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HomeMy WebLinkAbout39817-ZNo: 37669 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building OTHER Location of Property: SCTM #: 473889 Subdivision: 13451 Oregon Rd, Cutchogue S ec/Block/Lot: 81-2-11.13 Filed Map No. Date: 7/21/2015 7/21/2015 Lot No. conforms' substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2015 pursuant to which Building Permit No. 39817 dated 6/1/2015 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: ELEVATOR IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to House Regina 13451 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39817 07-08-2015 Autr SiAatureJ 11 �ur�®arcaTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE CA 0 0 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 #: 39817 Date: 6/1/2015 Permission is hereby granted to: House Regina 13451 LLC c/o Louis C Corso PO BOX 1287 ue. NY 11935 To: Installation of an elevator in an existing single family dwelling as applied for. At premises located at: 13451 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 83.-2-11.13 Pursuant to application dated To expire on Fees: 11/30/2016. 5/15/2015 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $200.00 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 Certificate -of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. is— (IS— ( S New Construction: Old or Pre-existing Building: (check one) Location of Property: 1-514,51 D PqA� House No. Street _ l Hamlet Owner or Owners of Property: e Re o) Suffolk County Tax Map No 1000, Section �'3 Block Lot � 0 Subdivision Filed Map. Lot: Permit No. f Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ 0 Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD-town.soLitho Id. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Louis Corso Address: 13451 Oregon Road City: Cutchogue St: New York Zip: 11935 Building Permit #: 39817 Section: 82 Block: 2 Lot: 11.13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches El Twist Lock 1-1 Exit Fixtures El TVSS El Other Equipment: Supply Power To Elevator, 1-30A Circuit with Disconnect, 1-20A Circiut with Disconnect. Notes: Inspector Signature: - Date: July 8, 2015 Electrical 81 Compliance Form.xls oil f4f SOUjyol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION. 1 ST _ [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL f ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL1 N [ ] CAULKING ;�5 1 - REMARKS® f ®9 9 DATE d� 08 �`� INSPECTOR"'"` '1i oF sooryol � o cou TOWN OF SOUTHOLD BUILDING `DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ]ROUGH PLUMBING [ ] F NDATION 2ND [ ]INSULATION [ RAMING/STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIFA RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGE) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ 1CAULKING REMARKS: DATE' / INSPECTOR s 17 eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION. I ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION n=MA0WlMm ROUG UMBING I LATION J'o ' F L INAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE I - NSPECTOR—,XL—? 1: t •: o ...r r t t. '_moi . M MA MA IN5-riL. ATION PRA N. Y. STATE • sr t • 6 i 6 a�•� � i . ��t. 1 �_ � , / WINE w, a i f' • r r+ - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST )BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 .FAX: (631) 765-9502• SoutholdTown.NorthFork.net PERMIT NO. Examined , 20 TI -S r/ Board of Health 4 sets of Building Plans Planning Board approval Survey s Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Canfart- 70 Allo AAO'L•L. A A`L/l 10 ,!�; • I , 20 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. Sig ature of pplicant or n me, f a rporation) � � U (M il' g address o plycant) I I '� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or buil�r Name of owner of (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.�X�/ Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be House Nulnber Street let County Tax Map No. 1000 Section Block --`i Lot ft. ,1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ises and intended use and occupancy of pr posed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair emoval Demolition Other Work f ( escription) 4. Estimated Cost Q Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixe(occu ancy%e�cifna at e se. `1 Il 1 U w� 7. Dimensions of existins structures, if any: Front (— Rear Depth Height`0,2 &� �/.' f Number of Stories Dimensions of same structure with alterations or additio s: Front — Rear Depth ° / v� Height ` �` -A Number of Wries 8. Dimensions of entire new construction: Front '`v Rear Depth Height ;/.74- Number of Stories 9. Size of lot: Front AAS • Rear �� —Depth 8 10. Date of Purchases Name of Former Owner 11. Zone or use district in which premises are situated a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO /Will excess fill be removed from premises? YES NO / 14. Names of Ove Name of Arc] Name of Con 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE, REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. No. No Flo. NO 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO (/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Nae of individual signing con ' racabove named,/ (S)He is the Corporate Officer, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20' Notary Public SARA H. TANCY Sign ture of Applic nt Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk Countyeq Commission Expires 01/13/20 � �s;lr c ,�v ST�O��E�I��J WATE K Scott A. Russell o� �, �� suPERVIs®R I�uJ[A\N AG]ENHEN T SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 Town of ,Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ------- DOES THIS PROJECT INVOLVE ANY of THE ]FOLLOWING: (CHECK ALL THAT APPLY) Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. Site preparation within the one -hundred -year f loodplain as depicted on )FIRM Map of any watercourse. 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) NAME_ rP„n„ �j j Contact Information: C/ �NwnG :• ProDerty Address / Location of Construction Work FORM " SMCP -TOS MAY 2014 (' I S.C.T.M. #: 1000 Date- ^, District )� I Section Block Lot FOR BUII-DI`t..'T DEPARTMENT USE ONLY Reviewed By: 214 Date: J ( -j — 1!r — E Approved for processing Building Permit. Stormwater Management Control Plan Not Required. El Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 4 Telephone (631) 765-1802 aoi��oroerrwnso6.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 611,g �' Company Name: Name: License No.: Address: j �- Phone No.: b 3 7 L? JOBSITE INFORMATION: (*Indicates required information) *Name: S ® rS 0 *Address: *Cross Street: *Phone No.: Permit No.: A —� Tax -Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly)f� (Please Circle All That Apply) Is job ready for inspection: ES NO -Baugh In Final *Do -you need a Temp Certificate: YES i NO Temp Information (if needed) Service Size: 1 Phase 3Phase 100 *New Service: Re -connect -Underground Additional Information: F 150 -200- 300 350 Number of Meters -Change of . NYMENT DU WITH APPLI �I41s 400 Other r E a 1 .82=Request for Inspection Form q o ' BLDG. DEPT �YYyyy I_ FOlYN OF SOUTHOLD TOWN OF SOUTHOLD PROPERTY RECORD CARD coA - OWNER STREET VILLAGE T DIST. SUB. LOT —teietek m, rl rA ca� NA <,5 It ACR. A- REMARKS TYPE OF BLD. o PROP. CLASS LAND IMP TOTAL DATE 7,1 Awn 'n b -t CA:5, -1. 1 -2;�o 35,2,o ol -3 47 gat Lo.(4 15- 9ho, �6 (-,A P,-,- 15 10900 0 00 �4,�4 -go (2 o "3 oc) 3c5 Foo Z/- 7 < -3113 b -,I ol AP -710q -L.1-:)45-1 12 5 %,3�o- J I 0-t-rr;p A F 4t(3,� to 2 p J�- Cl, V� .000001, I )FRONTAGE ON WATER L TILLABLE FRONTAGE ON ROAD WOODLAND DFPTH MEADOWLAND KHEAD HOUSE/LOT Ii TOTAL COLOR TRIM 12/fl Y SM Bldg �18 3- dx�a� 73 '/r r1 �j Pyr n°`§4," -, �• 7 J� 3 �� Foundation Basement Z2 C8Bath CRAWL SLAB Floors Dinette Kit. ten_ gn Ext. Walls Interior Finish L. R. Extension ix !� = Z j Z� 10j ® 7173Fire PlaceHeat D R. rAtens,ion Woodstove BR. Patio3,15 /a,X54� = ' 2 Porch Dormer Fin B. -- Deck � ox (.� = 15 0 m25 Attic Rooms 1st Floor M*5 + G N13 eXVI) Breezeway Driveway Rooms 2nd Floor L V.) Garage 5Po7- (q© �zJc H. Z .. '°Fr'f� 5 oT' Too 0 vL r P �. � , c � 'TOWN OF SOUTHOLD PROPERTY RECORD CARD Wl,, RES. �cD STREET' -� �/ VILLAGE DIST. SUB. LOT i<..t A o cy ksleqeds)M f k o wto FORMER OWNER Ar N E ACR. j S (tl',� W TYPE OF BUILDING \ 0 o RES. �cD SEAS. i VL. - FARM COMM. LAND IMP. `. TOTAL DATE REMARKS n 0 o ' 1 6 - ~ �E��� �. � � _ ^ ms s, nhfl lJ i J+ D Q ��f!}. 2- 00 �p-7:i f✓ {J' / O f 1 I y /off {�^v1�a f� p 1 r� I (S� p 6....1 r�L I 1 r -.�J P ! ^u�3.tl O n\ O -V 7 1 1 .-.!J U) f\ 2- Q Q sL '7 ol7 J ® 3 6 '9® i - _ i e d - YSS'7 ��Z n . &-<> 1 ✓ 1'rJ e -\r 4-21 �(A� 3 '13 °� x s Oma/ w ki c -fie /7 carr, i 66.� 436 rrr lr 414 n(cq t-'6 \ I ��f��'- � r 1 �3C�.� �-��� t�_ r�� � ��aYx�) �' �.t��t�`r�n 1:=• �;�a��f(�-l��re. tl 9' 6S �..� FRONTAGE ON WATER v TILLABLE FRONTAGE ON ROAD WOODLAND . ..... DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL �f 54, ill l /". pt t n= now S, A WIN Who.ri 1 OTIIZ'14(1�' LEVOTOR manufacturing company, Inc. P.O. BOX 749, 5191 STUMP ROAD, PLUMSTEADVILLE, PA 18949 PHONE# 215-766-3380, FAX# 215-766-3385, WEBSITE: CUSTOMELEVATORINC.COM ROPED HYDRAULIC RESIDENTIAL ELEVATOR LAYOUT DRAWING SUBMITTAL CUSTOMER: ALL—WAYS ELEVATOR, INC. ADDRESS: 305-7 KNICKERBOCKER AVE. PRELIMINARY DATE: BOHEMIA, NY 11716 PHONE#: 631-563-1240 FAX#: 631-563-1246 CONTACT: RICHARD DALVANO PROJECT NAME: CORSO RESIDENCE LOCATION: 13451 OREGON RD. CUTCHOGUE, NY CUSTOMER P.O. &/OR REFERENCE#: 2475-3/15 DRAWN BY: BRYAN MACK PRELIMINARY DATE: 3/24/15 APPROVED BY: BRYAN MACK APPROVED DATE: '4/16/15 RELEASED BY: BRYAN MACK FINAL DATE:- ,.4/16/15 REVISIONS REV. DATE DESCRIPTIONc' 1 4/16/15 PLAN WAS SL -1-750. JOB NAME: CORSO RESIDENCE DRAWING -NUMBER: ALWY-14605 PAGE 1 OF i CONTRACT DATA CHARACTERISTICS: CAPACITY: 750 LBS. OPENINGS: 2 -FRONT 1 -SIDE SPEED: 40 F.P.M. TOTAL TRAVEL_: 14'-0" LANDINGS: 3 OPERATION: S.A.P.B. EQUIPMENT: MOTOR HORSEPOWER: 3 RPM: 1725 PLUNGER: 2 3/4" .188 WALL PIECE(S): 1 F.L.A.: 14 L.R.A.: 56 CYLINDER: 4 1/2" .237 WALL PIECE(S): 1 G.P.M.: 6.2 UP DOWN OVERTRAVEL: 3" / 3" WORKING PSI: 606 HOIST CABLES: (2) 3/8" DIA. - 6 x 19 RELIEF PSI: 758 GUIDE RAILS: 8 LBS. FT. OIL LINE: 3T4" NOM. SCH. 80 1.05 O.D., .154 WALL CAR SAFETY: TYPE "A" OIL REQUIRED: 35 GALS. TYPE: AW68 BUFFERS: RUBBER PIPE RUPTURE VALVE: 3/4" HOISTWAY DOOR LOCKS: G.A.L. TYPE N CAR CAM: STATIONARY ELECTRICAL: CAR WEIGHTS: MAIN POWER: 220-1-60 HZ - 30 AMP SLING: 210 LBS. MISC.: 90 LBS. LIGHT POWER: 110-1-60 HZ - 15 AMP CAB: 531 LBS. PLUNGER: 55 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 831 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: CAB MODEL: SIGNATURE WALL FINISH: OAK W LIGHT OAK STAIN CEILING TYPE: C-8 CEILING FINISH: OAK W LIGHT OAK STAIN CAB LIGHTING: 4 MINI DOWN LIGHTS CAB SILL(S): ALUMINUM HANDRAIL: BRUSHED STAINLESS STEEL - FLAT FINISHED FLOOR: 3/4" STANDARD CAR DOOR DESCRIPTION: DOOR TYPE: ACCORDION 540 -SERIES DOOR FINISH: OAK H W W UGHT OAK STAIN & SAND CONN. OPERATION: ❑ MANUAL N POWER OTHER OPTIONS: • PRE -WIRE CAR ONLY (ADJ. M R • 3 HOISTWAY DOOR SUBFRAMES • 3/4" DIA X 6'-0" HOSE ASSY W DBL SWIVEL • DISCONNECT SWITCH PACKAGE • ADJUSTABLE RAIL BRACKETS m®nuIFaCt.urIn9 company, Inc. P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE, PA. 18949 PHONE: 215-766-3380 FAX: 215-766-3385 ROPED HYDRAULIC RESIDENTIAL ELEVATOR SIGNAL FIXTURES: G-1-2 CAR STATION: FINISH: BRUSHED ST. STL. N CALL BUTTONS W ACK. LIGHTS N ALARM SIREN W PUSH BUTTON N PUSH PULL EMERGENCY STOP SWITCH N CAR LIGHT ROCKER SWITCH N DIGITAL CAR P.I. W ARROWS N EMERGENCY CAB LIGHTING ❑ KEYED OPTION OPTIONAL: N PHONE BOX FINISH: BRUSHED ST./STL. HALL STATIONS: FINISH: BRUSHED ST. STL. N CALL BUTTON W ACK. LIGHT . N CAR HERE LIGHT ❑ KEYED (OPTION) ALL—WAYS ELEVATOR, INC. 113451 OREGON RD. PROJECT: CORSO RESIDENCE CUTCHOGUE, NY 3/24/15 REV. #:I DRAWING NUMBER: ALWY-14605 PAGE 2 OF 7 4'-4" CLEAR FINISHED HOISTWAY GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. 2. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 3. ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE COORDINATED WITH ELEVATOR CONTRACTOR. 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE REQUIRED. PROVIDE A SILL SUPPORT AT EACH LANDING THAT PROJECTS INTO THE HOISTWAY AS SHOWN. BOTTOM OF SUPPORT SHALL BE BEVELED. SILL SUPPORT TO BE FULL WIDTH OF THE HOISTWAY. 5. CLEARANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3 AND 5" BETWEEN HOISTWAY DOOR AND CAR GATE PER ANSI/ASME A17.1. 6. ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. HOISTWAY PLAN (RR -1-750) PAGE 3 OF 7 9" RAIL 4 3/4" 3'-1" PLATFORM 2'-11" INSIDE CAR (NOM) REAR OPENING 0 1 & 2 3'-0" WIDE SWING DOOR 4 1/4" i�Ld 3" MAXIMUM 6" 1" (TYP. 8" REF. ONLY NOMINAL Z O � O w N w Z o 8 a z Z J a Y U � mI J Z N (3 a CAR OPERATING p m J m a c PANEL .z.. O d 0. UN Y H \_ x7 7a m HANDRAIL N I N Z CV al � _ ip CAR COLUMN :t i N ;k2�'-1--0 CLEAR CAB OPNG. 3-.0 " MAXIMUM _ \ w w ACCORDION TYPE \' HOISTWAY DOOR L o N O CAR GATE (TYP.) LOCK (fYP.) � H g \ V 0 8" 3'-0" WIDE SWING DOOR 8" J z FRONT OPENING ® G Y z ON _ 5 3 HALL STATION TYP. ` N AT ALL FLOORS GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. 2. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 3. ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE COORDINATED WITH ELEVATOR CONTRACTOR. 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE REQUIRED. PROVIDE A SILL SUPPORT AT EACH LANDING THAT PROJECTS INTO THE HOISTWAY AS SHOWN. BOTTOM OF SUPPORT SHALL BE BEVELED. SILL SUPPORT TO BE FULL WIDTH OF THE HOISTWAY. 5. CLEARANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3 AND 5" BETWEEN HOISTWAY DOOR AND CAR GATE PER ANSI/ASME A17.1. 6. ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. HOISTWAY PLAN (RR -1-750) PAGE 3 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. A FINISHED HOISTWAY GUARANTEED PLUMB WITHIN 1/2' FROM TOP TO BOTTOM, AND CONFORMING TO THE DIMENSIONS INDICATED ON LAYOUT DRAWING PROVIDED. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. INTERIOR OF HOISTWAY AND DOORS SHOULD BE FINISHED PRIOR TO INSTALLATION. HOISTWAY MUST BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS. 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2' X 12's SPACED AS INDICATED ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE RECOMMENDED. 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 4. TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR MUST BE HELD WITHIN 1' OF THAT SHOWN ON LAYOUT DRAWING. 5. OVERHEAD CLEARANCE. (TOP FLOOR TO UNDERSIDE OF HOISTWAY CEILING OR OBSTRUCTION) TO BE MAINTAINED PER THESE LAYOUTS. IF 9'-8' CANNOT BE ACHIEVED. CONTACT FACTORY FOR ALTERNATE ARRANGEMENT. S. A POURED PR CONFORMING TO THE DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS MUST BE PROVIDED. THE PIT MUST BE DESIGNED FOR THE IMPACT LOAD INDICATED AND MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL 7. A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR PR WHERE WATER SEEPAGE IS ENCOUNTERED. A RECEPTACLE IS REQUIRED IF A SUMP PUMP IS FURNISHED. COORDINATE LOCATION WITH ELEVATOR CONTRACTOR. 8. A PR LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE 9. ALL SCREENS, RAILINGS, STEPS, AND LADDERS AS REQUIRED FOR LEGAL HOISIWAY. 10. BARRACADES OUTSIDE ALL HOISTWAY OPENINGS FOR PROTECTION SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. RAIL BRKT. SPACING CHART EM 1110111111IM1111 8 LB/FT GUIDE RAILS REQ'D. NO. OF RAIL PCS. LENGTH LANDING LOCATION CHART im ©�PER om 011111111!► �IIIIIIII! 0►� 11111111! 11111111! PIT REACTIONS LOAD ON JACK 1 3675 LBS LOAD ON BUFFERS 4050 LBS 3 STOP HOISTWAY ELEVATION y P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE. PA. 18949 PHONE: 215-766-3380 FAX: 215-766-3385 m a n U B ac t D e I n 9 ROPED HYDRAULIC company, Ine. RESIDENTIAL ELEVATOR ALL—WAYS ELEVATOR, INC. 13451 OREGON RD. PROJECT: CORSO RESIDENCE CUTCHOGUE, NY 3/24/15 DRAWN BY: B.M. SCALE: N.T.S. PLAN NUMBER: 3 STOP ELEVATION REV. #; I DRAWING NUMBER: I ALWY-14605 PAGE 4 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2" X 12" SPACED AS INDICATED ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE RECOMMENDED. 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. RAIL BRACKET AND PEDESTAL BASE MOUNTING HARDWARE IS TO BE FURNISHED BY ELEVATOR CONTRACTOR RS�PxRZ`) Z I' ADJUSTABLE RAIL BRACKET (OPTIONAL) RAIL FORCES R1 65 LBS R2 220 LBS R3 3,205 LBS RAIL BRACKET 4 P PLUMSTEADVILLE,P1 STUMP RD. _� .•,^'� PA. 18949 PHONE: 215-766-3380 FAX: 215-766-3385 m a n u If a c t u r I n 9 ROPED HYDRAULIC Company, Int. RESIDENTIAL ELEVATOR ALL—WAYS ELEVATOR, INC. 13451 OREGON RD. PROJECT: CORSO RESIDENCE CUTCHOGUE, NY PRELIMINARY DATE: APPROVED BY FINAL DATE: 3/24/15 DRAWN BY: B.M. REV. #: DRAWING NUMBER: ALWY-14605 SCALE: N.T.S. PLAN NUMBER: Rail brkts. PAGE 5 OF 7 MACHINE ROOM LAYOUT (V I N GENERAL NOTES AND PROVISIONS .REQUIRED BY OTHERS 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95%. 2. A 22OV, SINGLE PHASE, (30 AMP.® 3HP or 60 AMP.® 5HP) SERVICE WITH NEUTRAL TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE °D' CAT#H-221N; ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC -3. CUTLER HAMMER CAT. #DH221NGK; ELECTRIC INTERLOCK #DS200EK1. (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE 'D" CAT#H222N ELECTRIC INTERLOCK EK -300-1; FTE CAT.#SN-322 ELECTRIC INTERLOCK #SC -5. CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK QDS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. 4. A TELEPHONE UNE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. 6. KNOCK—OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHAT BE COORDINATED WITH ELEVATOR CONTRACTOR. TELEPHONE CONNECTION MAIN LINE DISCONNECT & CAB LIGHTING DISCONNECT ABOVE W (#1 TANK) /2' ((I2 TANK)] NOTES 1) SHOWN WITH CONTROLLER MOUNTED TO PUMP UNIT. 'TANKSS USED WHEN TRAVELS EXCEED 40G UPPLIED LOOSE FOR WALL MOUNTIN. 2) —0' AND FOR 10 HP MOTORS. 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. ASME A17.1.RULE 3.19.3.3.1 FLEXIBLE HOSE AND FITTING ASSEMBLIES SWILL NOT BE INSTALLED WITHIN THE HOISTWAY ANY PROJECT INTO OR THROUGH PIPE MATERIAL AND ASSOCIATED FIMNGS SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND SHALL BE FURNISHED BY THE ELEVATOR CONTRACTOR. MACHINE ROOM P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE PA. 18949 PHONE: 215-766-33800 L E V TO FAX: 215-766-3385 manuIacturIng ROPED HYDRAULIC company, Inc. RESIDENTIAL ELEVATOR ALL—WAYS ELEVATOR, INC. 13451 OREGON RD. PROJECT: CORSO RESIDENCE CUTCHOGUE, NY PRELIMINARY DATE: APPROVED BY FINAL DATE: 3/24/15 DRAWN BY: B.M. REV. #: DRAWING NUMBER: SCALE: N.T.S. ALWY-14605 PLAN NUMBER: Machine rooms PAGE 7 OF 7 LONG ISLAND SOUND THE LINE ALONG APPROX. H.W.M. AS SHOWN FROM SURVEYING & MAPPINGN 13W 59 55„ E D COMPLETEIN 1998• 159.5' 371.86 N 84' 43' 4$' E 83.00` �I 278.84`01 _20- -.-_-'-'39"E 69 6 N' SFQ 54.5 I'D �7 ,o F 55 tiT 9SF9 F SITE SURVEY SURVEY OF PROPERTY SITUATE AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. MAP— 1000 — 83 — 02 — 11.11 1000 — 83 — 02 — 11.10 SITE DATA TOTAL AREA = 8.0954 ACRES LOT BEFORE AFTER 1 3.3828 AC. + 1.1355 AC. = 4.5183 AC. 1 4.7126 AC. — 1.1355 AC. = 3.5771 AC. CERTIFIED TO: LOUIS CORSO LUBA CORSO INFORMATION TAKEN FROM SURVEY PREPARED BY YOUNG & YOUNG LAND SURVEYOR DATED JULY 12. 2005 MAY 7, 2003 JULY 8, 2004 OCT. 25. 2004 NOV. 3. 2004 JULY 12, 2005 SCALE 1 " = 100' OFFICE SET 5.1 5.-15 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO RLVISIONS, Cl WNGCS. AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY RFPRODUCTION IN PART Off? W, TOLE IS STRICTLY PROHIE'!T CD BY LA\N. ' Z Q 0 oilM @r b Z > m_EN �OSSSSSSS�-O I (AISSUED] m f I ISSUED: --- - ---- - ._-- RENOVATION_ & ADDITION- ,- ; �� % ii /'iii iii 'ice; ;,% v' ' T E LOGIES i. i:, �,;�,,. /;/'.;.;aim.,roir-vovr„ivr,;.ur,r.,.or,,,.aii:",..r..,.;ia,�,or,.,.uio,•uv,,,,,oiv,,,mi,,,,....n.,,..,i.,:,uin.:...in,,,,,or ;,,nv,,,..,.v,,,,iiie:nn PLANNING CONSTRUCTION SERVICES P.O. Box 93 Mattituck, New York 11952 631.298.1129 Fax. 631.298.1128 ,3.21.06 ISSUED TO CLIENT- 1 FSH RE1llEw. - - I - - --- -- -- O T� -------- - -- - -- - - - -- ---- --- - - - - - - --- - - 1 -ORS C E 5.15.15 I ISSUED TO CLIENT FOR REVIEW. LZICHO -- EW-YOR GENERAL NOTES 1 . ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES. 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES. 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS NIL CONTRACTOR SHALL RELATED TO THE WORK OF THIS CONTRACT. GE INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED. NOTE: I EF. "A" EXISTING NUTONE CENTRAL VACUUM EQUIPMENT TO REMAIN. I RE -ATTACH ANY PIPING REMOVED DURING ELEVATOR INSTALL. REF. "B" EXISTING SPRINKLER CENTRAL CONTROL TO BE RELOCATED }I INSIDE NEW ELEVATOR CLOSET. REF. "C' REMOVE EXISTING HOSE BIB AND RELOCATE TO ALTERNATE LOCATION IN THE GARAGE. (T.B.D.) REF. "D' REMOVE EXISTING ELECTRICAL RECEPTACLE AND REPLACE ''' ADJACENT RECEPTACLE WITH NEW GFI RECEPTACLE. REF. "E" REMOVE GARAGE SLAB INSIDE ELEVATOR PIT AREA PER ELEV. ---� MFG. SPECS. AND DETAILS. PROVIDE NEW SLAB PER SPEC., INCL. LREF. "7" TAPERED SKIRT AT DOOR (SIZE AS REQUIRED) ,.,. r. PROV. ADDITIONAL 1'-6" X 1'-6" X 1' D. FOOTING ON LEFT SIDE OF ELEVATOR EQUIP SHAFT WALL & 2'-0" X 2'-0" X 1' D. FOOTING ON RIGHT SIDE OF P `tV. SHAFT WALL. PROV. 4" DIA. STRUCT. STL. COL. FULL HT. TO :: \, ?\ UNDERSIDE OF MICROLLAM ABOVE (BOLTED) FLUSH IN NEW ELEVATOR SHAFT WALLS. REF. "F" FIRST FLOOR ELEVATOR ACCESS (1/2 STY. UP FROM GARAGE (PROPOSED) FLOOR). THIS SIDE TO BE RECESSED BACK 7" TO ACCOMODATE ELEVATOR DOOR SWING. EXTEND AND REPAIR NEW RECESSED f SECTION OF WALL & FLOOR TO MATCH EXIST./ADJACENT. PROV. 3 - 1 3/4" X 11 7/8" MICRO HDR. FLUSH ABOVE UNDER EXIST. WALL. REF. "G' RELOCATE EXISTING SECURITY CONTROL BOX TO THIS NEW LOCATION, APPROX. & TO THE WEST ALONG THIS WALL. REF. "H' CUT EXIST. DOUBLE MICROLLAM ABOVE TO CONNECT TO NEW JT 4" DIA. STL COL. BELOW. PROV. ALL NECESSARY TEMPORARY H SUPPORT AS REQ'D. PROV. ALL DAMAGE ABOVE AND NEW 5/8" F.C. GYPSUM BOARD TO ALL GAR. CEILING/WALL DAMAGED REF. 11411 DURING CONSTRUCTION. REF. "J" EXIST. DOUBLE 16" MICROLAM ABOVE TO REMAIN. REMOVE ELEVATOR' SECTION FOR NEW VERTICAL ELEVATOR SHAFTWAY. REF. "K" PROV. THERMOSTAT CONTROLLED EXHAUST FAN IN UTILITY ROOM TO NEAREST OUTSIDE WALL. SIZE AS REQUIRED. ELEVATOR SPECIFICATIONS [REF. "1" THESE REFERENCE ITEMS REFER TO THE SPECIFICATIONS NOTES I BY CUSTOM ELEVATOR DATED 4/16/15. REF. "1" IS COVER SHEET. REF. "2" PAGE "2 OF 7" REFERS TO GENERAL NOTES & }I REGARDING NEW CORSO ELEVATOR. REF. "3" PAGE "3 OF 7" REFERS TO GENERAL NOTES & PROVISIONS REGARDING NEW HOISTWAY PLAN FOR NEW CORSO ELEVATOR. REF. "4" PAGE "4 OF 7" REFERS TO GENERAL NOTES, PROVISIONS & SHAFT ''' DESIGN REGARDING NEW CORSO ELEVATOR. [REF. "5" PAGE "5" OF 7" REFERS TO ADJUSTIBLE RAIL BRACKET DESIGN ---� REGARDING NEW CORSO ELEVATOR. LREF. "7" PAGE 7" OF 7" REFERS TO MACHINE ROOM SPECIFICATIONS/DET. ,.,. r. REGARDING NEW CORSO ELEVATOR. 7. THE SUB -CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA ) FOR ONE -FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. ■�1 CONSTRUCTION LEGEND A NEW INTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 5/8" F.C. GYP. BD. BOTH SIDES TO UNDERSIDE OF GARAGE CEILING. 3- COATS BEN-MOORE FINISH TO MATCH ADJACENT, TRIM TO MATCH ADJACENT IN GARAGE. REFER TO ENCLOSED ELEVATOR SPECIFICATIONS DWG. 1- 7 FOR ALL r,�-- FOUR WALL DETAILS. (CONTINUE TO SECOND FLOOR CEILING). COATS BEN-MOORE FINISH TO MATCH ADJACENT. TRIM TO MATCH ADJACENT SECOND FLOOR SPACE. C NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/ 5/8" F.C. GYP. BD. BOTH SIDES TO UNDERSIDE OF GARAGE CEILING. 3- COATS BEN-MOORE FINISH TO MATCH ADJACENT. TRIM TO MATCH ADJACENT IN GARAGE. EX EXIST. WINDOWS TO REMAIN. NEW PARTITION TIGHT TO EDGE. EX EXIST. DOOR TO REMAIN. 1 : NEW DOOR - REF. TO ELEVATOR SPEC'S FOR SOLID CORE DOOR 11, -HARDWARE, F.P.S.C. 1 1/2 HR, RATED MIN, 2 NEW DOOR - 3'-0" X 7'-0" F.P.S.C. 1 1/2 HR. RATED MIN. EX 1 1 36" DOOR SUPPL. BY ELEVATOR CO. i I II EX n n � REF. DRAWING DIST A-7 FIRST FLOOR CONSTRUCTION PLAN A-2 SECOND FL. CONSTRUCTION PLAN EXISTI NC GARAG E /I i IIIIIII iiiiiliji5� 11 'A I '10II millam 21'-8" X 23'-0" (EXISTING) i lir I �1"AALMINkILI. N.T.S. EXISTING RESIDENCE PROPOSED ELEVATOR C'ODES OF C'd't YJ; ;I< 5T;"%T : & TMIN' CODS ,, n Pry T,,^NT AT / p dry't ^ nnRR � .1i`Y CUiLD7�t-. iJ�:;�•r'.Ci •� II REOUIIiEEL� AN4I�: It f) 4LJ!T i§. IG02 E fia' TO ; F,, FOR THE. OUNDATION - TVtiO R'C:`.J:RED `i;`• '�7j 0R POURED CC" CRE E r 3OUGN PR,""", ,^if`'.C� E P.-Iu -NAL CliN7-,Ti 1 CONSTRU' c; _l. i'. :E" THE 'W!REiv,EidTS �;�;_..ITi_I7-CODES i t i`_1' -O CU ` J!v STnTt. PLOT RESP0II150-Li`FO'+ -- 4,GN OR CONSTRUCMN ERRORS. USE ISWLAWFUL WITHOUT CE TIS CATE Mr�_-C E RIICM OF U CUMNCY U I I I I z I I /I i IIIIIII iiiiiliji5� 11 'A I '10II millam 21'-8" X 23'-0" (EXISTING) i lir I �1"AALMINkILI. N.T.S. EXISTING RESIDENCE PROPOSED ELEVATOR C'ODES OF C'd't YJ; ;I< 5T;"%T : & TMIN' CODS ,, n Pry T,,^NT AT / p dry't ^ nnRR � .1i`Y CUiLD7�t-. iJ�:;�•r'.Ci •� II REOUIIiEEL� AN4I�: It f) 4LJ!T i§. IG02 E fia' TO ; F,, FOR THE. OUNDATION - TVtiO R'C:`.J:RED `i;`• '�7j 0R POURED CC" CRE E r 3OUGN PR,""", ,^if`'.C� E P.-Iu -NAL CliN7-,Ti 1 CONSTRU' c; _l. i'. :E" THE 'W!REiv,EidTS �;�;_..ITi_I7-CODES i t i`_1' -O CU ` J!v STnTt. PLOT RESP0II150-Li`FO'+ -- 4,GN OR CONSTRUCMN ERRORS. USE ISWLAWFUL WITHOUT CE TIS CATE Mr�_-C E RIICM OF U CUMNCY U ,. W z -------------- R E F. "D' }I , __—___ a a , z --� REF. IIEII REF. "C' B ''' r — `{ ---� REF. "H' REF. 1111 ,.,. r. ELEVATOR EQUIP ,..:i \\ p, P `tV. .,. NN IR :: \, ?\ C , ; \ ...,, .:: W 0 (PROPOSED) W f zl JT H REF. 11411 L— ELEVATOR' �I 0 D V, O (PROPOSED) L� �% _—aJ I I i i o� 111 ELEVATOR EQUIPMENT W REFSREF. 1a - „ - ___—.--- - _-_-- cin : „ V. I F I ----------- ------- T___ 2 36REF. V I III I1 2 0 SOL. it! U w a J�J W fl. W A CORE A REF. 11311 O rij Q � Q F.P.S.0 I w 2 -ij —5'-6" V.I.F. — 5'-2" �> C°> Lu (p .d CL Lu Lu M Q cf) --' � 1 36" .P.S.C. DOOR cop U)0 W 0W D) LL LOLL —r - _SUPPL. BY ELEV. CO. LO In T' Cf) T CD 7 CD T r L,J r- -4- --4- _4- -L6 - L6 SCALE: Toll DWG. NAME_ PART`_GARAOE/_ CF]RST-FLOOR -__ ELEVATOR -PLAN DWG. NO.: /I i IIIIIII iiiiiliji5� 11 'A I '10II millam 21'-8" X 23'-0" (EXISTING) i lir I �1"AALMINkILI. N.T.S. EXISTING RESIDENCE PROPOSED ELEVATOR C'ODES OF C'd't YJ; ;I< 5T;"%T : & TMIN' CODS ,, n Pry T,,^NT AT / p dry't ^ nnRR � .1i`Y CUiLD7�t-. iJ�:;�•r'.Ci •� II REOUIIiEEL� AN4I�: It f) 4LJ!T i§. IG02 E fia' TO ; F,, FOR THE. OUNDATION - TVtiO R'C:`.J:RED `i;`• '�7j 0R POURED CC" CRE E r 3OUGN PR,""", ,^if`'.C� E P.-Iu -NAL CliN7-,Ti 1 CONSTRU' c; _l. i'. :E" THE 'W!REiv,EidTS �;�;_..ITi_I7-CODES i t i`_1' -O CU ` J!v STnTt. PLOT RESP0II150-Li`FO'+ -- 4,GN OR CONSTRUCMN ERRORS. USE ISWLAWFUL WITHOUT CE TIS CATE Mr�_-C E RIICM OF U CUMNCY U W z �o u N z --� to o �W �w rrTT��: 0 00 ,.,. r. I `' > =: ,..:i \\ p, P `tV. .,. NN IR :: \, ?\ C , ; \ ...,, .:: W 0 W zl JT H W0 O OLL O �I 0 D V, O D I I i i o� W cin 0 it! U w a J�J W fl. W W r � O rij Q � Q z - 0 w 2 -ij �> C°> Lu (p .d CL Lu Lu M Q cf) � cop U)0 W 0W D) LL LOLL —r - w LO In T' Cf) T CD 7 CD T r L,J r- -4- --4- _4- -L6 - L6 SCALE: Toll DWG. NAME_ PART`_GARAOE/_ CF]RST-FLOOR -__ ELEVATOR -PLAN DWG. NO.: i CONSTRUCTION LEGEND 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, 7, THE SUB -CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES A NEW INTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 5/8" F.C. STATE & LOCAL BUILDING CODES AND ORDINANCES. CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED GYP. BD. BOTH SIDES TO UNDERSIDE OF GARAGE CEILING. 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. 3- COATS BEN-MOORE FINISH TO MATCH ADJACENT. TRIM TO MATCH FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL ADJACENT IN GARAGE. INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY REFER TO ENCLOSED ELEVATOR SPECIFICATIONS DWG. 1- 7 FOR ALL OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. FOUR WALL DETAILS. (CONTINUE TO SECOND FLOOR CEILING). 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL 3- COATS BEN-MOORE FINISH TO MATCH ADJACENT. TRIM TO MATCH CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. ADJACENT SECOND FLOOR SPACE. VARIATIONS FROM THE DIMENSIONS SHOWN. JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. EX EXIST. WINDOWS TO REMAIN. NEW PARTITION TIGHT TO EDGE. ON THE DRAWINGS UNLESS OTHERWISE NOTED. 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING.EXIST. DOOR TO REMAIN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL 0� AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMSNEW DOOR - REF. TO ELEVATOR SPEC'S FOR SOLID CORE DOOR BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE (a) TO ALL APPLICABLE CODES. ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. & HARDWARE. F.P.S.C. 1 1/2 HR. RATED MIN. 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION NEW DOOR - 31-211 X 71-011 F.P.S.C. 1 1/2 HR. RATED MIN. RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY THIS CONTRACT UNLESS OTHERWISE NOTED. WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) FOR ONE -FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. NOTE: IREF. "A"I EXISTING FLOOR TO BE CUT FOR NEW ELEVATOR. REFINISH WOOD FLOOR IN ALL DAMAGED AREAS. REFRAME OPG. W/ MICROLAM HEADERS. II II REF. B EXIST. DOUBLE 16" MICROLAM IN FLOOR TO REMAIN. REMOVE SECTION FOR NEW VERTICAL ELEVATOR SHAFTWAY. RELOC. EXIST. 2" PVC PIPE IN FLOOR TO ADJACENT LOCATION. ELEVATOR SPECIFICATIONS IREF. "7-V THESE REFERENCE ITEMS REFER TO THE SPECIFICATIONS NOTES BY CUSTOM ELEVATOR DATED 4/16/15. REF. "1" IS COVER SHEET. ZI PAGE `2 OF 7" REFERS TO GENERAL NOTES & REGARDING NEW CORSO ELEVATOR. IREF. "3" PAGE "3 OF 7" REFERS TO GENERAL NOTES & PROVISIONS REGARDING NEW HOISTWAY PLAN FOR NEW CORSO ELEVATOR. 49 PAGE "4 OF 7" REFERS TO GENERAL NOTES, PROVISIONS & SHAFT DESIGN REGARDING NEW CORSO ELEVATOR. IREF. PAGE "5" OF 7" REFERS TO ADJUSTIBLE RAIL BRACKET DESIGN REGARDING NEW CORSO ELEVATOR. IREF. PAGE "T' OF 7" REFERS TO MACHINE ROOM SPECIFICATIONS/DET. REGARDING NEW CORSO ELEVATOR. -4 EX. F- c: OL. A ORE 36" DOOR SUPPL. 4'-1 1 V.I. F. BY ELEVATOR DN. 36" DOOR SUPPL. BY ELE'XATOR CO. EX. j 11311 D ELEVATOR L 0 EVA R T SUPP OR CO.C L 0 REF. 43� EX. EX. B LRE-D—RO-0--m EX 11-- A II ELEVATOR -1-2v--o X 4 -0 [REF. 4 (PROPOSED) G _J JEX I STI I ELEVATOR 11 11 tEQUIPMEN REF. REF. BT 5 REF. 5'- 10" REF. 117111 �RE 2" 51-2611+/- EX. EX. -j &-8" V.I. F. EX. _7 7 - - - - - - -- 7- J L _ 7 T _j L __T L -OFFICE -1 -[T=7 -I- EV lN G XIST I L_j L-------- T _E i- T_ -T L L r T_ L T F -L J :__L=_7_ _T_ 71 __T L: —]:T _T_ _T L -T 7 _T L T, -7� L A E_ -'- _1 T_ T #= T:� J -- -T,= _T 1 F= - A __T t J _T_ L _L_ I�_ L i- ---- -- -7 7�' L t _1 _7 _77 T T__L j - I -j- I 7_1� A ,.-s-2 _T_ _T T__ 7 _1 cn U �D b ,u o 00 cn N =0 R1, K 3\\ 'Nk m 4111 E, k1l `010, R� x 'N \•g � Sli xm\2 QUM .4%, p X � \a g !N !! 1�1 m mr\l " M 2 SIS2 NN N41 All LL Z uj .0 7► O 1 rf LUL 2 0 L c 'o O T 0 I`i D L, __j L.. J 7 7 F fr jfi � 0 LL LLJ z >- co 0 W I >- z < >z 0 c) > 0 jj _j J2 _,!� —D w <L > m7 LL U uj Lj Lli w Lu cc I w D Ir 7-) :) a: co 0 U) 0 co 0 W LL L/) 1 0- Lj_ r) 0 Lr) w L0 L0 L6 SCALE: 12 _T ll:--- L,- __jj 0 DWG. NAME: E ­PRO POSED-----] S E C 0 N a-FE00 R ELEVATOR:PLA- N DWG. NO.: