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RC-0510-2020(2) ASME A17.1-2007/CSA B44-07 and governors;guide rails and fastenings;car and coun- 5.3.2.4.7 The following devices shall prevent the terweight buffer; operating devices and suspension operation of the elevator by the normal operating device, means shall meet the requirements of 5.3.1.1 through but the anticreep leveling device shall remain operable: 5.3.1.16,and 5.3.1.18 through 5.3.1.20,except as modified (a) hoistway door locking device when required by in 5.3.2. 5.3.1.7.4 5.3.2.2 Driving Machines,Sheaves,and Supports for (b) car door or gate electric contacts when required Direct-Plunger and Roped-Hydraulic Driving Machines by 5.3.1.8.2(c) (c) emergency stop switch when required by 5.3.1.18.7 (07) 5.3.2.2.1 Direct-plunger, roped-hydraulic,and chain-hydraulic private residence elevator driving SECTION 5.4 machines,sheaves,valves,supply piping,fittings,and PRIVATE RESIDENCE INCLINED ELEVATORS tanks shall conform to 3.18, 3.19, and 3.24, except as modified by 5.3.1.16.2 and 5.3.2. Requirement 5.4 applies to inclined elevators installed 5.3.2.2.2 A pressure switch shall be provided to in or at a private residence.Requirement 5.4 also applies remove power from the pump motor and the control to similar elevators installed in buildings as a means valve unless there is positive pressure at the control of access to private residences within such buildings, provided the inclined elevators are so installed that they valve. are not accessible to the general public or to other occu- (07) 5.3.2.3 Terminal Stopping Devices. Direct-plunger, pants in the building. roped-hydraulic,and chain-hydraulic private residence NOTE: See also Part 8 for additional requirements that apply to elevator terminal stopping devices shall conform to 3.25, private residence inclined elevators. except as modified in 3.25.2. 5.4.1 Runway Protection • 5.3.2.4 Anticreep Leveling Devices. Each elevator shall be provided with an anticreep leveling device con- If the car sides extend less than 1 825 mm (72 in.) forming to 5.3.2.4.1 through 5.3.2.4.7. above the floor of the car,there shall be no obstruction along the runway,within the arc formed by a 600 mm 5.3.2.4.1 The anticreep leveling device shall (24 in.) radius whose center is the outer corner of the maintain the car within 25 mm (1 in.) of the landing top rail of the car enclosure. irrespective of the position of the hoistway door. When solid guards are installed on the obstruction in 5.3.2.4.2 For electrohydraulic elevators, the both directions of travel,which project at least 350 mm anticreep leveling device shall be required to operate (14 in.) in line with the direction of travel,the running clearance shall be permitted to be reduced to 175 mm the car only in the up direction. (7 in.).The exposed edge of the guard shall be rounded 5.3.2.4.3 For maintained pressure hydraulic ele- to eliminate shear hazards. vators,the anticreep leveling device shall be required to operate the car in both directions. 5.4.2 Landing Enclosures and Gates (Where Required) 5.3.2.4.4 The operation of the anticreep leveling device shall be permitted to depend on the availability 5.4.2.1 Landing Enclosures. Where a landing plat- of the electric power supply, provided that the power form is provided or if a portion of an existing structure is supply line disconnecting means is kept in the closed used as a landing platform, it shall be protected by position at all times,except during maintenance,repairs, an enclosure not less than 915 mm(36 in.)high. and inspection. 5.4.2.2 Landing Gates. The opening in the enclosure 5.3.2.4.5 The anticreep leveling device shall be shall be guarded by a gate to a height equal to that of permitted to be rendered inoperative during recycling the enclosure.The gates shall be permitted to be of the horizontally sliding or of the swinging type and shall operation. be equipped with a combination mechanical lock and 5.3.2.4.6 The following devices shall prevent electric contact conforming to 2.12.4,5.3.1.7.4,5.3.1.7.5, operation of the elevator by the normal operating device 5.3.1.7.6, and 5.3.1.7.7 where doors and gates exceed and also the movement of the car in response to the 915 mm(36 in.) in height. anticreep leveling device: 5.4.2.3 Construction of Landing Enclosures and (a) low pressure switch when required by 5.3.2.2.2 Gates. The landing enclosure and gates shall either be (b) slack-rope switch when required by 3.18.1.2.7 of solid construction or of openwork rejecting a 25 mm (c) platform switch when required by 5.3.1.1.1 (1 in.) ball. A force of 670 N (150 lbf) applied at any (d) hatch cover switch when required by 5.3.1.1.3(c) area 100 mm x 100 mm (4 in. x 4 in.) on the walls of (e) speed governor switch when required by 5.3.1.11.6 the enclosure shall not reduce the running clearance 16A ( Copyright©2007 by the American Society of Mechanical Engineers. CF.) No reproduction may be made of this material without written consent of ASME. �� ASME A17.1-2007/CSA B44-07 5.2.2.14 Emergency Operations and Signaling (one-floor rise) conforming to one of the following: Devices. Requirement 5.2.1.27 does not apply. Emer- (a) the floor opening at the upper landing is protected gency operations and signaling devices shall conform by a partial enclosure and gate at least 910 mm(36 in.) to 3.27,except firefighters'emergency operations(2.27.3 high with openings that will reject a ball 25 mm(1 in.) through 2.27.8)does not apply.When firefighters'emer- in diameter and the gate is provided with a combination gency operation is provided, it shall conform to 3.27.1 mechanical lock and electric contact through 3.27.4. (b) the floor opening is provided with a vertically 5.2.2.15 Layout Data. Requirement 5.2.1.29 does not lifting hatch cover which is automatically raised and lowered vertically by the ascending and descending car, apply. The information provided on layout data shall conform to 3.28. provided this cover meets the following requirements: (1) It is fitted with guides to ensure its proper seating. SECTION 5.3 (2) It is designed and installed to sustain a total PRIVATE RESIDENCE ELEVATORS load of 3.6 kPa(75 lb/ft2)or 135 kg (300 lb)at any one Requirement 5.3 applies to elevators installed in or point. at a private residence. Requirement 5.3 also applies to (3) It is equipped with an electric contact that will similar elevators installed in buildings as a means of prevent the upward travel of the car when a force of access to private residences within such buildings pro- 90 N (20 lbf) is placed at any point on the top of the vided the elevators are so installed that they are not hatch cover. accessible to the general public or to other occupants in 5.3.1.2 Pits the building. 5.3.1.2.1 Guarding of Pits. A pit provided in other NOTE: See also Part 8 for additional requirements that apply to than a fully enclosed hoistway shall be guarded by a private residence elevators. solid enclosure at least 2 130 mm (84 in.) high. The 5.3.1 Private Residence Electric Elevators entrance shall be provided with a door conforming to (07) 5.3.1.1 Construction of Hoistway and Hoistway Enclo- 5.3.1.7. When the enclosure does not extend from floor sures. The hoistway shall be solidly enclosed through to ceiling,only solid car doors or gates rejecting a 13 mm out its height without grillwork or openings other than (0.5 in.) diameter ball shall be used. for landing or access doors, except that any exterior 5.3.1.2.2 Pit Maintenance. Where a pit is pro- windows within the hoistway shall be protected by vided, it shall be kept clean and free from dirt and metal grillwork.Grillwork shall reject a ball 76 mm(3 in.) rubbish and the accumulation of water. It shall not be in diameter and shall be securely fastened from the used for storage purposes. inside of the hoistway. Enclosures shall be of sufficient 5.3.1.3 Top Car Clearance. The top car clearance strength to support in true alignment the hoistway doors and gates and their locking equipment. :-Atw t.t__. shall be not less than 152 mm(6 in.)plus 25 mm(1 in.) anatirshaldabef�a�Fo�irPgx3irr11ts for each 0.017 m/s (3.3 ft/min) of the rated speed in orl*m excess of 0.15 m/s (30 ft/min). Where the machine or ikkaglaits controls are located on the top of the car, a refuge (07) 5.3.1.1.1 The enclosure shall be permitted to be space on top of the car enclosure shall be provided in omitted on the lowest landing served,provided the ele- conformance with 2.4.12. vator (a) does not open directly into a garage 5.3.1.4 Horizontal Car Clearances (b) has continuous-pressure operation 5.3.1.4.1 Between Car and Hoistway Enclosures or (c) car platform is equipped with a device that,if the Counterweight. There shall be a clearance of not less platform is obstructed in its downward travel by a force than 20 mm(0.75 in.)between the car and the hoistway of 18 N (4 lbf) or more applied anywhere at its lower enclosure,and between the car and its counterweight. surface,will open an electric contact in the control circuit 5.3.1.4.2 Between Car and Landing Sill. The clear and thus stop the downward travel of the car within ance between the car platform and the landing sill shall 75 mm(3 in.).The stroke of the device shall be not less be not less than 13 mm (0.5 in.)nor more than 38 mm than the stopping distance of the platform.This device shall be of a type that will not reset unless it has been (1.5 in.). returned to its normal position. The elevator shall be 5.3.1.5 Pipes in Hoistways. Pipes conveying steam, permitted to operate in the up direction. gas, or liquids, which if discharged into the hoistway (07) 5.3.1.1.2 . The enclosure shall be permitted to be would endanger life, shall not be installed in the omitted on the upper landing on continuous-pressure hoistway. operation elevators serving only adjacent landings 5.3.1.6 Guarding of Suspension Means 15R CCopyright©2007 by the American Society of Mechanical Engineers. Q91 No reproduction may be made of this material without written consent of ASME. J ASME A17.1-2007/CSA B44-07 Part 2 Electric Elevators SCOPE (a) Enclosures and doors shall be unperforated to a Part 2 applies to electric elevators installed at an angle height of 2 000 mm(79 in.)above each floor or landing greater than 70 deg from the horizontal. It applies to and above the treads of adjacent stairways. The enclo other equipment only as referenced in the applicable sure shall be unperforated,adjacent to,and for 150 mm. Part. (6 in.) on either side of any moving equipment that is within 100 mm(4 in.) of the enclosure. NOTE: See also Part 8 for additional requirements that apply to electric elevators. (b) Partitions between hoistways and (1) machinery spaces outside the hoistway SECTION 2.1 (2) machine rooms CONSTRUCTION OF HOISTWAYS AND HOISTWAY (3) control spaces outside the hoistway ENCLOSURES (4) control rooms 2.1.1 Hoistway Enclosures shall be of solid or openwork construction that meets Hoistway enclosures shall conform to 2.1.1.1,2.1.1.2, the requirements of 2.1.1.2.2(d)(1),(2),and(3).Partitions or 2.1.1.3. of solid construction shall be permitted to have openings 2.1.1.1 Fire-Resistive Construction essential for ropes, drums,sheaves, and other elevator equipment. Openwork construction shall reject a ball 2.1.1.1.1 Where fire-resistive construction is 25 mm(1 in.)in diameter,except where there are open- required, hoistways shall be enclosed in conformance ings for ropes, drums, sheaves, and other elevator with the requirements of the building code (see 1.3). equipment. (07) 2.1.1.1.2 Partitions between hoistways and (c) Openwork enclosures,where used above the (a) machinery spaces outside the hoistway 2 000 mm(79 in.)level,shall reject a ball 25 mm(1 in.) (b) machine rooms in diameter. (c) control spaces outside the hoistway (d) Openwork enclosures shall be (d) control rooms (1) at least 2.2 mm(0.087 in.)thick wire,if of steel that have a fire-resistance rating,shall be of noncombus- wire grille tible solid or openwork construction that meets the (2) at least 2.2 mm (0.087 in.) thick, if of requirements of 2.1.1.2.2(d)(1),(2),and.(3).Partitions of expanded metal solid construction shall be permitted to have openings (3) so supported and braced as to deflect not over essential for ropes, drums,sheaves, and other elevator 15 mm (0.6 in.) when subjected to a force of 450 N equipment. (100 lbf) applied horizontally at any point Openwork construction shall reject a ball 25 mm(1 in.) (e) Enclosures shall be permitted to be glass,provided in diameter, except where there are openings essential it is laminated glass conforming to ANSI Z97.1,16 CFR for ropes,drums,sheaves,and other elevator equipment. Part 1201,or CAN/CGSB-12.1,whichever is applicable 2.1.1.1.3 Hoistway enclosure openings shall be (see Part 9).Markings as specified in the applicable stan- p_•__ __ s �c ._ access doors • afire- dard shall be on each separate piece of glass and shall • n :ct[•5 D this. Erc_e c '•+^q • ■■ tts o=..the remain visible after installation. a`12`°`�tcl 2.1.1.2.3 Entrances shall be in conformance with 2.1.1.2 Non-Fire-Resistive Construction 2.11,except 2.11.14,2.11.15,2.11.16, and 2.11.18. 2.1.1.2.1 Where fire-resistive construction is not 2.1.1.3 Partially Enclosed Hoistways. For elevators required by the building code, hoistway construction that are not fully enclosed,protection at least 2 400 mm shall conform to 2.1.1.2.2 or 2.1.1.3. (94.5 in.)high shall be provided on the hoistway sides (o55) 2.1.1.2.2 The hoistway shall be fully enclosed that are located 1 500 mm(59 in.) or less from elevator conforming to 2.1.1.2.2(a),(b),(c),and(d);or 2.1.1.2.2(a), equipment to areas accessible to other than elevator per- (b),and (e). sonnel. Such protection shall comply with 2.1.1.2. 17 Copyright©2007 by the American Society of Mechanical Engineers. CPC.,, No reproduction may be made of this material without written consent of ASME. ��J f INCLINATOR COMPANY Of. AMERICA FILE COPY 0R0ER R EFERENCE "� - - ^ � . ,•,, \ LT:,(Zr=7------ F5 \ PROJECT: MR. WADLER ` • 7?- \ la ri 25 MASTERS COMMONS NORTH '' OUEENSBURY, NY. 12804 col '', T II 1 a2 N, d EQUIPMENT ALBANY ELEVATOR; NC I . INSTALLED BY: TOWN,OF QU ENSIUIV --- -.�"I_G TOWN OF Qi1EENSCkiRY BUILDING DEPARTMENT BUILDING CODES��� 4 Based on our limited examination,compliance �' �e S with our comments shall not be construed as RRV6 d : N indicating the plans end specifications are in d z �� full compliance with the Building Code fP E C 1 1 A. New York State. MODEL: CABLE "DRUM"- 200 LANDINGS: 3 i 290.17-1-30 RC-0510-2020 Wadler, Allen CODE(S): 3,6 25 Masters Common N Interior Elevator CAPACITY: 950# . SPEED: AT 40 F.P.M. PLEASE REFER ANY QUESTION TO YOUR SALES REPRESENTATIVE SUSPENSION (2) WIRE ROPES 11,700# BREAKING STRENGTH ® APPR❑VED MEANS: TRACTION STEEL 03/8 - 8 x 19 IWRC UNAPPROVED CAR CONSTRUCTION: 3/4" HARDWOOD VENEER NOTE: ALL MANUFACTURER SUPPLIED CAR AND EQUIPMENT OPTIONS ARE NOTED ON THE CONFIRMING ORDER SHEET. SIGNATURE DISCLAIMER: ONCE DRAWINGS HAVE BEEN APPROVED, SIGNED..AND WITHIN 5'DAYS OF PRODUCTION, THE CUSTOMER WILL BEAR ALL RESPONSIBILITY AND LIABILITY OF FINISHED UNIT. DATE DWG VIEW PART :NUMBER REV.DATE COVER SHEET — INCLIVATAP� DRAWING TITLE DRAWING NO. INEASBUIA PAconnwr or�jwulu R. WADLER 11756 PAGE: DRAWN BY: 1 DWG. DATE JOB OR APP.#DEALER P.O.# DWG. SCALE REV.LEVEL(1-3) 1/4 B.BRATTEN 6/21/2013 13-313—BR 2035 1:24 — HOISTING MACHINE 4" MIN. MOTOR CLEARANCE MACHINE ROOM LIGHT ,-14i" 1 19" MACHINE ROOM ACCESS I in 240v. 1PH SLACK CABLE DOOR LATCH AND LOCK \ I DISCONNECT SWITCH FIELD LOCATE BY G.C. I I ='IMIij ' STAND SHEAVE 120v. 20 AMP SERVICE_ I l �]�f( - SEE 'RAIL' DETAIL OUTLET w.G.F.I. BY 1111 . 2'x12' PLANK OTHERS I i. I; , ,I & GUIDE RAIL 3 LANDING CONTROLLER G '� (18"Wx8"Dx24"H) FIELD �®,, LOCATE TO MEET N.E.C. - 2"x12" PLANK SECURED AND/OR LOCAL CODES ® II', 2 111 TO WALL ANCHORAGE FOR SHEAVE PHONE SERVICE- IV �� roc BY OTHERS o 1. ;ids li `0 1 I� CALL STATION 42"Et '` ABOVE FINISHED FLOOR 6rR.C. DOOR INTERLOCK i I- _1 28" , 28" F .t \\ CAR 26" 'CLEAR // \\\ CABLEL DRUM-200 I /// \\ 7'H-OVERALL i `I // \\ 80"H-CLEAR ID I // FINISHED \\ CODE(S) 3,6 27" I// 36" HATCH \\ r/4., DOOR p _ _ 1 .41 a_ ` .jll� "— 10 POST GATES 43"R.C. - k . I 11'"'!1 STABILIZING ROLLERS 1k & 1/4'x2'x2' ANGLE " I 54"CAR A� R.G. R . 56"FINISHED HATCH NOTE: NOTE: NOTE: 2" RUNNING CLEARANCE ALL HOISTWAY CONSTRUCTION MUST COMPLY WITH NATIONAL, STATE. G.C. TO BUILD OUT HOISTWAY MUST BE REDUCED TO AND LOCAL CODES. HOISTWAY MUST BE PLUMB AND STRAIGHT FROM AS NEEDED TO MAINTAIN 3" 1/2" MIN./1 1/4" MAX. TOP TO BOTTOM WITH NO PROJECTIONS INTO THE HOISTWAY. REQUIRED FOR STABILIZER. AT THE LANDING LEVELS. NOTICE TO ELECTRICAL CONTRACTOR: -ALL ELECTRICAL WIRING MUST BE DONE BY A JOURNEYMAN MECHANIC AND MUST MEET ALL NATIONAL, STATE, AND LOCAL CODES. -BRING (3) #10 W/GND FROM RESIDENCE INCOMING POWER PANEL 30AMP BREAKER (240V, NEUTRAL, GROUND) TO THE MACHINE RM. -BRING (2) #12 W/GND FROM RESIDENCE INCOMING POWER PANEL 20AMP GFI BREAKER (120V, NEUTRAL, GROUND) TO THE MACHINE RM. -REQUIRED LOW VOTAGE WIRING IS SUPPLIED BY MANUFACTURER. ALL EXTENSIONS ADDITIONS, ETC. SHALL BE DONE WffH THE SAME SIZE AND TYPE OF WIRE AS ORIGINALLY SUPPLIED BY THE MANUFACTURER. -A TELEPHONE UNE SHALL BE SUPPLIED TO THE MACHINE ROOM AND SHALL BE CONNECTED TO A 24 HOUR CENTRAL EXCHANGE. -ALL MEANS FOR ACCESS TO EQUIPMENT SHALL BE PROVIDED WITH A LOCK. ALL SHAFT DOORS MUST BE INTERLOCKED. DWG VIEW PART NUMBER REV.DATE HOISTWAY LAYOUT _ INCLIN&T®R DRAWING TITLE DRAWING NO. - .. � Iv R WARIER 11756 PAGE: DRAWN BY: DWG. DATE JOB OR APP.# DEALER P.O. I DWG. SCALE REV.LEVEL(1-3) 2/4 B.BRATTEN 6/21/2013 13-313—BR 2035 1:24 — n, O 1.4o' FI s—e. r AS C /C, t L . s nc,k, 'C3ci- .k sad 53" -aY L c, IL, IIIDOOR I pi RAIL JAW INTERLOCK 2'x12' PLANK PLUMB AND SQUARE 8'-0" • o IS SECURED WITH TWO 3/8'x5° MIN MUM LAGS 2'-0' O.C. AT EDGES. OVE HEAD COUNTERBORE LAGS. 2ND 3 LANDING CONTROLLER 240v, 1PH SLACK CABLE I ►. DISC❑NNECT SWITCH 13'-0" DRUM TO SHEAVE MEASUREMENT TRAVEL 4 3'-2' • I 'f NOTE' WHEN M❑UNTING CIRCUIT BREAKER BOX, ANGLE OF 'CHAIN' I 0 MUST BE BETWEEN 20° AND 60° GEARBOX MUST BE MOUNTED ON o SOUND BASE. SOUND BASE TO BE ■ ANCHORED TO CONCRETE FLOOR WITH C10) = 1/2' C❑NC WC,:� i� ANCHORS, MIN. PULL❑UT ❑F 6,000#RETE EA. GRND A 6' MIN. 3000 PSI REBAR l• ,.; t REINFORCED CONCRETE .-:. ,�;' 8 " PIT MIN. :,.:.r.•, `. :•, ." #4 AT 12' D.C. EACH WAY 1. DWG VIEW PART NUMBER REV.DATE SECTION A—A W SOF J—V A-OG DRAWING TITLE DRAWING NO. — COMPANY AUk7tl IMPSZPLIPA PAW R. WADLER 11756 PAGE: DRAWN BY: DWG. DATE JOB OR APP.#DEALER P.O.71 DWG. SCALE REV.LEVEL(1-3) 3/4 B.BRATTEN /21/2013 13-313—BR 2035 1:24 — 1 CUTOUT FOR SHEAVE T. SHEETROCK GUIDE RAIL .liii 2"x12" PLANK - 4"x4" STUD �I_... �,� r:i ,J1 SHEETROCK CUTOUT FOR COUNTERBORE LAGS SHEAVE 2"x12" PLANK T 11 15 1/2' III' ' If RAI L DETAIL + " s m� �m 3'�I GUIDE RAIL GATE ' HOISTWAY DOOR 5 Mom• CAB 1 1/2' �� Z x12 PLANK THRESHOLD 3" „ 7\-- MAX] 1 CUTOUT DETAIL FINISHED SHEETkOCK , (SINGLE/ DOUBLE DRUM) • ,/ (IF APPLICABLE) "MIN. TO 11" MAX. . DOOR SILLS TO BE INSTALLED BY G.C. AFTER 1.—"S" THE LIFT SUPPLIER HAS INSTALLED A RUNNING PLATFORM. SILL MUST BE BROUGHT OUT TO 1'_On NOT LESS THAN 1/2" AND NOT MORE THAN ,f4" 1 1/4" TO THE RUNNING PLATFORM WHILE MAINTAINING A DISTANCE OF 3" FROM THE @,L- 1110MCIW��— HOISTWAY FACE OF THE LANDING DOOR (OR GATE) TO THE HOISTWAY EDGE OF THE LANDING SILL. S I LL D ETA I L STUD LOCATIONS FOR THRU THE WALL SHEAVES (IF APPLICABLE) n 2"x4 STUDS 1..._41-_,. THE CLEARANCE BETWEEN THE HOISTWAY FACE OF THE LANDING DOOR FRAME q1 DOORS OR GATES AND THE HOISTWAY 1. REACTIONS ON ALL SHEAVES AND MOUNTINGS: Will EDGE OF THE LANDING SILL SHALL STATIC = 1,800 LBS. NOT EXCEED 3'. IMPACT = 3,600 LBS. 2. FASTENING OF HOISTING MACHINE TO CONCRETE FLOOR — CAB 111/1 THE DISTANCE BETWEEN THE (10) ANCHORS, ULTIMATE.PULL—OUT STRENGTH OF 6000# EA. MOHOISTWAY FACE OF THE LANDING 3. RAIL FASTENING TO 2'x12 PLANK DOOR OR GATE AND THE CAR DOOR #14 x 1 3/4" TYPE A S.M.S. RAIL IS PRE—DRILLED AT FACTORY. Pi 11 OR GATE SHALL NOT EXCEED 5". RUNNING 4. B1/2" —OLT FASTE13 NINGx4"OFSOCKET CAR TOHD TROLLEY CLEARANCE SCREWS DOOR FRAME DETAIL TEC H NJ I CAL DATA DWG VIEW PART NUMBER REV.DATE DETAILS, DATA, CODES _ 1NCLIINATO DRAWING TITLE DRAWING NO. - COMPANY OF AMEMCA plaas9uRg PA R. WADLER 11756 - PAGE: DRAWN BY: DWG. DATE JOB OR APP.# DEALER P.O.# DWG. SCALE REV.LEVEL(1-3) 4/4 B.BRATTEN 6/21/2013 13-313-BR 2035 1:24 - 4 it , , ...,r0,3 RE 2 t .,.ink ou,p0$0 01..y l FILE COPY rI , ica' North Country EIevato inspection Services e'. 7 0 (51813 2648 rj Traction/Drum Elevator Safety Test ,l Category 5 ,I i Inspector:Pee Holahan _ initial Inspection Date: /wQ 9,__ ,_ 1 Signature teg „oil/4.1 Re-Inspection Dart#: , i ,t ;i Building Name: Allen B.Wader(Residential) I i i Address 125 Master Common North Quee ury,NY 12804 Elevator ID: din nator Elevator Compe ,lAlbanyElevotor Category 5 8.11.2.3 Periodic Test Requirements Paste Pied Oa Plows Pelee eh, j� su.a.t s Ceram con S 0f„ ❑-� 0 t 1�;e won•r r Stepping; ❑ ❑ I Ig,t a 2 Swan : ❑ D• LJ esi Prier opening or loom ❑ ❑Li 1 E1L3.2.3 CI ❑ U• l r+evel�+8apne&leveling Sp i C3 CI❑ �> 0 ❑• D 5� 9i t Z DOC—II{ 9'ttr 1,1 c E,r,�ry&Standby ❑ ❑ ® 8,34 v el a s�pails :zi :i t l f Car Speed: 140 I Gov.Switch Trip Speed:INA t I 110 Other lindinator(Drum Ma chisel 1 ❑❑ ! , IGov.Trip Speed: INA I ©Passenger 0 freight 0 Other 1 Tags place by Elevator Co. m Yes ❑No Comments: 1 • TestforFtnal Acceptance is to compInce with A18I 2tX3S Sack-rope Safeties • .1 'i n ii l e k ... . . -.. . , . . . / PROPErvtiir, ....,,n,oie vutpast,,,, , „ 7 ,6' I INS Prac , Pag , S Ca-Ei , i North Country Elevator Inspection Services (518)333-1648 inspection Report for Elevators and Escalators IMPOCtOrt ION&Bakhan. Date- 818,2313 ------, EllaspectfonlaReinspection jZifinal Acceptance , , - . Owner AgentAtien B.WEICief Address:25 Master Common North Qum:mixt:WV 12804 Location Name:Resident Horne Device ilk Ind (Drtrnator Machine) 1 . Location i1peted:25 Master Common North Maintenance Contract with:Alban&Elevator Type contract:Unknown MU:NYS Cert.Exp.Date:81812013 hmpection Due:2/8/2014 amuses:ad:0 Agri arr.::cletce.—^n7 or a it*ff a thins .nyes Deo RISE 3 NUMBER I PASSENGER x(950) - 1 FREIGHT ESCALATOR OTHER residential CAT1 CAT3 CATS aja/2013 - % i Number and title of penon contacted:Allen B.Wedlter phonea 518.7811466 Email: Signature: Elevator Code Description v'...= Inclinator A18,1 2008 A cceptance complete no violation • 1 IIIIIIIIIIIIII . 1 11.1111111111111 . . . 1111111111111111.111 _ _ _ __ 1 _... .___ __.............,..i...t.a.tael!et same ceetas armada _....