: T0: 1 5/28/2015 DOB SUBMISSION 2 8 zI IZV REVISIONS: # DATE DESCRIPTION 1 11/8/16 REVISED AND RE-ISSUED TO D.O.B. BY A. KIRSCHENBAUM. DELETED NEW PLUMBING FIXTRS. & RISER DIAG. _ coUmNuod� per- VST(�'`I'P•� RIDGE 10 SIMPSON SIMPSON STRONG TIE RIDGE STRAP USE RIDGE STRAP CONNECTION AT \, 4;�\ EACH RAFTER V r + ,.j� _-1\7 / `'i—CEILING FINISH ~ �` — \ SELECTED BY OWNER NOTES: RAFTER _1 I _-I I SIMPSON STRONG TIE H2 NSW /o-rl� ; ' /''' Ix�ST ! II f AWS s 1 TOP ( ) -lµ I USE 2 H2 CONNECTORS I . I PLATE ' 1/41� rµlsl-t � ; ; :\ I I AT EACH RAFTER ' i 1 -WALL FINISH SELECTED I BY OWNER i 6I0re- s w �, S 51� ,r _ lam (, _(o II M _ (2) H2 CONNECTORS PER RAFTER Ti - STUD — — T- - — — - In �'• ._ I it I_ a ; ! I• I . 0 t a,�ll o �p ' ill n1 BOTTOM APPROVALS PLATE • SIMPSON STRONG TIE ST22 RIM USE (1) ST22 CONNECTOR AT ALEX KIRSCHENBAUM, JOIST _ EVERY STUD arch tect T , SOLE PLATE- 151 East Post Road, Suite 116 White Plains, New York 10601 ----- CONCRETE .' FOUNDATION Phone: (914) 980-8596 311 e-mail: alexkarch@gmail.com WALL T GEC? GE STYLIANOS M` ..AE12G1UER SIMPSON STRONG TIE BP USE (1) BP CONNECTOR AT EACH ANCHOR BOLT ANCHOR BOLTS @ �' �� Q RES D E N C E 36" O.C. SEE FOUNDATION PLAN 1725 KINGS ST - ORIENT, NY 11957 - S 1 M PSO N CO N N ECTO R5 DRAYdINGTITI.E SCALE: NTS �7�AND SIMPSON CONNECTORS DETAIL . . ISSUED BY W.SAVINO:28 MAY 2014 i IRE-ISSUED BY A.KIRSCHENBAUM:8 NOV.2016 CHECKED BY: A. KIRSCHENBAUM C,o, ° 4 DWG. NO: E19 f °�®145 CAD FILE NO: ARS ITEGT'S S 1 CAD FILE NO.: LIGHT AND VENTILATION DRAWING INDEX ISSUES: GENERAL NOTES # DATE: TO: N 37. GREAT CARE SHALL BE EXERCISED DURING THE CURSE OF THE WORK TO PROTECT FROM DAMAGING ANY EXISTING OFFICE: A-001 GENERAL NOTES, SITE PLAN,AND LIGHT CALCULATIONS 1 6128/2015 DOB SUBMISSION I, ALL WORK IS TO BE PERFORMED WITH THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION OF THE AMERICA AREA: &2- SF THIS LATEST EDITION.THIS DOCUMENT SHALL BE CONSIDERED A PART MATERIALS OR OPERATIONS BOTH WITHIN AND OUTSIDE THE CONTRACT AREAS AS WELL AS NEW WORK INSTALLED BY THE REQUIRED LIGHT: 8%OFil,-2-= IZ-CIC A-002 CELLAR, FIRST,AND SECOND FLOOR DEMOLITION PLAN 2- INSTITUTE OF ARCHITECTS(AIA) DOCUMENT A-201 OR CONTRACTOR. NEGLIGENCE IN OBSERVING SUCH CARE SHALL REQUIRE REPAIR OR REPLACEMENT OF DAMAGED ARTICLES BY PROPOESD LIGHT. 2. > 12. ej C., OF THE CONTRACT FOR CONSTRUCTION. THE CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD ANY AND ALL DAMAGE TO EXISTING AREAS REQUIRED VENT.: 4%OF I&?-= &.+e A-003 CELLAR FLOOR CONSTRUCTION PLAN 2. ALL MATERIAL AND WORK SHALL COMPLY WITH THE CODES AND REGULATIONSOOTHE OF ALL GOVERNING AUTHORITIES, LATEST NOT DESIGNED FOR REFURBISHMENT SUITABLE TO ANY FORCES UNDER His SUPERVISION. PROPOSED VENT.: 6A V, I EDITIONS AND THE RULES,CONSTRUCTION STANDARDS AND REQUIREMENTS OF THE HIGHEST LEVEL AND PROFESSIONALISM, A-004 FIRST FLOOR CONSTRUCTION PLAN FOLLOWED AS IF SPECIFICALLY NOTED HEREIN AND ON 38. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS WHETHER HIS OWN OR 1- THE REQUIREMENTS OF SUCH CODES AND REGULATIONS SHALL BE F EMENTS SET FORTH IN THE EMPLOYED SEPARATE CONTRACT BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THAT ALL LABOR I I BEDROOM#3: A-005 SECOND FLOOR AND ROOF CONSTRUCTION PLAN RELATED PROJECT DOCUMENTS,THIS SHALL NOT BE CONSTRUCTED TO MEAN THAT ANY REQUIR EMPLOYED IN THE PROJECT WILL BE IN HARMONY WITH PREVAILING WORKING CONDITIONS,THAT NO JURISDICTION DISPUTER AREA: 206.2 SF MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN CODE AND REGULATION REQUIRED LIGHT; 8%OF 260.2= 16.5 PROJECT DOCUMENTS MAY BE M ILLY REQUIRED BY SUCH CODES OR REGULATIONS.NGENT OWOIRTGESD LIGHT: 2q +> 16.5 A-006 SOUTH AND WEST ELEVATIONS REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICA, EA OF WORK DIFFER,THE MOST STROF THE DONE BY TRADES. CONTRACTOR SHALL COORDINATE HIS WORK WITH ANY TRADE NOT DIRECTLY UNDER HIS JURISDICTION. REQUIRED VENT.: 4% OF?_-06.Z= 0.25 1 REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THE AREA REQUIREMENTS SHALL GOVERN. 39. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL EXERCISE SPECIAL CARE IN THE HANDLING OF MATERIALS, EQUIPMENT PROPOSED VENT.: 1640>8.25 A-007 NORTH AND EAST ELEVATIONS 3. THE CONTRACTOR SHALL APPLY AND PAY FOR THE CERTIFICATE OF ELECTRICAL INSPECTION AND ELECTRIC UNDERWRITERS AND RUBBISH TOA INCONVENIENCE AND ANNOYANCE OF THE NEIGHBORINS.THIS ESPECIALLY APPLIES TO STRICT BATHROOM#3: A-008 CROSS SECTION CERTIFICATES,AND FURNISH ARCHITECT WITH COPIES. CONTROL OVER JOB CLEANING TO PREVENT DEBRIS, OR DUST FROM EMANATG FROM THE PROJECT SITE. AREA: 58.5 SF A-009 CROSS SECTION EMERGENCY LIGHTING AND CLEAR FIRE ACCESS FOR ALL 40. ALL PARTIES SHALL BE RESPONSIBLE TO ARRANGE FOR THEIR OWN DELIVERIES TO CONFORM TO THE SUBMITTED JOB REQUIRED LIGHT: 3%OF 58.5= 1.75 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN EMERG SCHEDULE.ALL PARTIES SHALL BE RESPONSIBLE FOR ANY RUBBISH REMOVAL AND CLEAN UP REQUIRED FOR THEIR PROPOESD LIGHT: 3,2> 1,75 REQUIRED VENT.: 1-1/2%OF 58.5 0.877 A-010 PLUMBING DIAGRAM AND SIMPSON CONNECTORS DETAIL WORKERS FOR THE ENTIRE DURATION OF THE PROJECT. OPERATION.ALL SUCH COST SHALL BE INCLUDED IN THE CONTRACT PRICE, PROPOSED VENT.: 1.1 >0.877 WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. IN ADDITION, 5. PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WI FIRE 41. ALL DIMENSIONS GIVEN FOR PARTITIONS ARE FINISH SURFACE UNLESS OTHERWISE NOTED. REVISIONS CONTRACTOR SHALL MAINTAIN ON THE PREMISES, FOR THE DURATION OF THE ALTERATION,ONE 25LB.TYPE A.B.C. # DATE: DESCRIPTION: EXTINGUISHER. 42. THE GENERAL CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE PERFORMANCE OF THIS WORK AND 6. FIRE STOPPING SHALL BE AS REQUIRED BY NEW YORK STATE RESIDENTIAL CODE. PAY ALL FEES IN CONNECTION THERE WITH. E PREMISES SHALL BE FIREPROOFED IN ACCORDANCE TO NEW YORK 43. THE CONTRACTOR SHALL FILE FOR AND OBTAIN ANY AND ALL PERMITS REQUIRED FOP,THE PERFORMANCE OF THIS WORK 7. ALL WOODWORK AND WOOD GROUNDS ATTACHED TO THE L/�v AND PAY ALL FEES IN CONNECTION THERE WITH. STATE RESIDENTIAL CODE. IONS OF THIS WORK CONDUCT A COMPREHENSIVE 44. WHERE HEATING AND PLUMBING PIPES ARE CONCEALED IN CEILINGS AND WALLS,THESE CEILINGS ALLS SHALL NOT BE GLAZING CALCULATION 8. IT IS IMPERATIVE THAT PARTIES RESPONSIBLE FOR RESPECTIVE PORT REPORTANY CLOSED UNTIL THE HEATING AND PLUMBING LINES HAVE BEEN TESTED AND FOUND TO BE LEAKAGE FREE FIELD SURVEY OF EXISTING CONDITIONS AND THOROUGHLY FAMILIARIZE WITH ALL ASPECTS OF THE WORK MENCINGANY AREA: SZO SF DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS OF THE ARCHITECT BEFORE COM 45. THE G.C. SHALL PERFORM ALL CUTTING AND CHOPPING FOR THE BUILDING TRADES. MAX.GLAZING ALLOWED: 07-0 X 15%=4 Z'�' SF PORTION OF THE WORK. PROPOSED GLAZING: % OSF<I Z':,> SF 46. UPON COMPLETION OF THE PROJECT,THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER GUARANTEES AND 9. ALL MATERIAL AND WORK SHALL COMPLY WITH PROJECT DOCUMENTS.WHERE WORK OF A MORE STRINGENT NATURE Is WARRANTIES, RELEASE OR WAIVER OF LIENS,OPERATION AND MAINTENANCE MANUALS,AS-SUILTS DRAWINGS SHOWING CALLED FOR ON ONE THAN IS REQUIRED BY OTHERS,THE MORE STRINGENT SHALL BE FURNIUSHED. WORK OF ALL TRADES AND A NEW AMENDED CERTIFICATE OF OCCUPANCY. 10. WHERE THE TERM"SUPPLIED"OR"PROVIDED" IS USED IN PROJECT DOCUMENTS,IT SHALL BE UNDERSTOOD THAT THE 47. ALL SUB-CONTRACTORS SHALL BE FURNISHED WITH A COMPLETE SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS BY CONTRACTOR SHALL FURNISH,INSTALL AND CONNECT ALL WORK CALLED FOR. THE GENERAL CONTRACTOR. SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND THE EXISTING 11. NO SUBSTITUTIONS WILL BE MADE WITHOUT WRITTEN APPROVAL BY THE ARCHITECT.SUBMIT SUBSTITUTE CRADESONDITIONS AT THE SITE TO UNDERSTAND HOW THE WORK OF OTHER TRADES MAY EFFECT THE WORK OF THEIR PARTICULAR AND SAMPLES FOR APPROVAL IN WRITING,TO THE ARCHITECT DURING THE BID PROCESSMAL REQUISITIONS T . I FOR MATERIAL SPECIFICATIONS AFTER THE BID PROCESS MUST ALSO BE SUBMITTED IN WRITING PRIOR TO COMMENCEMENT 48. G.C.SHALL SUBMIT A WRITTEN GUARANTEE To THE OWNER FOR ALL MATERIAL AND EQUIPMENT TO BE FREE OF DEFECTS C: OF WORK. EITHER MATERIAL OR WORKMANSHIP FOR A PERIOD OF(1)YEAR FROM THE DATE OF THE FINAL COMPLETION.THE ARCHITECT Z? NOTES: SHALL DETERMINE THE FINAL COMPLETION DATE,AFTER ALL CORRECTIVE WORK HAS BEEN REPAIRED AND COMPLETED TO 12. DRAWINGS ARE NOT TO BE SCALED, DIMENSIONS WILL.GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER SCALE OF THE ARCHITECTS APPROVAL AND ACCEPTED BY THE OWNER, ON THIS FINAL COMPLETION DATE THE G.C. SHALL DELIVER TO PLANS. THE OWNER THE FOLLOWING ITEMS: 13. AFTER THE AWARD OF THE CONTRACT,ARCHITECT WILL FURNISH CONTRACTOR THREE PRINTS OF EACH DRAWING.ALL a. A GENERAL GUARANTEE OF ALL MATERIALS AND EQUIPMENT.OTHER PRINTS NECESSARY FOR THE EXECUTION OF T'HE WORK SHALL BE REPRODUCED FROM THESE PRINTS AND SHALL BE b. INSTRUCTIONS.MANUFACTURER'S WARRANTIES AND PRODUCT LITERATURE INCLUDING CLEANING THE RESPONSIBILITY OF THE CONTRACTOR. c. MANUFACTURER'S MAINTENANCE AND OPERATION INSTRUCTIONS. JOB SITE DURING ALL d. EQUIPMENT INSTRUCTIONS-G.C. OR INSTALLER SHALL REVIEW THE OWNER,THE PROPER 14� CONTRACTORS MAINTAIN A COMPLETE SET OF CURRENT CONTRACT DOCUMENTS AT THE MAINTENANCE AND OPERATION OF ALL EQUIPMENT INSTALLED. PHRASES OF CONSTRUCTION FOR USE BY ALL TRADES. 49. FINAL CLEANING SHALL BE PERFORMED FOR ALL THE TRADES UPON COMPLETION OF THEIR WORK AND UPON COMPLETIOrOF AND RECEIVE DIRECTIONS FROM THE 15. A REPRESENTATIVE OF THE CONTRACTOR AUTHORIZED TO DISCUSS THE WORK A THE PROJECT.THE CONTRACTOR IS TO LEAVE THE JOB-SITE BROOM SWEPT CLEAN. ARCHITECT SHALL BE AT THE JOB SITE AT ALL TIMES THAT WORK IS IN PROGRESS. co OR EQUIPMENT REQUIRED FOR THE WORK 50. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE(EFFEC-nVE DATE 210) / + c z 16. CONTRACTOR NEEDS TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIALS TO THE POINT OF USE,AND SHALL BE RESPONSIBLE FOR ALL UNLOADING,CHECKING AND STORING OF SAME IN CONNECTIONAND THE WOOD CONSTRUCTION MANUAL(WFCM)FOR AND TWO FAMILY DWELLINGS 1995 BC HIGH WIND EDITIONS(AS, ' REFERENCED FROM THE NYS RESIDENTIAL CODE)PRESCRIPTIVE DESIGN(CHAPTER 3)AND ALL LOCAL CODES HAVING 17. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSTRUCTION,MATERIALS AND WORKMANSHIP AND THE JURISDICTION OMISSIONS IN CONTRACT DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALI WORK DESCRIBED IN THE PROJECT DOCUMENTS AND WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE APPLICABLE STATE AND LOCAL LAWS. / ' LETTER IN WHICH THEY ARE WRITTEN, 61. THE G.C.SHALL PROVIDE ALL ADDITIONAL ITEMS OF WORK AS REQUESTED BY ALL LOCAL AND STATE BUILDING DEPARTMHT 18. ANY CORRESPONDENCE TO THE ARCHITECT OR TO THE OWNER SHALL BE FORWARDED IN A COPY TO THE OTHER. OFFICIALS. 19. THE CONTRACTOR WARRANTS, BY TENDERING HIS/HER BID THAT HE/SHE HAS VISITED THE SITE AND CAREFULLY INSPEoTED 52. SHOULD THERE BE A CONFLICT BETWEEN THE DRAWINGS AND NOTES OR WITHIN THE DRAWINGS OR THE NOTES THE EXISTING BUILDING AND SITE CONDITIONS AFFECTING THE WORK.ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THEMSELVES,THE CONTRACTOR IS TO VERIFY THE INTENT WITH THE ARCHITECT PRIOR TO SUBMISSION OF THE BID. EXISTING CONDITIONS MUST BE REPORTED TO THE ARCHITECT,IN WRITING,THREE(3)BUSINESS DAYS BEFORE RETURN OF / t 53. THE CONTRACTOR IS TO PROVIDE ALL FLOORING, BRACING, PARTITIONS,AS NECESSARY TO ACCOMPLISH ALL THE WORE IN THE BID. LATER CLAIMS FOR EXTRA COSTS FOR LABOR, EQUIPMENT OF MATERIALS REQUIRED,OR FOR DIFFICULTIES AN APPROVED MANNER. ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE WILL NOT BE RECOGNIZED. CONTRACTOR SHALL GREENLINE ON THE FLOOR A FULL SCALE PARTITION LAYOUT FOR INSPECTION BY TRE 54. DUMPSTERS SHALL BE LOCATED IN ACCORDANCE WITH THE APPLICABLE RULES, LAWS AND REGULATIONS IN EFFECT A7THE 20. THE GENERAL CO TIME OF THE PROJECT, IT SHALL BE THE RESPONSIBILITY OF THE G.C.TO DETERMINE ALL SUITABLE LOCATIONS. ARCHITECT PRIOR TO ERECTING ANY INTERIOR PARTITIONS. 21. "ALIGN"SHALL DENOTE GYPSUM BOARD LAMINATED OR FURRED OUT OVER FACE OF EXISTING CONSTRUCTION AT JUNCTION WITH NEW CONSTRUCTION TO MAKE A FULLY CONTINUOUS SURFACE FREE OF CRACKS OR ANY OTHER IRREGULARITY. ENERGY NOTES 22, THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE MOISTURE WRAPPING MATERIALS AS MANUFACTUREIBY "AMAFLE)VOR THE APPROVED EQUAL. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, LATEST EDITION AT THE TIME OF PERMIT APPROVAL. (HERE AFTER 23. ALL SPACES AROUND PIPES, DUCT WORK, ETC.. PENETRATING RATED CONSTRUCTION SHALL NOT EXCEED V2"AND SHALL BE I KNOWN AS ECC) PACKED SOLID WITH MINERAL WOOL AND BE CLOSED OFF BY TIGHTLY FITTING METAL ESCUTCHEONS ON BOTH SIDES OF APPROVALS RATED CONSTRUCTION,AS REQUIRED BY LOCAL CODES. 2. EXTERIOR DOORS AND DOORS TO GARAGE U= .40 MAX. 24. WHERE STEEL STUDS ADJOIN METAL DUCT WORK, OR WHERE TWO METALS ARE AFFIXED TO EACH OTHER,THE GENERAL 3. WINDOWS, SLIDING DOORS,ALL GLASS U= .36 MAX, EXISTING CONTRACTOR WILL PROVIDE THE NECESSARY INSULATING MATERIAL SO THAT NO VIBRATION OR NOISE IS TRANSMITTED GARAGE IN illiam F. Savino BETWEEN THE METALS. 4. ALL FIREPLACES TO BE PROVIDED WITH A SOURCE OF COMBUSTION AIR AS REQUIRED BY THE FIREPLACE v w BARRIER MATERIALS WITHIN ANY CONVECTOR ENCLOSURE CONSTRUCTION PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK. A © C H I T E C T 25. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL SOUND COINCIDENT WITH GYPSUM WALLBOARD PARTITIONS, TO MAINTAIN THE SAME DEGREE OF SOUND INSULATION THAT IS 5. PROVIDE TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS AS REQUIRED BY SECTION 102.7 OF THE 71 West 23rd Street Suite 1908 PROVIDED BY THE ADJACENT WALLBOARD MATERIAL. ENERGY CONSERVATION CODE. 26. THE CONTRACTOR SHALL CONTAINERIZE ALL DEBRIS AND BROOM CLEAN ALL CONSTRUCTION AREAS AT THE COMPLETION OF 6. ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE,DESIGN AND TYPE OF New York, N.Y 10010 CONTRACTOR SHALL IT SHA IL AS IS REQUIRED BY THE BUILDINGS EACH WORK DAY, PERIODICALLY REMOVING DEBRIS AS REQUIRED.UPON COMPLETION OF THE WORK, CONT MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL + Tel:212-727-2248 REMOVE ALL DEBRIS AND LEAVE THE PREMISES BROOM SWEPT CLEAN. I`f 16-0" DEPARTMENT. Fax:212-727-8291 27. THE CONTRACTOR SHALL THOROUGHLY CLEAN PREMISES(BASE,WALLS, FLOORS, DOOR/BUCK/HARDWARE) PRIOR TO 7. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-76 DEGREES F; FOR COMBINATION HEATING AND COOLING EXISTING 1-1/2 Email:SavinoArchitect@aol.com TURNING IT OVER FOR OCCUPANCY, INCLUDING BUT NOT LIMITED TO VACUUMING THE CARPET, REASONABLE PAINT TOUCH UP THERMOSTATS.THE RANGE SHALL BE 46-85 DEGREES F. STORY FRAME WHERE REQUIRED AFTER COMPLETION OF WORK BY HIS OWN FORCES AND THAT OF OTHER TRADES ETC..TO PRESENT A HOUSE GENERALLY NEW APPEARANCE FOR TENANT MOVE-I N. 8. INSULATE ALL MECHANICAL PIPES. PIPES SHALL BE INSULATED AS PER TABLE 503.3.3.1 OF THE ECC. 28. CLAIMS FOR ADDITIONAL WORK SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT WITHIN THREE(3)DAYS AFTER THE NEW I STORY IC: EVENT GIVING RISE TO SUCH CLAIMS,WITH A COMPLETION DESCRIPTION OF THE WORK, MATERIALS BEING USED, EXACT 9. ALL DUCTWORK SHALL BE INSULATED AS PER TABLE 503.3.3.3 OF THE ECC. zo SCREEN PORCH _H 'GEORGE STYLIANOS LOCATIONS OF THE WORK AND DETAILED COST ESTIMATE.THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK FOR 10. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 120 DEGREES F MAX. DESIGNER WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. FAILURE TO OBTAIN SUCH WRITTEN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA11. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO THE COMPENSATION. MAXIMUM OF 3GPM @ 60 PSI WATER PRESSURE. 29. THE CONTRACTOR SHALL FURNISH AND INSTALL BLOCKING FOR WALL OR CEILING HUNG ITEMS.THE CONTRACTOR SHALL BE 12. HEATING AND COOLING EQUIPMENT SHALL MEET THE PERFORMANCE STANDARDS AS DETAILED IN TABLE 603.2 C14 NEW 2ND STORY RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, OF THE ECC. ��A-_-r FRAME ADDITION BREAKAGE,COLLAPSE, DISTORTION AND MISALIGNMENTS IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS AND GOOD PRACTICES. 13. THE G.C. SHALL BE RESPONSIBLE FOR PROVIDING WRITTEN CERTIFICATION BY A REGISTERED DESIGN EXISTING 2 STORY SAVINO RESIDt:NCE 30. PROVIDE ACCESS DOORS AS REQUIRED FOR MECHANICAL, ELECTRICAL, ETC.AS REQUIRED BY CODE. LOCATION TO BE PROFESSIONAL STATING THAT THE REQUIRED HVAC TEST,SYSTEMS BALANCING REPORT,AND MECHANICAL FRAME HOUSE 172.5 KINGS ST M WORK HAS BEEN COMPLETED IN ACCORDANCE TO CODE. 0 1) APPROVED BY OWNER AND/OR ARCHITECT. PROVIDE METAL ACCESS DOOR FOR EASY ACCESS TO ALL VALVES, DA PERS, CONTROLS,JUNCTION BOXES AND OTHER ITEMS REQUIRING SERVICE, 14. WATER HEATING EQUIPMENT SHALL MEET THE PERFORMANCE STANDARDS AS DETAILED IN TABLE 604.5 OF 0 ORIENT, NY 11957 31. THE CONTRACTOR SHALL PERFORM ALL PATCHING OF CUTS REQUIRED BY ALL TRADES. THE ECC. f DRANNG TITLE 15. ALL WATER PIPING SHALL BE INSULATED TO THE MINIMUM STANDARD AS DETAILED IN TABLE 504.5 OF THE ECC. ±441-01' 32. CONTRACTOR AGREES TO PROTECT AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM LOSES OR DAMAGES AND TO 26-6 REIMBURSE OWNER OR ARCHITECT AND THEIR AGENTS FOR ANY EXPENSES. INCLUDING LEGAL FEES AND DISBURSEMENTS, IN 16. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN THE ECC, 19 GENERAL NOTES, SITE ANY ACTION FOR DAMAGES, OR BECAUSE OF ANY INFRINGEMENT OR ALLEGED INFRINGEMENT OF ANY LETTER PATENT OR �4 PATENT RIGHTS RESULTING FROM USE OF SALE OF ITEMS OF THE CONTRACTOR. 17. ALL BUILDING MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER C14 li� PLAN , AND LIGHT 33. UPON AWARD OF CONTRACT AND PRIOR TO COMMENCEMENT OF ANY WORK,CONTRACTOR SHALL SUBMIT CERTIFICATE OF LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. -H INSURANCE FOR WORKMAN'S COMPENSATION,AUTOMOBILE AND GENERAL LIABILITY A REQUIRED BY THE OWNER. 18, INSULATATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF THE INSULATION 0 CALCULATIONS 34. THE LIABILITY INSURANCE CERTIFICATE,SHALL INCLUDE THE OWNER AND ARCHITECT AS ADDITIONAL INSURED AND INDICATE AT PLATE LINES, BEND JOINTS AND CORNERS. KING STREET 200,00' Pio�FT-Ty TFN U THAT THE INSURANCE COMPANY RECOGNIZED THE EXISTENCE OF THE HOLD HARMLESS AGREEMENT. REFERENCE SHOULD 19, EXTERIOR INSULATION WITH PROTECTIVE COATING SHALL EXTEND A MINIMUM OF 6"BELOW GRADE. DATE: MAY 28, 2014 BE MADE TO THE SPECIFIC CONTRACT.THE CERTIFICATE SHOULD BE BROAD FORM CONTRACTUAL. DRAWN BY: L.MACHADO 20. FOUNDATION INSULATION SHALL EXTEND A MINIMUM OF T-O" BELOW GRADE AS PER TABLE 602.2.1.6 OF THE Iwo. 35. CONTRACTOR SHALL RETAIN TITLE TO ALL MATERIALS AND EQUIPMENT UNTIL IT IS INCORPORATED INTO THE WORK OR CHECKED BY: B.SAVINO OWNER'S WRITTEN ACCEPTANCE,RISK OF LOSS, DAMAGE BY FIRE OR OTHER CAUSES TO MATERIALS OR WORK PROVIDED BY ECC. ► 0 DWG. NO: THE CONTRACTOR SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY UNTIL IT IS INCORPORATED INTO THE WORK AND UPON 51Tf- fDLAN OWNER'S WRITTEN ACCEPTANCE. SCALE: 1 ;20 0126 o4r A � V�! � • Q V. 36. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE UNTIL IT IS TURNED OVER TO THE �FAD FILE NO: OWNER, R 1 Of# CAD FILE NO.: ISSUES: 514" # DATE: TO: 1 6128/2015 DOB SUBMISSION 211-4" t 171-21' 100A 11p 1� if If 17 7 EXTENT OF ROOF REMOVAL EXISTING ROOF TO REMAIN I REMOVE HATCH,STEPS AND 1 ,17-4 FOUNDATION WALL I ------- CD coI I-.----- - +1 EXISTING FOUNDATION WALL ISTING BA ROOM#2 ( REVISIONS EXISTING DOOR AND FRAME EXISTING 0 # DATE: DESCRIPTION: BEDROOM# M w W U_ 0 C> o i2 co 00 /w � cr LL 0 EXISTING C:EL�LAR I— w z iiaw X CLOS. CLOS. b 0 Nr M j I EXISTING 4, BEDROOM#2 a NOTES: OUTLINE OF EXTERIOR WALL BELOW REMOVE ROOF SHINGLES, REMOVE PARTITION SUBSTRATE AND FRAMING. CEILING JOIST To REMAIN CLOS. DN CELLAR FLOOR DEMOLITION PLAN— SCALF: 1i4"= 1 '-0" 5f-COND FLOOR Df-MOLITION PLAN 3 SCALE: 114"= P-O" r------------I Ir._____ ±121-411 1 1 1 -REMOVE HATCH,STEPS AND EXTENT OF EXISTING I I 1 1 FOUNDATION WALL CEDAR SHINGLE REMOVAL co +1 APPROVALS --------------------------------------- William F. Savino • SINK R C H I T E C T EXISTING 71 West 23rd Street Suite 1908 ATH#1 New York, NY 10010 z EXISTING H Tel:212-727-2248 ROOM LIVING Rn EXISTING w EXISTING DECK Fax:212-727-8291 EXISTING >0 KITCHEN Email:SaVinoArchited@aol.com LIVING ROOM] 2 w CLOS. REMOVE CEILING GEORGE STYUANOS n p r--- -------------------------------------r------------------T--- f .� .Ili` `:4 st L.._VY� �4Z —`' = �` ` V ------------------------------------r------------------T--- SoA-%Vw INO RESIDENCE 1725 KINGS ST ORIENT, NY 11957 'q Aw DRAWNG TITLE upo CELLAR, FIRST, AND SECOND FLOOR DEMOLITION PLAN DATE: MAY 28,2014 Fi 2 DRAWN BY: L.MACHADO C' CHECKED BY: B.SAVINO f I R5T FLOOD. DEMOLITION PLAN 0 DWG. NO: A � � ■ 2 SCALE- 114"= 1 '-0" 26 CAD FILE NO: 1 of# 'Z FILE NO.: 5C F ISSUES: # DATE:. TO: NOTE: 1 6/28120/6 DOB SUBMISSION 1, SEE DRAWING A004 FOR LEGEND,NOTES AND SCHEDULES.. • �f��•l -•�_ F.41.=-�.� �I�$"?"'!r�� IW�r*f if`fY-•��•-I� - ,. . _ .. REVISIONS —"" # DATE: DESCRIPTION: _ �• . - - - � TrP - rte# f.n.•�•� � -w:..��`-�-�`- 4 •' ' f3�.i�'�'�•ry �'i'-•�-..i" ice'• �} r ..,•,_,�� f NOTES: . ] BITUMINOUS # 4 + € WATERPROOF i MEMBRANE lie NEW CONCRETE A- { FOUNDATION WALL t �` to ", : BONDING AGENT 11 ffl �l f� f 94 DOWELS X ' 1 j7 .. - I 2"-6' LONG @ 18" / O.C.VERTICAL \ EMBEDMENT .....� EPDXY GROUTED • . I \ DETAIL 1 A EXISTING CONCRETE • I I - I - - y FOUNDATION WALL . DETAIL 1A EE INFILL BLOCK AS I DETAIl,lA , EXISTING M.Q. REQUIRED I I I EXISTING CELLAR I I I I FILL-IN MASONRY OPENING I I APPROVALS 1 .11ia. m.. r' a•Vino tit;t iYw'f j f 4w% j41 V'f:}. 3 ' ' - r •- 1 71 West 23rd Street Suite 1908 New York N.Y 10010 p + Tel:212-7272248'. d Fax:212-72A291 Email:SaAokchltef t@aol.com .. _..... ry.--��a-m..w.....-,n.. .��... _�..___._.....�..W�............. .. _.�._.__..�.._._-.-,_-.............«_-�_ .. .-- _� ,(p! E��.a.yid/��'I /�y� ' , v i.�«".......�«....w��.<--r+-.••...,a-.,-....—..�,..Kwv-...s-w.x.•�+..«�....-...,.....—e.-w............•.wv.-x..cvm.......r..-.�....+nrw-......_..•w+.».r.-.............s.�.....w...•..�.— ........ .�... • ��A E" �1�V. i.w.i/-E�OV•' ... r S_ 11"0 RESHO)ENCI� Cf-LLAR •CONSTRUCT ON FLAN 1725 K was sT: ; SCALE: 114,1= 11-011 ' ORIENT' NY '1195? DRAWINGTM.f CELLAR FLOOR. . .-,.... . CONSTRU-CTIO' N'' PLAN.. .'�*%' '.,` A DATE:.. . . _ .. MAY 28;•20'14 yi DRAWN BY: LAACHADO " CHECKED BY: 'B.SAVINO' o DWG:NO: 02 '623- ALL CAD FILE NO: 7 Of# CAD FILE NO.: , . . . • . ISSUES: . . - LEGEND . • EXTERIOR DOOR SCBEDULE : # DATE : To: ':. • . - - 1 6128/2016 DOB SUBMISSION I `w": EXTERIOR PARTITION DOOR NO. MODEL TYPE a • - _ « WOOD CLAPBOARD ' lPjt4(; TO MATCH EXISTING 7- o v1 1 I1- it. . . . 1/2"EX XISTING W/5- POSURE-PAINT TO MATCH E - , , + ► +t « 30#BUILDING FELT . v 10..... .. -_ ._- - TYPE 3� . . . . « /, "PLYWOOD SHEATHING , , . , , , • . . • 2X6 WOOD STUD @ 16"O.C. 0 I 2'-8"X 6'-8" „ , . �,E 1 , . . R-21 INSULATION . . . . «« 5/8"GYPSUM BOARD(INTERIOR) � -03' "X 6'-8" , TYPE 1I - . . . • INTERIOR PARTITION . « 2X4 WOOD STUD @ 16"O.C.W/SOUND ' . - I. ATTENUATION BLANKETS ��rr�r 7•�T • 5/8"GYPSUM'BQARD ON BOTH SIDE INTERIOR D 1J011 ►J CHER U LE - • EXISTING PARTITION TO REMAIN DOOR NO. MODEL . - .. . . . 0 I . . .T-8"X 6-8"SOLID CORE/PT.GRADE • . NEW DECK TO MATCH EXISTING DECK g r X 6'-8"SOLID CORE/PT.GRADE , � - 1 . ALIGNANDTNTERCONNECTNEWDECKWITHEXISTING C ) - REVISION$ ; . .. . - .. ��1 2'-8"X 6'-8"SOLID CORE/PT.GRADE .. # DATE: DESCRIPTION: � . . . .. - «-. 1411' DOOR TAG I l /A (2)2'0"X 6'-8"SOLID CORE/PT.GRADE . . . 0 . � . ;' . - . .. I . . _. . . . . I .. . . _ 1 . . W I. I . A . ., . . .,-- ". " � � I. . . . . INDOW TAG -_ �t ; +I . ,. . - __/_.. » ..-e-`'�.... . .. ___.- ` 41-1`�Nl!IA�jl _f, .1 l 5I . . .. .- , . A-7 It.&1i�?ll-��.�`�-1•:,1,4+�.� ( E @E EXISTING WINDOW/QR DOOR ...�......�..- t` . N / . ( lE S COMBINATION SMOKE/CARBON' - - `�. ``'�`.f ..v . 9 r . .. - . @ MONOXIDE DETECTOR ��` 7�,,�'` �� / / 1. . ' . . . % - , :.M . 10"CONCRETE FOUNDATION WALL . . . .. « APPLY BITUMINOUS WATERPROOFING ' , . : .• ' ,',•" MEMBRANE ON ALL EXTERIOR SURFACES •' . s . . - - • __�....__ BELOW GRADE .. / . • `� „ . . . . .. - - . � - - . .. ._ . � . 11 . ... .. VI/ FP;e,i M-rr I . . TYPE I • • TYPE 2 :- �„;_�_____L- . .. I .� . . . I � . .. +�� - « � . . . . . . - . . � . . . I - � , I . . . , . I . � � I . .. F -t. . - r EXTERIOR.. INTERIOR 4 s� - - . 0 - _ t E DOORELfiVATIONS _ 1 - r . ,! E .;r+t 1 d � ?,. �” ,gig!,-;- ;; Nt TES: . An r ;: . _ 4 VaNDOW SCBEDULE . I . . .� . � .. . . 4 . I I .EEil- ' i 1� ' WIND.NO. MODEL ROUGH OPENING. L= V= RE1viARES - ,�._ / � 1 _. - _ SIZE t 141. &v, rl.' ' t11 I ;k s 1 W 35 I�9' V X 3-S /S" I 12 1'1 1 EASEMENT WINDOW- (D I " ...p , .I. 11'_ - 0Rl!� _».. +r a /J,1s v -kr7 f, ', G'1 w. 2'-0 5/8"W X T-10 5/8"H dam,& Z.�- t��r� � .• 1 _ E ,� i . _di -I _ I � . t- � _• .1Z - �.;'- .� ( X42-5—-� , -8,14!!-X21-4 7�st'I��•-4.1�• MEOW . I +t k t+ P 1je_ tE 1 ' - i' I " ' py} 17. /�j, � —4 . . I . . I 4' A251 2'-4 7/8"W X 2'-0 S/8"H 3.2 1.1 AWNING WINDOW . . • t� - kl (. I ` 1. i ~x' 'i� s-— 5 . CXW14 3'-0 1/2"W X 4'-0�1/2"H� 9.5 8.4 CASEMENT WINI 1,DOW . . • d " _ ., lIc • 3�1 '2 W . - .p ," N0 {{�"^' :.. . -r°�° - TW2 0 �1/ �W �4' •7/8'H �•5 6 :09-p._I�,:H: 3hTD0`,jV" T I - dAt I 4 ,19 , , - - - 1 ; '� ,, ; WINDOW ANDDOQRNOTES: . , . . _. t _....._.,.._._......_-......._..� _ .__--..--... • .E �: . �. W EY E d tE . u _..... _. ._ I 1. DOORS AND WINDOWS ARE BY"'ANDERSEN"400 SERIES .- . I2 w14;l _._..••. ...•.- '' _.. . . �.._, .-, . M.-.__.�___.. r,, s - G? �_._... _� . • 2. EXTERIOR R BE PERFORMANCE . �.................- . _- I 2 - LOW E4 GLASS.DO ARE _ _ DOORS WINDOWS TO HIGH RFO ,__.._..._._.._........__. - I8"ARE _ f w Nom..... -. _ ,. AY,� 3. ALL GLASS PANELS LOCATED BELOW TO BE TEMPERED GLASS. 2 -� ._.—____ _ _____ �� t 4. L R RS O AS TE _ f _ __ _.. __ . . { t / `�,� __..., - - -- --=: - ±6'-T HIGH PERFORCE CODE S TO DOORS AND WINDOWS PER STA - -. _._______._._.._._._.-.__..-.__. . ,� �• .t ,.� ...___.. ._,r--_-.�..._ S. DOOR HARDWARE TO BE SELECTED BY ARCHITECT. _ 1 _.. _ _ : � ., a.�a.� ._...__..... ....._.. ._... .._ �..y►_ _..__x -. — tt.. t - . - .. ..-____.__-'______-' --. ... ....-.... _.._ ....._ 3. • 3 _4 E a • 4. LINTEL SCHEDULE• _.. �'A j� 0 . . j z• � �' ._W _. .__._. _ .. EXTERIOR DOORS- 2 13/4"X 1 17/$"MICROLAM,U.O.N. _. I f /d- - __�s 6 ` "` % .' WIND WS 4'-0".WIDE OR MO ( 13/4"2:117/8"MICROLAM O RE 2) - , " REPAIR JAMB " ' • • SINK R *�T NOTE• ' �:._ 1. DO NOT SECURE THE DECK TO THE EXISTING BUILDING.CONNECT TO - E AS REQUIRED` E�� f�'� , . ' TO MATCH til ,, Z_ V . - Q 'EXISTING DECK AS REQUIRED.(VERIFY•WITH ARCHITECT) ' - : ADJACENT -rte e XISTING INSTALL NEW . . , SURFACES ' " ATH#I 75 CFM E . ,_ z . . - - . __ EXHAUST FAN -�t,.;.. +� , . AP!PRt?VA�S . EXISTING • !� (� . . . .. . 2 . H - , . ' . A-5 DINING ROOM ,� i - EXISTING ' . . . � 0 " . .: a I` I - �. ..:�,":..." , . I `. 1. I " � '• I I I IEXISTING t DECK' - -,,:,,. - '. I g`,' `� tom 1 } KITCHEN f 1 . .'S a l. . t :, . t NEW DECK TO MATCH I . . w 1. � . . � I . . #. M, ,V :1� I ,... 1... :.; ., . . . I I - I : . . . . I . . . . . . I . . I . (�) - EXISTING . ```i 1 CLOS. EXISTING DECK . I .I LIVING ROOM '_r: INTERCONNECT DECKING ,. . , . .. �- I. u, - - . AS REQUIRED.DECK 7� WeSt 23rd Stl'eet �Ult@ 908 �. " t4: L E ELEVATION TO ALIGN .:. * . I }- . . . . New York, N.Y 1000 -. % __. =gid€ . . . ' - . ' . °�'% 1. . . . - _ _ ___ . . Tel:212-727-2248 ' I d _x. _ .� __ PROVIDE 10"DIA. ��X:212.727-8291 :. . I //f .....__... SONO-TUBES UNDER ,�. E 1 ,; m_ ,. ' �` , ` ,..__ _ Email:S@a ._... ,__'t t' P .E - �- a 1 i_-._ DECK,SONO-TUBE TO aVI110AtC�tite Ol.c�om , :'. ,'="``_'� ''' s• EXTEND PAST FROST LINE . _ . d, _. _._ .. q ""` �"'iY`�,-}""'-H -��,�'.�'��,�,�1/d�1 1-V, w .,..E � .��--�--��.:.� ;... � e�} � � � � k,y .rYy.�. � - , J � �V i an I -4 __ - --_ _ tom-•tj' 'a i^°•�� '"t ,,.yam t�e j{\\ - �. ! III ,{y��, ,, 1�1! %k� . .. �l�,,,., i- ;l't.-w,._�._ - .y i ."''.`•`Jatt' ��.,ti M'j:.'+ f • IIII 1 G-f `(' N�4 .. 7— - _ •E2X2X10RR StYLIAN©S t �T, 5 ' 1 TERIOR GRADE :` t= i .- . . ", 4lE ' - ! ''t `� .-... + / + ji �' _.._. DECK FRAMING ' . �I I, �:�1} • ;i�' -�g— vaa. ,n3eG«.f.rL.Sri ..2 . ;; \—.,.,-.! ...._.... .. ... F!, 1. '1P _ - I .. 11 . ON _ t - .. . S 4 «..jj�(('t L • p � .. _ I Slf �5•; b.1 . . , . - . .�_ — __ _ : . I .. I . _ _ 1 NEW DECK TO MATCH. - V tl I G : RES ' . _ ---. EXISTING DECK INTERCONNECT . . . . , 0 DECKING AS REQUIRED. �. I . . I . .", . - ,� I - : . , .. ' 1 �:- COrfT1NUE FRAME As REQUIR1aD. 1725 KI NGS ST';. ' ' . EXISTING FURNACE .- t tt • SEE NOTE 1 " " C • I . 1DNTAKE/ExNIIAUST " 3_ . .C)R1GNT, NY .� 957 . " ' OUTLET AND HOT ` 1 _ - . . . . .. . I - . ` WATER HEATER VENT M �_ i 1. _ I : 1}RRAAiMNG Tti<.h . . I . '. � . . . TO REI I . .. I IMAIN G I + ; - . . .1* I . I . . • . � . . . -4,15, . . � . , . . . . . I . - . I . . . . I . . . '. . I � . . 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ISSUES: • (r�EwADatTroN) # DATE: Tb: . . . ..• 1 512812015 DOB SUBMISSION EQ EQ A-1 Z�l II II NEW LEADER 1'-0"OVERHANG f-O"OVERHANG ol 3-1/2"DIA.TO MATCH EXISTING _ . z Q I I d , � r— — — -- r } o I _0,1 0 GAF WEATHER GUARD ICE SHIELD.3'-0"ALONG ALL 2" 0'I 16"O.C. 2"X 10" 16" OUTSIDE EDGES OF ROOF I I t' REVISIONS (TYPICAL)HATCHED AREA I I o # DATE: DESCRIPTION:' NEW GUTTER 5"DIA.HALF CIRCLE I wra I 3Q . NEW LEADER 3-1/2"DIA.TO 8'-6" I GAF"WEATHER GUARD"ICE MATCH EXISTING I I N I SHIELD.3'-0"ALONG ALL I I SOLIDHATCH AREA OUTSIDE EDGES OF ROOF liv- I AREA OF METAL FLASHING (TYPICAL)HATCHED AREA I TO MATCH EXISTING NEW GUTTER o I ta-DIA.HALF CIRCLE SLOPE DN SLOPE N I J � t -3i ._ . .__. .._ . _ _ _ _ __ _. _ _ ._._ _ ....:— OUTLINE OF . NEW LEADER BUILDING BELOW—\, 3-1/2"DIA.TO I I k 6"OVERHANG MATCH EXISTING 5'-0" 3'-1 o" 9,-•6„ T-21', /• i / , cb ✓ z BA STING #z NOTES: ZO EXISTING WE DN � '""�.�.,, ,« I �O� � W � p I � � � - - • BEDROOM#I "` -' `_' ^ ' I / O BATH#3 .,.E' z '_�ii. .: :�0 U- Z 4 o I u'i z (2)2 x 10 RIDGE BEAM /X1. ru Q a2o Z C J _ED #3 \ Z I z CLOS. CLOS. {2)2 X 10 BEAM +1 !'"�� '. � %; � I � � ., `'�i� w � 1 � ` �, ;" r x^ e. ''s (gym '�/, } I �� fes? I (j r-......r-..iLit. �l EXISTING Y CLOS. CLOS. �` + BEDROOM#2 — EXISTING EXISTING - , I ROOF SLOPE ROOF SLOPE I 6"OVERHANG "- •'• 2-4" E r I f` 32 GAF WEATHER GUARD ICE I: r �' I HIELD. L 4a ! I S 3 o ALONG ALL � f I � � � I . � OUTSIDE EDGES OF ROOF EXISTING ROOF EXISTING ROOF {TYPICAL}BATCHED AREA 21'-6°(NEW ADDITION) I . f,. NEWGUTTER CLOS. ON �I- DIA,HALF CIRCLE .. - . tt EXISTING GUTTER t� CUT AND MODIFY AS i REQUIRED f ADDITION) _ .. ti .,e t°a i �, _ �� / ,. t 1s-0 21-0 (NEW AD ) APPROVALS EXISTING ROOF .77 -S 'All I �-'---EXISTING IEV .. .....` NOTE: ww MT. V ' ROOF ROOF w I.INSTALL METAL VALLEY FLASHING TO �+ T • c T MATCH EXISTING.PROVIDE GRACE ICE R V" 1 1 ` E. V SHIELD UNDER FLASHING, 1'-6"IN BOTH . . DIRECTIONS 71 West 23rd Street SUlte 1908 New York, N.Y�10010 ' . Tel:212-727-2248 Fax:212-72M291 ro O f "C O N 5T ICU CT I O N PLAN Email:SavinoArchBect�aol. m _ :. 5ECOND fLOOK, CON5TRUCTI ON' PLAN � 5CALE: 1/4"='1 �_a'l : SCALE: 11411= 11-91 ,.n ;. . GE S Y • LSANOS` v&AVI& NO vftrmSlD'NC '1725 KINGS'ST ORIENT, NY 11957. SECOND FLOORAND ROOFICONSTRUCTION' "'o- 1 PLAN q�, DATE: MAY 28,2014 �5 M F. S ti DRAWN BY:— -L';MACHADO CHECKED BY:: B:SAVINt3 :.. o DWG.NO: 00 f' 012 3 ¢ AD FILE NO: 1 of# . CAD FILE NO.: ISSUES: # DATE: TO: 9 512812016 DOB SUBMISSION RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR ROOF RIDGE __-------____-- ----------------------------____-- _ _ __ -NEW ROOF FINISH TO - MATCH EXISTING ROOF — - FINISH 4"DLA..ALUMINUM GUTTER NEW CEDAR SHINGLES TO MATCHEXISTING- REVISIONS # DATE: DESCRIPTION:• s = -P- t ` SECOND FLOOR _---------- -------------------------------- ------------------- ---- - -- --------�----_I It TK_ ;i OJ FIRST FLOOR 5 GRADE VARIES _ -------- NOTES: (REGRADE AS REQUIRED) r I I I LINE OF FOUNDATION WALL t r- -I--.---i•------------------- _� I _� ._._._.__..._._.--.-_--_. --_-----_--_-__ _- __ __ _ _----_ _ - _ __ _____ _ �__ J_� • � I I i I � I. . I • , 50UTH f-LEVAT104. ! SCALE: 1/4"— P-0" EXISTING ROOF TO REMAIN RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR _ i APPROVALS NEW ROOF"FINISH TO _ MATCH EXISTING ROOF ; , . ..•:. FINISH I I I F. `" .V V ROOF RIDGE - I A R 'C H =T. T E .0 T I 9 4"DIA:ALUMINUM - - 71 West 23rd Street Sulte 1908 . UTTER New York, N.Y 10010 SECOND FLOOR ., 1" EL.8'-?" .� .« .. Te(`212-727-2248 . Fat 212-7278291 NEW ciAPBOARD Emd:Sa noWlt doom r NEW WOOD ;. CORNER TRIM TO 00 MATCH EXISTING NEW LEADER r �ruc stasvos. CONNECT TO NEW DRYWELL,TYP. a�a ' FIRST FLOOR 9JEL.01-01, ' GRADE VARIES -----_-••----------------......-----_____ lit...___.- ,. ,. • � - - � _ , • �. (REGRADE AS REQUIRED)-J . � ••� I ( 1N0, ,RESlD.E,NCr *• .'; LINE OF FOUNDATION I WALL 1725 KINGS •Si' .r i - , , fJRIENT NY 1.1957 . DRAM%TrrLE ( Std UTH AN D W EST ---_ _ _ t _ ;..- _'..._.-_--_._.--.--- - - -- _- I-- -----_-__ � ------------------------ � ELE Vl'1T��.11Y�7� A DATE:`,, 'MAY 28 •2094':;::' .. WESIT ELEVATION �P� �, .5,9 DRAWN BY: : . L.MACHADO. . SCALE: 114"= !r_oi� v�, t. L, CHECKED BY: ..B.SAMNO.•. ri =LL o DWG. NO 012 3 ' . V ■ FILE NO:. CAD FILE NQ.: 1 of# .. ................... .... .... €' ..9 __ ...,_,.,..,_._�... - .. _ ,. _. __--._._._,.._ -. _ ..._,.,.....,,.,_........... .___.-.,_...,...__- ._.....,._.�. ....,.,•......_._-__. - _._....,, .., ,.,... .. ,,.M�.•....«..>..•.,�,,,,<.. _.,.......,.,,.,.., ...._....,,,, .....,..............., _...... ISSUES: . ATE. JO: .- 1 612812016 , DOB SUBMISSION. RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR NEW ROOF FINISH TO MATCH EXISTING ROOF FINISH ROOF RIDGE ---------------- -------------------- ----- REVISIONS NEW CEDAR SIDING # DATE: DESCRIPTION: TQ MATCH EXISTING a° 4"DIA.ALUMINUM \ �' t : r GUTTER 5_ _ \ EXISTING ROOF ' TO REMAIN -------------------------- SECOND FLdOR ---------- NEW CLAPBOARD NEW WOOD op CORNIER TRIM TO - ---------------- MATCHEXISTING _. _,.___ .- ..._ ._._�.. _ NOTES: ' NEW LEADER � _ ...._..._��-_---�-_.._....._�•�e.w....w_.:,_...p,.��.-_._... - - - • CONNECTTONEW DRYWELL,TIR. FIltST FLQOR ----- -------- --------------------- - ----- --------------- --- - EL.{p-U" - $ I GRADE VARIES ,; 1 � 9; � .. I -• - _ ' ". • (REGRADE AS REQ(,)IRED) "" �., ' ,� ,f � . I I - • Ij „SCAPEWEL"WINDOW I '_ WELL SYSTEM BY BILCO W/PLEXI-GLASS COVER LINE OF FOUNDATION I WALL I I ----- f ----_-----_--_.•.---_--------�----1-_ t F_ 1 . I NORTH VATION 5CALE: 1/4 -� R OOF RIDGE I" `1"o APPROVALS EXISTING ROOF TO REMAIN RIDGE CAP TO MATCH EXISTING IN PROFILE AND COLOR fa 'S '� - y . NEW ROOF FIN0, ISH TO - _ NEW CEDAR SIDING MATCH EXISTING ROOF - TO MATCH EXISTING FINISH 71 West 23rd tl'@e . 11I�� -- New York,KY 10010. 4"DIA:ALUMINUM Tel:212-727-2248 GSR Fac:212-727-829 SECOND FLOQR Itect@aol.com Email:SaAnoArcK i=ce ` - -- - — _ --------------------------- -- - - - - - - - - - - -- - NEW WOOD CORNER TRIM TO tfCt gJ,`tft�` r�S MATCH EXISTING�� GE STYLIANOS 0"C CLAPBOARD NEWLEADER i _ {{ ONEW CONNECT T NEW SORE TYP. / DRYWELL,TYP. EN, 1(r' f` ; , r I / WF, IRST FLOOR V =SID . ----------- SOT INO ENCE" _---_- __- L. " ----- GRADE VARIES ?25 KINGS ST (REGRADEASREQUIRED} Y 1'�I95►?. ORIENT N ... —BILCO HATCH pRAWINGirrLE I fit" 1 I.. ... I I NORUH ANDREAST .. ilk ..____._____- LINE OF l TION WALL ELEVA . jI L _--.--------- -----------_ - --------------- --r--�- --i i �i L DATE: MAY 281 __.J �`� F, S DRAWN BY: L.MACHj I CHECKED BY:'. B.SAVIN v - - � � ;E•: o DWG.NC1: t"'1 ELEV '&'1 1 .10 26 3 q� • CAD BILE N0:2 • :. SCALA: 1!4"= I'-0" G CAD FILE NO.: ISSUES: # I DATE: TO: 1 15/28/2016 DOB SUBMISSION REVISIONS # DATE: DESCRIPTION: RIDGE VENT TO MATCH EXISTING IN PROFILE AND COLOR (2)2X 10 RIDGE BEAM riNT.O. RIDGE BEAM NEW ROOF FINISH TO MATCH #30 FELT OVER 3/4" PLYWOOD EXISTING ROOF FINISH NOTES: RIM BOARD + o40 4' DIA. ALUMINUM ' ATTIC SPACE 211 GAP GUTTER 0 TO MATCH EXISTING FOIL SIDE � DOWN WOOD FASiCIA_f7_A1?y l4-TFK#_...._ TO MATCH EXISTING 1611 INSUf (fit-38-BATT NEW LEADER -------—-- /,-KEAVE PROVIDE SOFFIT WITH 3 CONTINUOUS SCREENED VENT TO MATCH EXISTING Z, NEW CLAPBOARD -711 309 BUILDING FELT / a Vz-" EXTERIOR GRADE 44 PLYWOOD SHEATHING ON co-1 2X6 WOOD STUDS @ 16 O.C. AND 5/8" GYP.BD. INTERIOR R-21 INSULATION (H:r OFFICE s— CONTINUOUS TERMITE SHIELD FINISH FLOOR TO BE PROVIDE A CONTINUOUS SELECTED BY ARCHITECT COMPRESSIBLE FILLER BETWEEN - T.O. FIRST FLOOR 1- .1 7rr FOUNDATION WALL AND-7 REGRADEAS : 2x 10 @ 11 O.C. R-38 BATT INSUL..Av W SPLASH BOX, TYPICAI-,,__ Y.A x N It I!RA Y_U(Y_U X N JUM NAW REQUIRED AT ALL LEADERS APPROVALS 71 IF"I I ELI =1 GRADE 1:4-Ul CELLAR NEW CELL 10" POURED CONCRETE FOIL SIDE UP y —iceWilliam F. Savino 6 FOUNDATION W/44 VERTICAL = =Ili 1 —11. t�ffl E, I I I I I I E 11! "Wi-11 FEW E�E I I I- (2) 2X8 SOLE PLATE 4 I AND HORIZONTAL @ 1211 O.C. AND i'all-r-5,11 1 4 A R' C H I T E C T 1 I= = - ;... OVER TERMITE SHIELD 8" BOTTOM LEG STAGGERED 3000 PSI POURED CONCRETE . w......::-...:-:-/ 1... 71 West 23rd Street Suite 1908 IF-_ _1w 3/4" X 18" ANCHOR BOLT, 12 4 =-_ I I Ll 211 =0New York, N.Y 10010 APPLY BITUMINOUS MIN. EMBEDDMENT 0_11 (SEE FOUNDATION PLAN WATERPROOFING MEMBRANE ON I :--:_ I I• A 1011 Tel:212-727-2248 -iiii I - 11 FOR SPACING) A Fax:212-727-8291 ALL SURFACES BELOW GRADE 10 EM:SaAnoArchitect@aol.com PARGE MORTAR -11 I1 iii 1/2" EXPANSION FILLER I I rF-=I 11 11 TITI fliLl IL::1� . T-E NEW POURED CONCRETE 411 CONCRETE SLAB W/6X6#10 WWM Tiff- = I-Iii- =1-1,1 1 is OVER 4 MIL POLYETHYLENE VAPOR FOOTING W/3 #5 CONTINUOUS BOTTOM, #4 VERTICAL (a-), 16 BARRIER 41tt11l 0 0 STYLIANOS 6ESTGNER O.C. AND 8" BOTTOM LEG, STAGGERED CELLAR FLOOR I ..... .........X4 :E9 9 0 :-71 FREE DRAINING All"'AV111140 GRANULAR MATERIAL REESUDENCE F-R-7 1725 KINGS ST 211 RIGID INSULATION 4" DRAIN ;II ''.11 ORIENT, NY 11957 (411 MIN. FROM FOOTING) 1A11 11 2`-011 11-611 CLEAN AND TAMP SOIL DRAWING TITLE CROSS SECTION N -" 55 5f-CTION DATE: MAY 28,2014 F. ti DRAWN BY: L.MACHADO SCALE: 1/2"= I '-01' CHECKED BY: B.SAVINO 0 DWG.NO: 4( 01 623 MIN AD FILE NO: 1of# CAD FILE NO.: F ISSUES: # DATE: TO: 1 5/28/2015 DOB SUBMISSION • 2 8 Z l ? G� 16 Ifi . RIDGE VENT TO MATCH EXISTING IN PROFILE AND COLOR ,.— (2)2X 10 RIDGE BEAM NEW ROOF FINISH TO MATCH REVISIONS 430 FELT OVER 3/4" PLYWOOD �— EXISTING ROOF FINISH # DATE: DESCRIPTION: RIM BOARD i DIA. ALUMINUM 2% GUTTER Off'` ` fes`' TO MATCH EXISTING \\ �%( ATTIC SPACE • WOOD FASCIA " FOIL SIDE TO MATCH EXISTING DOWN NEW LEADER 29k 2x8 16 O.C. �g, 1 ';(,i' 8 BATT INSUL; PROVIDE SOFFIT WITH 3 CONTINUOUS SCREENED VENT FINISH CEILING TO BE TO MATCH EXISTING, TYP. SELECTED BY ARCHITECT 3/4 EXTERIOR GRADE PLYWOOD SHEATHING ON ' 11 BEDROOM#3 , 2X6 WOOD STUDS 16 O.C. r^�. NOTES. AND 5/8" GYP.BD. INTERIOR--- "` R-21 INSULATION rrr rr � N CLOS TO NEW SIDING TO MATCH °o rr rr �'� ��, _ Ge}.( c-T Ic?p EXISTING rrr r rr'� �� ` _ Ill• , • --- ; r= 30# BUILDING FELT---- rr r _REMOVE EXISTING �'` `� = -' ' ' � f ''1 M � F� ��{I [� • t r r � e 5:_1 1_0 rrr STRUCTURE 12 3 •C r r FINISH FLOOR TO BE 8" @I b,,prr SELECTED BY ARCHITECT 4 •... o t,." -.r"- q, '':tee. 12" O.C. STRUCTURAL GRADE ° 7R-3$ BATT INSUL. '�,4�A s:Y .1t 1t i Sr s t st 7i A t ti� .: t}7�l' 1k?l.}i: �Ji,.I l " 3 «+—'' 'c:..'�...:';:r�;. -t-r,l.•ic': p, , ,. a(j( i(( _ t a (3) 2 X 10 FINISH CEILING TO BE ' . SELECTED BY ARCHITECT ! EXISTING z DINING ROOM +1 j- ; or I u. i ..................... _ PP f3 ALIGN WITH 4 FIRST FLOOR _ - + � �!; � , . `.^�•'-}�?�°, , . ., .. „H F; M ..a I APPROVALS . ..... ....... ............... ........_._^___...__._______.---'-----------__. - --------_-- .__......_...^..........._.. .__ ___ --.• , _ . .. ._. .� - _ _ .. ... William F. Savino EXISTING FLOOR JOIST Q. n y :< ' o �.. 5 ~".V` „5 ....._.f....ip--�`� ��i 1... M'�f��9'J^�.•'-......�yfgi��,t.C't y , d S 71 West 23rd Street Suite 1948 a tv New York, NY 10419 I j 4 re Tel:212-727-2248 3 �. • Fax:212-727-8291 Email:SavinoArchitect@aol.com w - - + { EXISTING CELLAR LL� VEORUE STYUANOS p 1 j 4�t - `;- :DESIGNER LLJ EXISTING i FOUNDATION WALL i .-___..... . ._ (8" CONC. BLOCK) SAVINO RESIDENCE EXISTING FOOTING ! 1726 KINGS ST ORIENT, NY 11957 : DRAWING TIME CROSS SECTION CROSS SECTION .. . ............................. A 6 DATE: MAY 28, 2014 .1 - �, �._ �-..j s-- -__ .._.__. RA F, s DRAWN BY: L.MACHADO SCALE: 1/2"= 1 '-0" ;P CHECKED BY: B.SAVINO DWG. NO: 012 23 � !^l ® � v/ a V 7 AD PILE NO: 1 of# . CAD PILE NO.: F ISSUES: # DATE: TO: 1 5/28/2015 DOB SUBMISSION Z 8/2,f yo15 n cl REVISIONS # DATE: DESCRIPTION: RIDGE No >1 SIMPSON STRONG TIE RIDGE STRAP © `� • ' , USE RIDGE STRAP CONNECTION AT I �t0 - ►� Ipo lyt� N► EACH RAFTER t 00 0 i EXISTINGiU NEW BATH mid �I¢ '� BATH#2 xiH #� I� wives, W► � I t t I 211 NOTE'S: �..__---- 2" t ► I t I _, I I t SINK - i W.C. j W.C. i_ i- SHOWER i I BATHTUB N' I I I I IN ! ► I RAFTER t I .-.I I � ; I I � ► SECOND FLOOR t ; I SIMPSON STRONG TIE H2 __ ___ a �., i=1r2'J i i -i/2" N �___ _ I ' TOP USE (2) H2 CONNECTORS 211 2" ; PLATE AT EACH RAFTER 211 211 4„ 4„ ► I I ► ' ' . "SANITARY PIPE I SSI ,4"SANITARY PIP EXISTING 4 t I t t ► I I ) ALL PLUMBING FIXTURES AND PIPES IN I EXISTING ROOMS ARE EXISTING TO REMAIN EXISTING ; i EXISTING (2) H2 CONNECTORS PER RAFTER BATH# I KITCHEN STUD I I j 2 ------ 2„ I ------- ,-_--- _ t �-•---- I I I I I ► I I SINK j SHOWER i i W.C. I t t • FIRST FLOOR. t • ------- N -1� / „ BOTTOM APPROVALS I N 2" 2" 4TT i i PLATE J t EXISTING 4-SANITARY PIpE SIMPSON STRONG TIE ST22 C.O. RIM WilliamF. Savino _ I 1 ~, � •, USE {1) ST22 CONNECTOR AT A R C H I T E C T . t , JOIST EXISTING I � •• EVERY STUD HOUSE DRAIN 4 _ i NEW SOLE 71 West 23rd Street Suite 1908 EXISTING ; SINK PLATE. New York, N.Y 10010 CESSPOOL EXISTING i Y Tel;212-727.2248 $„U ,gyp NEW , �� . ' CONCRETE Fax:212-727-8291 EJEc 2„ FOUNDATION PUMP 1 -1/2" WALL 3 Email:SavinoArchitect@aol.com 1. ., yf. .•S• ,' N43. •♦ •3 .• CELLAR . a jy• _. GEORGE STYLIANOS ALL PLUMBING FIXTURES AND PIPES IN EXISTING ROOMS ARE EXISTING TO REMAIN SIMPSON STRONG TIE BP USE (1) BP CONNECTOR AT EACH . PLUMBING N t p A n n ANCHOR BOLT ANCHOR BOLTS a@ I RE"IDENCE f L, t t�.f-\'V 1 36" Q.C. SEE FOUNDATION PLAN 1725 KINGS ST 5CALE: NT5 ORIENT, NY 11957 ISI �'�C�N C C�N N�CT�C�� a�RAtMNG TME � PLUMBING DIAGRAM SCALE: NTS • AND SIMPSON CONNECTORS DETAIL ' A DATE: MAY 28, 2014 :F' DRAWN BY: L..MACHADO CHECKED BY: B.SAVINO O DWG. NO _.._._._ r q>, 0126 3 �� /-1 ' O O ■ O O .yCO ARC CAD FILE NO: 1 Of#' CAD FILE NO.: