The URL can be used to link to this page

Home My WebLink AboutBP19-114OTHER APPROVALS ARB ' . •BOT •MW WA TO WWWWAN • ►�L' '.NEII�.LI • pl. MEMO FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBINGi GAS SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL • =A ' phi w pr Iq-iaal ql �l �Q Nebra-sk9 PluI 11 Il A l-I fl1?q 1vl }�ac4 ri vl° - cc I e fA r-FriI�riry A. ToTo.I Cow - _ CC, MP 19-o�O A REQUiED PRIOR.T0 FINAL INSPECTION RecejVed ►��'a`' FINISHED BASEMENT NOT AppROVED FOR USE AS A APARTMENT SEPARANELLING NIT OR :oFRY�E'WROOK BUILMENT D IE C � U V �, VI 938 KING Eoo NY 10573JUL 16 2018 (914)91439-5801 ° VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY:Approval Date:JUN 1 7 2019 Permit l``q 114 ; Application# Approval Signature: '`T ARCHITECTURAL REVIE ARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# : Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: ,i Z L �° ' -- EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 1-5 105'-3 2. Parcel ID#: 1 Z1.2-5 — I I • 1 Dy Zone: 3. Proposed Improvement(Describe in detail): (::�1 O 1 L_Y W` MM`Lb 7wtLu.11�� w r�U �1 a 1 s�tub ��rn�; Ik n1i7 �21a"0i� 4. Pro rty Ad Owner. SC �y 13000� PR�l��teS r �l,G Ds: Wkf-74W (I P_01 5 1&YR 0-4&T1ytiSAL_-1,V -STi ,t'+ ,4'k 13OW,04 I ICti�3 Phone# I I q 224 -505LP Cell# Ct 14 Z24 `5DSi� e-mail -T Dk,3vlS�wpe.T�i1'��1�Dh�c�M List All Other Properties Owned in Rye Brook: 113 P�_j 41 Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: SC Rye Brook Partners LLC - Jeff DuBois Address: 5 International Drive Suite 114, Rye Brook, NY 10573 Phone# Cell# 914-224-5056 e-mail (1) 6/1/18 twi WA Certified C-875 Certified C 875 Since Certified Elevator Inspections, Inc. Since 1993 7-11 Legion Drive, Suite 1031 Valhalla, NY 10595 • Phone: 914 428-5419 Fax: 914 428-3501 • johncei(a optonline.net October 19, 2020 SC Rye Brook Partners LLC 5 International Dr Suite 114 Rye Brook NY 10573 Attn: Jeff Dubois Re: 15 Lavender lane Dear Sir: As per your request,on October 14,2020 I witnessed the code required full load Acceptance safety test on one new 7501b 3 stop roped hydraulic passenger elevator located at the above referenced address. Test was performed by the installer Northeast Elevator. The elevator was found to be in compliance with testing procedures and requirements as outlined in Section 5.3 Private Residence Elevators, according to ASME A17.1 Safety Code for Elevators and Escalators as referenced by the International Building Code, Chapter 30. No violations were revealed during the testing of this elevator. This elevator is deemed safe to operate If you have any questions regarding this report,please feel free to contact my office. Yours truly ohn G. Boc s Certified Elevator Inspector NA ESA QEI Cert. #C-875 Since 1993 C.c.Northeast Elevator, Michael J. Izzo, Building Inspector [EC EN OCT 2 6 2020 VILLAGE OF RYE� BROOK F�UIi G!NG DEPARTMENT LEVOTOR m a n u f a c t u r I n g 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: NORTHEAST ELEVATOR SERVICE CORP. ADDRESS: P.O. BOX 171 STAMFORD, CT 06904 PHONE#: 203-353-0099 FAX#: 203-975-9592 CONTACT: JOHN BLASCHKE PROJECT NAME: 15 LAVENDER IN. LOCATION: CONNECTICUT CUSTOMER P.O. &/OR REFERENCE#: 15 LAVENDER LN. PERMIT k_ MP 0�0 �W DRAWN BY: SCOTT GEIGER SBL# ( Z't' -Z l I ' L�i__ PRELIMINARY DATE: 11/12/19 APPROVED BY: JOHN BLASCHKE APPROVED DATE: 01/03/20 BUILDING INSP TO illage of Rye Brook,NY RELEASED BY: SCOTT GEIGER FINAL DATE: 01/17/20 REVISIONS FINAL REV. DATE DESCRIPTION: 1 01/17/20 TRAVEL WAS 20'-0", FINALS. S.G. JOB NAME: 15 LAVENDER LN. DRAWING NUMBER: NEAST-20348 PAGE 1 OF 7 CONTRACT DATA CHARACTERISTICS: CAPACITY: 750 LBS. OPENINGS: 3 IN—LINE SPEED: 40 F.P.M. TOTAL TRAVEL: 19'-8" 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" / 5" WORKING PSI: 557 HOIST CABLES: (2) 3/8" DIA. — 6 x 19 RELIEF PSI: 696 GUIDE RAILS: 8 LBS./FT. OIL LINE: 3/4" 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: E.M.I. CAR CAM: N/A ELECTRICAL: CAR WEIGHTS: MAIN POWER: 220-1-60 HZ — 30 AMP SLING: 210 LBS. MISC.: 90 LBS. LIGHT POWER: 1 10-1 —60 HZ — 15 AMP CAB: 367 LBS. PLUNGER: 90 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 667 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: SIGNAL FIXTURES: 1 -2-3 CAB MODEL: CLASSIC SERIES CAR STATION: FINISH: BRUSHED ST./STL. WALL FINISH: MAPLE VENEER—UNFINISHED ®CALL BUTTONS W/ACK. LIGHTS CEILING TYPE: C-1 ®ALARM SIREN W/PUSH BUTTON CEILING FINISH: MAPLE VENEER—UNFINISHED ®PUSH/PULL EMERGENCY STOP SWITCH CAB LIGHTING: (2) DOWN LIGHTS ®CAR LIGHT ROCKER SWITCH CAB SILL(S): ALUMINUM ®DIGITAL CAR P.I. W/ARROWS HANDRAIL: BRUSHED STAINLESS STEEL — FLAT ®EMERGENCY CAB LIGHTING FINISHED FLOOR: 3/4" (BY OTHERS) ❑KEYED (OPTION) CAR DOOR DESCRIPTION: DOOR TYPE: ACCORDION OPTIONAL: DOOR FINISH: H/W MAPLE—UNFINISHED ®PHONE BOX FINISH: BRUSHED ST./STL. OPERATION: ® MANUAL [:]POWER HALL STATIONS: FINISH: BRUSHED ST./STL. OTHER OPTIONS: ®CALL BUTTON W/ACK. LIGHT • PRE—WIRE CAR ONLY (ADJ. MACHINE ROOM) ®CAR HERE LIGHTEl KEYED (OPTION) • 6'-0" LONG x 3/4" DIA. HOSE ASSY. W/ 90'S & DBL. SWIVELS • PIT STOP SWITCH • DISCONNECT SWITCH PACKAGE • ADJUSTABLE RAIL BRACKETS • CONTROLLER PROVISIONS FOR E.M.I. LOCKS FINAL NORTHEAST ELEVATOR SERVICE CORP. P.O. BOX 749 5191 STUMP RD.18949 PROJECT: 15 LAVENDER LN. CONNECTICUT PLUMSTEADVILLE, PA. �� / PHONE: 215-766-3380 PRELIMINARY DATE: APPROVED BY FINAL DATE: E L E VATOZ FAX: 215-766-3385 11/12/19 01/17/20 m n n u t e t t u r l n DRAWN BY: S.G. REV. #: DRAWING NUMBER: "f" n �n� ROPED HYDRAULIC SCALE: N.T.S. 1 NEAST-20348 RESIDENTIAL ELEVATOR I PLAN NUMBER: Contract Data PAGE 2 OF 7 REVISIONS REV DATE DESCRIPTION FINAL 4'-11" CLEAR FINISHED HOISTWAY 1'-0" 3'-2" PLATFORM 9" 3'-0" INSIDE CAR J (NOMINAL) RAIL z 4 1/4" 4 3/4" 0 z I a J M Z HANDRAIL U Q m OZ o C7 N DO w 0 a o m J = w < WW Q (n � U U N Z JJJ U tQQY N W I Z CAR OPERATING w m U a PANEL U J w cV 0 v \ CAR COLUMN � I 2'-10" CLEAR CAB OPNG. iv 3/4" MAX W W — Z U Q HOISTWAY DOOR / 0- LOCK (TYP.) ACCORDION TYPE CAR GATE W w � J Q U U 0 1'-2" 3'-0" WIDE SWING DOOR 9" Z REF. Z Z ONLY HALL STATION TYP. AT ALL FLOORS Td rt GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT HOISTWAY PLAN DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM C SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. (I L-1-7rJO) 2.ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. P.O. BOX 749 5191 STUMP RD. 3.ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE PLUMSTEADVILLE, PA 18949 COORDINATED WITH ELEVATOR CONTRACTOR. PHONE: 215-766-3380 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, ELEVATOR FAX: 215-766-3385 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE " „�P; ''; ,'"" ROPED HYDRAULIC REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR RESIDENTIAL ELEVATOR WITHIN 1/8- (NO DEVIATIONS). IT IS RECOMMENDED THAT ENTIRE WALL AROUND EACH NORTHEAST ELEVATOR SERVICE CORP. OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SET IN PLACE. PROJECT: 15 LAVENDER LN. CONNECTICUT 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4- AND CLEARANCE PRELIMINARY DATE: APPROVED BY FINAL DATE: BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4' DIA. BALL AT ALL POINTS 1IMINAR 9 01/17/20 E: PER ANSI/ASME A17.1-2016 CODE. 6.ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY: S.G. REV. #: DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE: N.T.S. 1 NEAST-20348 PLAN NUMBER: IL-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 r7 U AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. INTERIOR OF HOISTWAY SHOULD BE g FINISHED PRIOR TO INSTALLATION. HOISTWAY DOORS MUST BE PLUMB FROM FLOOR TO tip FLOOR WITHIN 1/8' (NO DEVIATIONS). HOISTWAY MUST BE CONSTRUCTED IN ACCORDANCE 7 WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS. ~a aOa 2.WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2' X 12's SPACED AS INDICATED W ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE X RECOMMENDED. af > J. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND I O INSTALLED BY THE GENERAL CONTRACTOR. w 4.TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR _ Q I I Q J MUST BE HELD WITHIN 1' OF THAT SHOWN ON LAYOUT DRAWING. W m U U U 5.OVERHEAD CLEARANCE: (TOP FLOOR TO UNDERSIDE OF HOISTWAY CEILING OR OBSTRUCTION) TO BE MAINTAINED PER THESE LAYOUTS. IF 9'-6' CANNOT BE ACHIEVED, �O CONTACT FACTORY FOR ALTERNATE ARRANGEMENT. w p 6.A POURED PR CONFORMING TO THE DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS y0 MUST BE PROVIDED. THE PIT MUST BE DESIGNED FOR THE IMPACT LOAD INDICATED AND 0 t� MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL Of N 7.A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR z PR WHERE WATER SEEPAGE IS ENCOUNTERED. A RECEPTACLE IS REQUIRED IF A 0 SUMP PUMP IS FURNISHED. COORDINATE LOCATION WITH ELEVATOR CONTRACTOR. !n d B.A PIT LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE. C I 3 9.ALL SCREENS, RAILINGS, STEPS, AND LADDERS AS REQUIRED FOR LEGAL HOISTWAY. 10. BARRACADES OUTSIDE ALL HOISTWAY OPENINGS FOR PROTECTION SHALL BE PROVIDED O_ AND INSTALLED BY GENERAL CONTRACTOR. RAIL BRKT. SPACING CHART _ BRKT. ELEV. FROM PEDESTAL CYL. RAIL c� x ap NO. PIT FLOOR BRKT. BRKT. BRKT. = D_ 8 LB/FT GUIDE w z RAILS REQ'D. H = w N 3 a D NO. OF RAIL N 6 29'-4" PCs. LENGTH 5 24'-3" 4 10'-0" m 4 19'-2" 2 9'-8" 2 3 14'-1" w N w O J O 2 7—9" 1 1'-4" T LANDING LOCATION CHART mil N N LANDING FRONT REAR SIDE 0 00 _ I 3 o_ cy) 14 w z 2 J O 1 Li m O z M 111111111' U LWJ V) um PIT REACTIONS o LOAD ON JACK 1,3675 LBS N LOAD ON BUFFERS 4050 uj LBS to CD 3 STOP HOISTWAY ELEVATION z w o P.O. BOX 749 5191 STUMP RD. O PLUMSTE E, 18949 PHONE:: 215 215-766-3380 E L E V44TOR FAX: 215-766-3385 J manut • cturIng ROPED HYDRAULIC OI pw comPnny inr RESIDENTIAL ELEVATOR o J NORTHEAST ELEVATOR SERVICE CORP. o a PROJECT: 15 LAVENDER LN. CONNECTICUT PRELIMINARY DATE: APPROVED BY FINAL DATE: 11/12/19 01/17/20 C3 DRAWN BY: S.G. REV. #: DRAWING NUMBER: SCALE: N.T.S. 1 NEAST-20348 PLAN NUMBER: 3 STOP ELEVATION 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 3 FORCES INDICATED. rr R 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2" X 12" SPACED Zo 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. 3 � FINAL tQ 9 o �11,NGI.S R1 R2 rr 1 a�� NOTE: RAIL BRACKET AND PEDESTAL BASE MOUNTING HARDWARE IS 1 TO BE FURNISHED BY ELEVATOR CONTRACTOR G POP 20) R3 (�. FIXED RAIL BRACKET (STANDARD) W� RAIL FORCES R1 65 LBS R2 220 LBS R3 3,205 LBS III RAIL BRACKET 1 6 O' P� R2> P.O. BOX 749 5191 STUMP RD. (Z S',L!7 PLPHONE: 215 E766-338049 16 L E VO TO FAX: 215-766-3385 manutectucrng ROPED HYDRAULIC G� Ef `"mi'rny me RESIDENTIAL ELEVATOR I� 00�5' NORTHEAST ELEVATOR SERVICE CORP. PROJECT: 15 LAVENDER LN. CONNECTICUT PRELIMINARY DATE: APPROVED BY FINAL DATE: ADJUSTABLE RAIL BRACKET 11/12/19 01/17/20 DRAWN BY: S.G. REV. #: DRAWING NUMBER: (OPTIONAL) SCALE: N.T.S. NEAST-20348 PLAN NUMBER: Rail brkts. PAGE 5 OF 7 TYPICAL MACHINE ROOM LAYOUT O TELEPHONE CONNECTION v N PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER OIL 011ET (24"X24"X9' MOUNTED ABOVE P U n N J Z o 12 1/2' (#1 TANK) =) 0 (D F — — p < II O 0 29 3/4' (�1 TANK) D- a- I I a J w I II o0 U J O_ w C14I : J w Z 1) CAN SHOW E SUPPLIED N WITH RLOOSE FOROLLER DNTED WALL MOUNTING TO PUMP UNIT. � I Q 0 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0- O Z U AND FOR 10 HP MOTORS. r7 < I Of ck�O 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. z 3'-6" CLEAR PER a NATIONAL ELECTRICAL CODE LIGHT SW. & GFI DUPLEX RECEPTACLE I MAIN LINE DISCONNECT & CAB LIGHTING DISCONNECT ABOVE 1'-3" 2'-6" MIN. CLEAR 1'-0" 4'-9" RECOMMENDED MINIMUM FINAL ASME A17.1.RULE 3.19.3.3.1 FLEXIBLE HOSE AND FITTING ASSEMBUES SHALL NOT BE INSTALLED WITHIN THE HOISTWAY GENERAL NOTES AND PROVISIONS NOR PROJECT INTO OR THROUGH ANY WALL. REQUIRED BY OTHERS PIPE MATERIAL AND ASSOCIATED FITTINGS SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL CONTRACTOR. 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%. MACHINE ROOM 2. A 220V, SINGLE PHASE. (30 AMP.O 3HP or 60 AMP.O 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 P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE "D' CAT#H-221N; - - PHONE: 215-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC-3. L/E VpTOit FAX: 215-766-3385 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; ',`; ;��,� r� j �I " 'T ROPED HYDRAULIC ME CAT.#SN-322 ELECTRIC INTERLOCK /SC-5. RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. /DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT NORTHEAST ELEVATOR SERVICE CORP. SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: 15 LAVENDER LN. CONNECTICUT FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE UNE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 11/12/19 01/17/20 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: S.G. REV. #: DRAWING NUMBER: 6. KNOCK-OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL UNES SHALL BE COORDINATED SCALE: N.T.S. NEAST-20348 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms PAGE 6 OF 7 ALTERNATE MACHINE ROOM LAYOUT O TELEPHONE CONNECTION PUMP UNIT (SEE DETAIL FOR SIZES) Ej� WITH CONTROLLER (24"x24'x9' MAIN LINE MOUNTED ABOV P U DISCONNECT & CAB LIGHTING DISCONNECT N ABOVE J 2 Q 0 Z D O J a I W a O o LIGHT SW. & GFI N of w c) DUPLEX RECEPTACLE D_ Q Of U_ of a�ouru7 H J i7 W \ M n J M Z I N O I 12 1/2- (#1 TANK) Z 29 3/4- (11 TANK) 3'-0" MIN. CLEAR 6" 1) OWN WITH CONTROLLER MOUNTED TO PUMP UNIT. CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. 4'-9" RECOMMENDED MINIMUM 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0- AND FOR 10 HP MOTORS. 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. FINAL ASME A17.1.RULE 3.19.3.3.1 FLEXIBLE HOSE AND FITTING ASSEMBLIES SHALL NOT BE INSTALLED WITHIN THE HOISTWAY GENERAL NOTES AND PROVISIONS ANOR NY WALL INTO OR THROUGH REQUIRED BY OTHERS PIPE SRALLMATERIAL AND ASSOCIATED FITTINGS SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL CONTRACTOR. HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN 60 A MACHINE ROOM 60 AND 100 DEGREES FAHRENHEIT. RELATIVE E HUMID NOT TO EXCEED 95%. 2. A 220V, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O 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 )) P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE _ 4MtV/,a4t/ ./ PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE 'D' CAT#H-221N; PHONE: 215-766-3380 ELECTRIC INTERLOCK /EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #Sc-3. FAX: 215-766-3385 CUTLER HAMMER CAT. #DH221NGK; ELECTRIC INTERLOCK #DS200EK1. V A T V R (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE -D- CAT#H222N ELECTRIC INTERLOCK EK-300-1; m e n u t n t t u r I n q ROPED HYDRAULIC ITE CAT.#SN-322 ELECTRIC INTERLOCK #SC-5. —I'enY I°` RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT NORTHEAST ELEVATOR SERVICE CORP. SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: 15 LAVENDER LN. CONNECTICUT FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE LINE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR 11 12 19 O1 17 20 CONTROLLER AS PER ASME A17.1 CODE. 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: S.G. REV. #: DRAWING NUMBER: 6. KNOCK-OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHALL BE COORDINATED SCALE: N.T.S. NEAST-20348 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms PAGE 7 OF 7 Building Permit Check List&Zoning Analysis Address: SBL Z S', 2 S — ! - 1 • (�� Zone`�, Use: Z I-'P Const.Type: Other. Submittal Date: I I 2 L' l Z Revisions Submittal Dates: Applicant: CC-Nature of Work: I-R e, ALtZR 1 N-S 1,AL%_,c1T?o r--> q-C views:ZBA: PB: BOT: Other. OK ( ) FEES:Filing: l-00 BP: At7,0 • C/O: Legalization: 7^ O (-')'APP: Dated: ✓ Notarized: ✓ SBL: Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) ( ) PLANS:Date Stamped: Sealed: Copies: Electronic~ Other. License: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (�( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Ocher. ( ) ( ) PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approvaL notes: ( )ZBA mtg.date: approvaL notes: ( )PB mtg.date: approval notes: REQUIRED EXISTING PROPOSED NOTES APFKUvtu OCT 2 7 ?OZO A Date'_ Circle: Fro tan gg Front: Front: Si Rear: Main Cov Accc.Cov Ft.H/Sb: Sd.H/Sb: Ste: Tot, P Hight/Stories: notes: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NVCRR To: The Building Inspector of the Village of Rye Brook. From: `�I A ns s r-1 KLt- - 2 i 5 k S t Gl►� AW 1.+ t i TGc2�r Subject Property: 15 Lavender Lane SBL: 129.25-1-1.109Zone: PUD Please take notice that the subject; ErOne or Two Family; ❑ Commercial, 13/New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to he constructed or performed at the subject property will utilize; CT'Truss Type Construction(M dpre-Engineered Wood Construction (PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders& Beams (F) ❑ Roof Framing(R) G3'Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§ta65 for One&Two Family Dwellings. 9I Q, S:'�4 Date Design Prof Date Date Notary Public