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Home My WebLink About38765-Z w HALLSTATION � L � BE VEORIFIEDLIN THIEICAL F ELDI AFTER TTHEONS AREAUST HAS !Ls1 BEEN PREPARED AND PRIOR TO THE LIFT BEING TO BE LOCATED RELEASED, EXTRA COSTS INCURRED WITH MODIFYING THE UNIT AT THE FACTORY BY THE n N FIELD \ MANUFACTURER DUE TO CHANGES THE SITE f J CONDITIONS WILL BE THE RESPONSIBILITY LITY OF THE GENERAL CONTRACTOR. TOLERANCES IN FIELD DIMENSIONS ARE +/— 1/8 INCH; NOTIFICATION TO HANDI—LIFT OF ANY VARIATIONS FROM THIS TOLERANCE IS THE RESPONSIBILITY OF THE N GENERAL CONTRACTOR. 2 3/8 " Theinformation contained in this drawing constitutes the Intellectual Property, including, butnot limited to knowledge, trade secrets, and proprietary information which is the exclusive property of Handi—Lift, Inc. All information ® ® 0 ® ® contained in this drawing is to be held in the strictest confidence by the recipient, and is not to be copied, disclosed to, or transmitted to any third parties without theexpress written authorizotion of Handi—Lift, Inc. 02008 -------- --- Handi—Lift, Inc. -"- nil > CODE NOTE `j THIS INSTALLATION SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE / Q >> 61 1 /2 " 0 „ 2010; ICC/ANSI A117.1-2003; 3 3 CJ \ ASME A18.1-2005 PART 3 RAIL EXTENSION REVISION In 0 cL REVISION 2 LLI �o NOT TO-,s,CALE UPPER 72 1 ;2 �N 00 LANDING PLATFORM PROJECTION o ELEV - w 24-. 2 � LOWER � MAR . 'y` f �_EV LANDING + 0 ® WILLIAM MADDEN P. E. 63 MARY STREET LODI, NEW JERSEY 07644 NOTE: F HANDOF FOR EASE OF -I -_E IT IS HANDI-LIFT, INC. RECOMMENDED TO POWER 730 GARDEN STREET CARLSTAOT, NEW JERSEY 07072 U.S.A. PH: (800) 432—LIFT FAX: (201) 933-0050 THEDOORS AND LOCATE THE INTERNET ADDRESS: www.hondi—lift.com LOWER CONTROL OUTSIDE THE DRAwey I BK CHECKM � ue DOORS LOCATION: PECONIC COMMUNITY CENTER III HALL STATION SOUTHOLLDJ,I `y NTREET P LAA TOWER M UNT UNIT TO BE LOCA TED DATE: PROJECT NO. IN FIELD 02-20-2014 141303 TYPE OF LIFT: PAGE NO. — - GSL -XPRESS-II 1 OF 4 f 1 / I • GC NOTE: ALL CRITICAL SITE CONDITIONS MUST BE VERIFIED IN THE FIELD AFTER THE AREA HAS BEEN PREPARED AND PRIOR TO THE LIFT BEING RELEASED, EXTRA COSTS INCURRED WITH MODIFYING THE UNIT AT THE FACTORY BY THE MANUFACTURER DUE TO CHANGES IN THE SITE CONDITIONS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TOLERANCES IN FIELD DIMENSIONS ARE +/— 1/8 INCH; NOTIFICATION TO HANDI—LIFT OF ANY VARIATIONS FROM THIS IS THE STAIRWAY LIGHTING GENERALCCONTRACTORSPONSIBILITY OF THE The information contained in this drawing Stoirway Landing lighting by others. Must be constitutes the Intellectual Property, including, BACK OF RAIL DRILLED — independent of lift electrics w/ minimum 5 FTC but not limited to knowledge, trade secrets, and proprietary information which is the exclusive or 54 LUX ambient within shaft and on I property of Handi—Lift, Inc. All information F 0 R POWER AND L 0 W C 0 D E HEIGHT REQUIREMENTS platform at each landing. Emergency lighting contained in this drawing is to be held in the ( by others as required by local codes. strictest confidence by the recipient, and is not VOLTAGE WIRING FROM (DASHED) to be copied, disclosed to, or transmitted to any THIS INSTALLATION DASHED third parties without the express written authorization of Handi—Lift, Inc. 02008 2 HALL STATIONS Hondi—Lift, Inc. — - -- — — - -- — — — — — - - - - - - - - - - - - - - 80" HEADROOM REQ'D CODE NOTE ABOVE LIFT DECK AT THE BUILDING CODESOFLN WnPLY YORK SITATE ® I 2010; ICC/ANSI A117.1-2003; BOARDING AREAS, AND ASME A18.1-2005 PART 3 Z I » REVISION 1 o L 63 ABOVE TRAVEL ROUTE z Q --� C_______�, REVISION 2 z NOT TO S IALIE"/ wo � - - - - - - - - - - - - - — — — — 00D0 28 M /� s Q ° to u 0 � N CD Z d- Z 10110 _z o +1 i � � => Q J C1,1o 8° ®° z D WILLIAM MADDEN P. E. o 3: Ir- 63 MARY STREET o If 55 112 co o o LODI, NEW JERSEY 07644 = m Q HAP4DiLiFT \ +I z HANDI—LIFT, INC. 2 4" MIN N. CARLSTA730 GARDEN STREET (v DT, NEW JERSEY 07072 U.S.A. �O PH: (800) 432—LIFT FAX: (201) 933-0050 INTERNET ADDRESS: www.hondi—lift.corn STAIR INFORMATION: HORIZONTAL: 33 3/8" owmN eY I BK ICHECKMOY I DB VERTICAL: 18 1/8" SLOPE: 37 13/16" LOCATION: FIRST RISER: 6 1/8" n > PECONIC COMMUNITY CENTER UNIT SIDE: RIGHT — 111 PECONIC STREET # OF RISERS: 4 STAIR ANGLE: 28.5° ELEVATION SOUTHOLD, NY DATE: PROJECT NO. 02-20-2014 141303 TYPE OF LIFT: PAGE NO. GSL—XPRESS—II 2 OF 4 GC NOTE: ALL CRITICAL SITE CONDITIONS MUST LOAD/REACTION DIAGRAM XPRESS- I I BE VERIFIED IN THE FIELD AFTER THE AREA HAS BEEN PREPARED AND PRIOR TO THE LIFT BEING RELEASED, EXTRA COSTS INCURRED WITH MODIFYING THE UNIT AT THE FACTORY BY THE MANUFACTURER DUE TO CHANGES IN THE SITE WIRING/ELECTRICAL INFORMATION CONDITIONS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TOLERANCES IN FIELD DIMENSIONS ARE +/— 1/8 INCH; NOTIFICATION TO HANDI—LIFT OF ANY VARIATIONS FROM THIS TOLERANCE IS THE RESPONSIBILITY OF THE TYPICAL FASTENER PULL—OUT: Attendant Hall ® GENERAL CONTRACTOR. Hanger Direct mount rail to bearing wall = 425 Ib max Station Wiring 9 Anchor pull—out loads 1,1000 (normal operation) 2 CONDUCTORS u min. 20 AWG O The information contained in this drawing constitutes the Intellectual Property, including, Twisted t+++i butnot limited to knowledge, trade secrets, and (See Low ' proprietary information which is the exclusive Voltage) + property of Hondi—Lift, Inc. All information contained in this drawing is to be held in the platform strictest confidence by the recipient, and is not 1250 678 (26.7") p to be copied, disclosed to, or transmitted to any F1: 121 kg (center of gravity of Hall Station third parties without the express written 362 (14.2") conveyance) Control Wiring Audio/Visual authorization of Hondi—Lift, Inc. 02008 1179N (265 Ibf) pa 5 CONDUCTORS Control Wiring Handi—Litt, Inc. max. loading capacity) tx ° min. 20 AWG 2 CONDUCTORS F F2: 225k 9 ( 9 P y) Twistedmin. 20 AWG CODE NOTE 2207N (495 Ibf) POTTER & BRUMFIELD (See Low Twisted THIS INSTALLATION SHALL COMPLY WITH CIRCUIT BREAKER Voltage) (See Low THE BUILDING CODE OF NEW YORK STATE all: 362mm (14.3") MODEL: P&B 96-500A g d2: 678mm (26.7') Voltage) 2010; ; ICC A18 ANSI A117.1-2003; 1-2005 PART 3 Moment at center of tower Electrical REVISION 1 M= Force(F) x distance(d) Hall Station Terminal Strip M= Ftxdl+F2xd2 Control Wiring REVISION 2 Maximum moment 5 CONDUCTORS M= 1923.1 kNmm min. 20 AWG 17022.1 in.lbf Twisted NOT TO,. =SCALE. (See Low Voltage) Tower F1 F2 31.8 C.G.of Capacity Platform Conveyance Load 178 7'0 ) LOADING DIAGRAM Mains Power to N.T.S. Auxiliary Power t System and/or Drive Ctir a ALL CONTROL WIRING 2 Conductors Plus P` 0 24V DC MAX. 0.5 AMPS Ground Wiring Size as Per Local Electrical Mains Power Code Specifications, WILLIAM MADDEN P. E. TOWER MOUNT ATTACHMENT Junction Bax Looms and Distance 63 MARY STREET DEDICATED CSR 11T SUPPLIED I D BY OTHERS (By Others) from Source (See Q 208-240 vac / 1 PHASE — 50/60 Hz. High Voltage) LODI, NEW JERSEY 07644 Conduit and devices to suit local codes and Aluminum a recommended 20 amp, dedicated circuit. ��UFT Upper Roil HANDI—LIFT, INC. 730 GARDEN STREET CARLSTADT, NEW JERSEY 07072 U.S.A. JA2 PH: (800) 432—LIFT FAX: (201) 933-0050 INTERNET ADDRESS: www.hondi—lift.com 1/2" x 2 1/2" x 1/8" DRAB) 8Y BK0ECM BY I DB HSS Steel Tower Aluminum LOCATION: Lower Roil PECONIC COMMUNITY CENTER 6„ 111 PECONIC STREET F_I� ~) SOUTHOLD, NY ® DATE: PROJECT NO. A A SECTION A—A 02-20-2014 14BO3 3/8" Steel TYPE OF LIFT: PAGE NO. Plate GSL—XPRESS—ll 3 OF 4 GC NOTE: ALL CRITICAL SITE CONDITIONS MUST BE VERIFIED IN THE FIELD AFTER THE AREA HAS BEEN PREPARED AND PRIOR TO THE LIFT BEING RELEASED, EXTRA COSTS INCURRED WITH MODIFYING THE UNIT AT THE FACTORY BY THE MANUFACTURER DUE TO CHANGES IN THE SITE CONDITIONS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TOLERANCES IN FIELD DIMENSIONS ARE +/— 1/8 INCH; NOTIFICATION TO HANDI—LIFT OF ANY VARIATIONS FROM THIS TOLERANCE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. The information contained in this drawing constitutes the Intellectual Property, including, G A R A UE N TA STAIR I F T- XPRESS- I I SPECIFICATION but not limited to knowledge, trade secrets, and proprietary information which is the exclusive property of Handi—Lift, Inc. All information contained in this drawing is to be held in the Code Reference: See Title Block strictest confidence by the recipient, and is not to be copied, disclosed to, or transmitted to any third parties without the express written NOTES: authorization of Hand!—Lift, Inc. 02008 (1) GENERAL: Hondi—Lift, Inc. Emergency Devices: Emergency stop switch on a control panel, under platform sensing, ramp sensing and - ALL WORK MUST BE COORDINATED WITH HANDI-LIFT PRIOR TO BEGINNING CODE NOTE grab roil. OF ANY CONSTRUCTION. THIS INSTALLATION SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE Safeties: Overspeed governor on upper carriage drive, containing mechanical overspeed WORK BY HANDI-LIFT INC. SHALL INCLUDE BUT NOT BE LIMITED TO 2010; ICC/ANSI A117.1-2003; sensor and lock, with electrical drive cut-out protection, (2) THE FOLLOWING: ASME A18.1-2005 PART 3REVISION 1 — SUPPLY CALL STATION BACK BOXES FOR THE UPPER AND LOWER Drive: Power Transmission: Worm gear reduction to a pinion moving on a fixedgeor rack. CALL STATION INSTALLED BY OTHERS. REVISION 2 - INSTALL SUPPORT RAILS Motor: 0.75 HP - ATTACH PLATFORM TO SUPPORT RAIL. NOT TO SCALE_ - WIRE THE 24 VOLT LIFT CONTROLS. Power Supply: 208-240 VAC / 1 PHASE - 50/60 Hz, on a dedicated 20 amp circuit. - PERFORM ANY REQUIRED TESTS THAT ARE SPECIFIED BY THE STATE AND/OR LOCAL BUILDING DEPARTMENTS. Travel Speed: 4 m/min [13 ft/min] traveling up; 5 m/min [16 ft/min] traveling down. - INSTRUCT THE OWNER AND/OR HIS/HER REPRESENTATIVE IN THE OPERATION OF THE EQUIPMENT. Location: Indoor Lift Attachment Tower Mount Unit - Freestanding (3) WORK BY OTHERS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING -- Platform: 800mm x 1250mm [31 1/2" x 49 1/4"] (Keyless) - REMOVE EXISTING HANDRAILS AND ANY INTERFERING OBSTRUCTIONS The 16 ga. galvanized platform deck is finished with on electrostatically applied TO LIFT TRAVEL. Non-Slip Black Sandex powder coat. The platform is equipped with a grab rail, hour - OBTAIN ANY REQUIRED CONSTRUCTION AND ELECTRICAL PERMITS FOR counter and retractable passenger restraining arms. THE POWER, DISCONNECT AND LIFT. 01 04 04� (4) ELECTRICAL MAP, rf,t Capacity: Maximum 225 kg [495 Ib] operating load. - POWER SOURCE 208-240 VAC SINGLE PHASE - 60 HZ. 20 AMP. DEDICATED CIRCUIT SUPPLIED BY OTHERS AT A LOCATION TO BE ADVISED. WILLIAM MADDEN P. E. Color: Upper and lower rails and loading romps ore mode of aluminum with a champagne - ELECTRICIAN TO INSTALL WIRE CHASES/RACEWAYS, JUNCTION BOXES 63 MARY STREET anodized finish. The steel components of the lift are finished with an electrostatically FOR THE CONTROL WIRING AND ANY ELECTRICAL EQUIPMENT AND SERVICES LODI NEW JERSEY 07644 applied and baked powder Satin Grey finish. ASSOCIATED WITH THE LIFT ELECTRICAL CONTROLS, INCLUDING DISCONNECT PROVIDED IN END OF RAIL AND WIRING TO LIFTS POWER TERMINALS. Ramps: Lower Ramp - Standard 185mm7.25" - ELECTRICIAN TO INCLUDE THE LIFT IN HIS FILING FOR THE ELECTRICAL PERMIT. H�p,�LIFT Upper Ramp - Standard 185mm [7.25") ] Sidelood - Required 185mm [7.25"] HANDI—LIFT, INC. 730 GARDEN STREET Call Stations: Lower Landing — Surface Mount c/w flush adapter (Keyed / Keyless — configurable) CARLSTADT, NEW JERSEY 07072 U.S.A. Upper Landing — Surface Mount c/w flush adapter (Keyed / Keyless — configurable) PH: (800) 432—LIFT FAX: (201) 933-0050 INTERNET ADDRESS: www.handi—lift.com Custom Work: None, DRAWN BY I BK ICHECKEDBY I D8 Optional Items: Handrail, Fold Down Seat Kit, Auto Fold Kit, In-Hanger Alarm with Battery Back-up, LOCATION: Audio Visual Alert (x 1), Towers (Mild Steel). PECONIC COMMUNITY CENTER 111 PECONIC STREET SOUTHOLD, NY DATE. PROJECT NO. 02-20-2014 141303 TYPE OF LIFT: PAGE NO. GSL-XPRESS-II 4 OF 4 N. 51 05' 00" E. 235.93' � G CV m O om diM "> h h O P-4 9 to s `� x � 6 CD a a o v z M o � 00 Q ~' IN. 51 05' 00" E. 252.31' in Z o 0 W 0 C O N I ' a u ASPHALT y w 04� PARKING LOT C0 Z z� Z 0 Q _ - � W � J FRONT LAWN GRASS h GRASS I FIELD v x Z _ M z y w O / EXISTING SCHOOL FACILITY 0 - 0 N Lu FRONT LAWN PROPOSED LOCATION OF Z w al GRASS NEW HANDICAP LIFT AS MANUFACTURED BY"Handl Lift" I— Q I c 0Ld Ld LLJ 0 z o M w m ASPHALT Z PARKING LOT o D W M 0 z N U) z ° LLI IS. 51 03' 00" W. "8.07' i S I T E P L A N 0 50' 100' 200' 300' 500' Graphic Scale: