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32A-171 UNIT 1D
Utswr ►b BP-2022-0438 10 HAWLEY ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32A-171-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0438 PERMISSIONIS HEREBY GRANTED TO: Project# ELEVATOR Contractor: License: Est. Cost: 55000 WESTERN BUILDERS INC 71172 Const.Class: Exp.Date: 11/23/2023 Use Group: Owner: LLC O'CONNELL HAWLEY Lot Size (sq.ft.) Zoning: CB Applicant: WESTERN BUILDERS INC Applicant Address Phone: Insurance:, 73 PLEASANT ST (413)467-9171 UB-6K239300 GRANBY, MA 01033 ISSUED ON:06/10/2022 TO PERFORM THE FOLLOWING WORK: ELEVATOR INSTALLATION POST THIS CARD SO IT IS VISIBLE FROM M THE STREET Inspector of Plumbing Inspector of H iring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I O . (Yi Fees Paid: $357.50 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner ,4 Ittobil-)LavLs Y, The Commonwealth oTMassachusetts I W. Board of Building Regulations and Standards! APR 2 6 ;FOR Massachusetts State Building Code, 780 CMR 202ICIPALITY USE Building Permit Application To Construct,Repair,Reriovate*r-- nelish.a._� Revised Mar 2011 I One-or Two-Family Dwelling - ._ :n nr ' I+,�,LD,, ,N,Z 1N„S;PFc This Section For Official Use Only _. ._ Building Permit Number: (0119--a?-— y 3g Date Applied: le -UJSS /G & i ' 1 v KEi,��v / fill►i , � 1►/ y 2v ZbZZ C.9 �0' pA BuildingOfficial(Print Name) Signatur ' Date / � I SECTION 1: SITE INFORMA ION H,) . c .\ 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 10 Hawley St, Unit 1D -$¢)a— -ors ��Jri1Z� 1.1 a Is this an accepted street?yes x no Map Number Parcel Number 1.3B Zoning Information: 1.4 Property Dimensions: CResidential —2,220 sq.ft. N/A Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided Existing Building Existing Building Existing Building 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public MI Private 0 — Municipal® On site disposal system 0 . Check if yes® SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: O'Connell Hawley LLC Holyoke. MA Name(Print) City,State,ZIP 800 Kelly Way 413-540-1459 _ mwelter@oconnells.com No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2 (check all that apply) New Construction 0 Existing Building® Owner-Occupied 0 Repairs(s) 0 Alteration(s) ® Addition ❑ Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': Elev for Installation SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined: ❑ Standard City/Town Application Fee 2. Electrical $ ❑Total Project Cost'(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Total All Fees: $ Suppression) Check No.Z�Z-Check Amount: 3s7 673 6.Total Project Cost: $ 55,000 0 Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-071172 11/23/2023 John Averill License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 73 Pleasant Street No.and Street Type Description Granby, MA 01033 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted I&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-265-1189 javerill@westernbuilders.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) U)ESSS.R)4 ILA) RS HIC Registration C i0�71 Num N/A Number Expiration Date HIC Company Name or HIC Registrant Name N/A No.and Street Email address City/Town, State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes IN No .El SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Western Builders to act on my behalf,in all matters relative to work authorized by this building permit application. Matthew Welter, on behalf of O'Connell Hawley LLC 4/21/2022 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Matthew Welter,on behalf of O'Connell Hawley LLC 4/21/2022 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction.Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned;provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms N/A Number of half/baths /Q Type of heating system Number of decks/porches_ . Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" o Commonwealth of Massachusetts VI Division of Occupational Licensure Board of Building Re ulations and Standards Cony tonfSvisor tt CS-071172 �� iipires: 11/23/2023 JOHN R AVEpILL 118 NONOTUtK ST FLORENCE IVO 01062 - i5` Commissioner dja14 K. Yern uk.. The Commonwealth of Massachusetts '--�- —'f't Department of Industrial Accidents arair • �17N11= 1 Congress Street,Suite IN=,; Boston,MA 02II4-101 7 e ttr www.rnass.govidta %%Miters'Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers. TO BE FILE])%%tTN"1"Iil:PERMITTING AUTHORITY. Applicant Information Please Print l esibly Name(IBusinesslOrganization!lndivldual): O'Connell Hawley LLC Address: 800 Kelly Way City/State/Zip: Holyoke, MA 01060 ghorie#_ 413-540-1459 tic suu an cmpinre!thank the apprupriatc to►s: Type of project(required): I am a empk►yer With eitipkiyees f full and or part-Mn** 7. [J New construction I am a sole proprietor or partirelship and have no employees working for me in 8. 0 Remodeling my calx►city_[No worker comp.mauranee nvtwaal-) real estate development company 30 I am a Ironloow ner Join'all wwc► . o rkers'c-►yrt .icrsaraalcx required" 9. 0 Demolition 10 U Building addition 4. x I am ailetlteentler and will be hiring omunstlors to conduct all wink on my property. I will ensure that all contractors either have workers-coatq►taes rtrure insurance en an sole 11.0 Electrical repairs or additions proprietors with no ernplovices. 12.0 Plumbing repairs or additions 5 I am a general contractor and I have hired the sub-coutractors listed on the attached sheet_ 13E1 Roof repairs These sub-contractors have workers'and have orkers'comp.6.0 aesutarxe A 0/y Wean:a corporation and itsUffu officers have e>•t11131[I their ut exemption !►tCiL e. 14. Other 152.11(4 and we have no cn ,layers.[No wotikiLira"ricarip.insu once required.) `Any applicant that checks box#1 must also Fill out the section below showing their workers'eoucptnaation police inhumation. t Hoar►t+owners who submit this affidavit uuheatini thtry are doing all work and then hire t►trtsille tontrm:tun.must submit a new affidavit indicating such. aCenrtractors that check this box must attached an additional sheet showing the name of tin sub-eoutr-a:tots and state whether in not Horse conics hate eanployees_ If the sub-contractors have employees.they mist pros ide their workers"turnip.policy number_ I aria an employer that is providing workers"compensation insurance for,tiny employees. Below is the policy and job site inform attiull. Insurance Company Name: Please refer to the Certificate of Insurance form that follows for coverage details. Policy#or Self-ins.Lie.#: x_,,tirrua 4•11 Job Site Address: 10 Hawley Street, Unit 1D City/State/Zip: Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,*25A is a cruninal violation punishable by a fine up to$1,500.00 andrror one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby`certih'under the pains and penalties ri,t perjury that the information provided above is true and correct St++°t7Sttltr{,: Hawley l�'iltZ.. on behalf of O'Connell LLC 4/21/2022 �� Plante#:413-540-1459 Official use only. Du not write in this arena„to be completed btu city or town official City or Too n: Permit/License# Issuing Authority(circle one): I. Board of Health 2.Building Department 3.Cityfluw n Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: _,^�.NN WESTBUI-01 MMORSE ,4coRO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 411.....------- 3/29/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). - "CONTACT Melissa Morse PRODUCER t4AME: - Watts Group LLC PHONE 860 231-7250 INC.FAX No): 65 LaSalle Road#209 (wc,No,E■t):( ) West Hartford,CT 06107 E-MA Ess:mmorse@thewattnrp.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:Charter Oak Fire Insurance Company 25615 INSURED INSURER B:Starr Indemnity& Liability Company 38318 Western Builders,Inc. INSURER c:Berkle Regional Insurance Company 29580 73 Pleasant Street INSURER D: Granby, MA 01033 ._INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TIIIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INS° WVD POLICY NUMBER IMM+DD NYYYJ_IMM1DDNYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 6/1/2021 6/1/2022 DAMAGE TO RENTED 300,000 CLAIMS-MADE X OCCUR CO-7F914719 PREMISES IE1a ci r1ence) $ X XCU INCLUDED MED EXP(Any one person) $ 10,000 X NO DEDUCTIBLE PERSONAL a ADV INJURY S 1,b00,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY X JELT LOC PRODUCTS-COMP/OP AGO $ 2,000,000 OTHER $ —^ C AUTOMOBILE LIABILITY E Mit BINED DtSINGLE LIMIT $ 1,000,000 X ANY AUTO 810-0N700762 6/1/2021 6/1/2022 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSRE� ONLY _AUTOS BODILY pB�ODILY INJURY(Per ecccdent) $ AUTOS ONLY _..AUT4 ONLY {P4foaaoadentOAMAGE $ _ $ B X UMBRELLA UAB OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS UAB CLAIMS MADE 1000585032221 4/1/2022 4!1l2023 AGGREGATE $ ' 10,000,000 DED RETENTION$ $ WORKERS COMPENSATION OTH- X STATUTE ER AND EMPLOYERS'LIABILITY UB-6K239300 6/1/2021 6/1/2022 1,000,000 ANY PROPRIETORIPARTNERJEXECUTIVE YNN N/A E.L.EACH ACCIDENT $ OFFICERIMEMpER EXCLUDED? 1,000,000 (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ C Commerical Umbrella BCS 8800013-10 4/1/2022 4/1/2023 2nd layer umbrella 15,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1",--6e4/7172 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. City of Northampton ` Massachusetts ��� ����<< l I � DEPARTMENT OF BUILDING INSPECTIONS ". 212 Main Street • Municipal Building �vIf 6 fit. - Northampton, MA 01060 4' �4, HOMEOWNERS'EXEMPTION ELIGIBILITY AFFIDAVIT I, O'Connell Hawley LLC (insert full legal name), born_ (insert month, day, year), hereby depose and state the following: 1.* I am seeking a building permit pursuant to the homeowners'exemption to the permit requirements of the Massachusetts State Building Code, codified at 780 CMR 110.R5.1.3.1, in connection with a project or work on a parcel of land to which I hold legal title. 2. I am not engaged in, and the project or work for which I am seeking the aforementioned homeowners' exemption, does not involve the field erection of manufactured buildings constructed in accordance with 780 CMR 110.R3. 3. I qualify under the State Building Code's definition of"homeowner"as defined at 780 CMR 110.R5.1.2: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one-or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a home owner. 4. I do not hold a valid Massachusetts construction supervision license and, except to the extent that I qualify for and will abide by the Massachusetts State Building Code's requirements for the supervision of the project or work on my parcel, I am not engaged in construction supervision in connection with any project or work involving construction, reconstruction, alteration, repair, removal or demolition involving any activity regulated by any provision of the Massachusetts State Building Code. 5. If I engage any other person or persons for hire in connection with the aforementioned project or work on my parcel, I acknowledge that I am required to and will act as the supervisor for said project or work. Signed under the pains and penalties of perjury on this 21 day of April 2022 i I 1 4, ,,, on behalf of O'Connell Hawley LLC (Signature) ELEVATION VIEW 6 1/2"x6 1/2'WALL CUT-OUT FOR ACCESS DOOR(DOOR HATCH BY GARAVENTA) C ' X W � Z / lima di U N LU Z U U O g< v N CD M Lu _ ,) J J N Q C9 O Z N U 2' W LU - J N O Q / o w LL / a o0 al IFF I LEVEL 3 i TOP FLOOR N • / 6. , A , DOORGLOC• TiON LOWERING ACCESS J 3 _, V ~ ] .0:-.Vi - 1 W LEVEL 2 A , / -- ...r / N ~ 07 err ^ E w L7 Y 0 Z / m � 0 zo / W rn N 1 VI LN LEVEL 1 NOTE: NO HABITABLE SPACE IS ' a I PERMITTED ANYWHERE UNDER THE PIT o a a m " W 0 Z O iI 0 H ~ a A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS: MM [INCHES] APR/15/22outogoldd REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±1/8]ANGULAR ±1• PROJECTION: (o`. } DATE DRN.BY CHK.BY CENIODrtuL ROT M BE OCGmm OR REPRODUCED - ELVORON MR iGOLDD-DRAWING W T HAWLEY STREET DEVELOPMENT B o t,1,\ 10 HAWLEY STREET GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 1 OF 7 D NOW ROM P°"'SID°""G"'N"A(CANDA)LTD GUSA NEW ENGLAND PLAN VIEW 56i" [1429] 2"X12" BACKING FINISHED HOISTWAY BOARDS q2..;•-lil'"3�" [762]i 2"X4" STUDS LEVEL 1 ,2,3 16i" [422] La I 16, [422, rn CV SIN 7r COIV ill ////A'--1---/A/j RAILS i % -4___ a7 ,4,_pi 15. CO = M O o U = p I o -1� a rn . o 0) STYLE 1 R Z I w Lo _ ct > Zo Q (36" x 48") s C c� W c W /• 0 0d /ti If f .mil i�iiiii/riiiiiiii/r% W O U rn z z t 48" [1219] i co v z < CLEAR LENGTH co D W Q' J 0 3" [76] 52i" [1327] 1" [25] RUNNING OVERALL CAB RUNNING CLEARANCE LENGTH CLEARANCE A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS: MM [INCHES] APR/15/22outogoldd REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±1/8]ANGULAR ±1' PROJECTION: Co) } DATE DRN.BY CHK.BY NOT roaosao»ma.oemuom 1111111111111.111111111111....., _ ELVORON MR iGOLDD-DRAWING 1W _—___ HAWLEY STREET DEVELOPMENT B o 10 HAWLEY STREET GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 2 OF 7 . IMOJT"OTTO MOSSOi"WIrvE"T",(" °""ro GUSA NEW ENGLAND SPECIFICATIONS THIS LIFT IS MANUFACTURED IN ACCORDANCE WITH:ASME A17.1-SEC.5.3 CAB OPTION&FINISHES CONTROLS CAB CONFIGURATION: Style-1R CONTROLLER TYPE: MR II CAR GATE: YES OPERATION: Collective Automatic CAR GATE FINISH: Nickel/White Vinyl w/3 Clear Panels HALL STATION TYPE: Call Button CAR GATE OPERATION: Automatic Gate w/Light Screen HALL STATION KEY: Keyless Hall Stations CAR STOP/ALARM SWITCH: Maintained Rocker Sw. HALL STATION MOUNTING: Flush Mount Remote SEPARATE CAR ALARM SWITCH: No HALL STATION FINISH: Standard Brushed Stainless Steel C.O.P.SIZE: Standard POSITION INDICATORS(LANDING): N/A C.O.P.KEY SWITCH: Keyless C.O.P. DIRECTION INDICATORS(LANDING): N/A PUSH BUTTON MARK FLR-1 DR-1: 1 C.O.P.FINISH: Std.Brushed S-Steel-lcaro Display PUSH BUTTON MARK FLR-2 DR-1: 2 IN-CAR DIRECTION INDICATOR: No Direction Indicator PUSH BUTTON MARK FLR-3 DR-1: 3 CAR WALL PANEL FINISH: 1/2in.Med.Density Fibrebd.w/Stabs PUSH BUTTON MARK FLR-4 DR-1: CAR CEILING PANEL FINISH: 3/4in.White Mel'mn. PUSH BUTTON MARK FLR-5 DR-1: CAR PLATFORM FINISH: Plywood(Fin.By Others) PUSH BUTTON MARK FLR-6 DR-1: HANDRAIL TYPE/FINISH: #4 Brushed Stainless Steel CONCURRENT LANDING CONTROL CALL BUTTONS EXTRA HANDRAIL(S): N/A PUSH BUTTON MARK FLR-1 DR-2: TELEPHONE: Integral Phone in COP PUSH BUTTON MARK FLR-2 DR-2: CARTEL LIGHTING:T B FINISH: N/A PUSH BUTTON MARK FLR-3 DR-2: CAR 4 Recessed LED Lights-White Trim PUSH BUTTON MARK FLR-4 DR-2: CAR HEIGHT: 84" PUSH BUTTON MARK FLR-5 DR-2: CAR SIZE(Width x Length): 36"x 48" PUSH BUTTON MARK FLR-6 DR-2: CAR ALUM.FRAME PAINT: N/A DOOR OPTION&FINISHES TECHNICAL DETAILS LANDING DOORS: Flush Frames Only(Doors by Others INSTALLATION TYPE: Private Residence DOOR FINISH: N/A MAXIMUM CAPACITY: 1000[454Kg] INTERLOCKS: Honeywell-RDI c/w Flush Kit RATED SPEED(nom.): 40[0.20 m/s] DOOR OPERATION: Wired for PDO by Others POWER SUPPLY: 230V 1Ph.60 Hz 1st FLR.DOOR LOCATION(XYZ): Z RAIL BRACKET FASTENERS: Lag Bolts 1st FLR.DOOR HANDING: LH DOOR LOCATION MAXIMUM RAIL SECTION LENGTH: 8 foot[2438 mm] 2nd FLR.DOOR LOCATION(XYZ): Z KEY PLAN EMERGENCY POWER SUPPLY: UPS Backup- 2nd FLR.DOOR HANDING: LH 3rd FLR.DOOR LOCATION(XYZ): Z -" -"- SHELF FOR UPS: YES 3rd FLR.DOOR HANDING: LH #of FLOORS SERVED: 3 Stops 4th FLR.DOOR LOCATION(XYZ): X Z SYSTEM: IN-LINE HELICAL GEARED 4th FLR.DOOR HANDING: ROPES: (2)-ANSI B29.1#60 5th FLR.DOOR LOCATION(XYZ): ROLLER CHAINS 5th FLR.DOOR HANDING: Y CHAIN LENGTH: 279.00[7087 mm] 6th FLR.DOOR LOCATION(XYZ): SAFETIES: TYPE'A'(INSTANTANEOUS) 6th FLR.DOOR HANDING: MOTOR HORSEPOWER: 2HP GEAR DATA: 42.18:1 IN-LINE HELICAL CONCURRENT LDG.DOORS: No Concurrent Landing Doors REDUCTION GEAR 1st FLR.2nd DOOR LOCATION(XYZ): SPROCKET DATA: #60 DOUBLE-SINGLE,16TEETH 1st FLR.2nd DOOR HANDING: EST.CAR WEIGHT(Ibs): 450[204Kg] 2nd FLR.2nd DOOR LOCATION(XYZ): EST.SLING WEIGHT(Ibs): 285[129Kg] 2nd FLR.2nd DOOR HANDING: GROSS LOAD(Ibs): 1779[807Kg] 3rd FLR.2nd DOOR LOCATION(XYZ): COUNTERWEIGHT WEIGHT(Ibs): 600[272Kg] 3rd FLR.2nd DOOR HANDING: FLORIDA DOOR MONITORING: NO 4th FLR.2nd DOOR LOCATION(XYZ): BUFFER SPRINGS: NO 4th FLR.2nd DOOR HANDING: 5th FLR.2nd DOOR LOCATION(XYZ): 5th FLR.2nd DOOR HANDING: 6th FLR.2nd DOOR LOCATION(XYZ): 6th FLR.2nd DOOR HANDING: • MISCELLANEOUS DETAILS TRAVELLING CABLE LENGTH(FT): Extra 20 ft[6 m] TECH TOOLS: DIGITAL TECH.DIAGNOSTIC DISPLAY FOR'MR II' PIT FLOAT SWITCH(MR II only): NO WARRANTY: Standard 2 Year Warranty SPECIAL NOTES A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS:MM [INCHES] APR/15/22outogoldi REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±1/8]ANGULAR ±1' PROJECTION: (o) E} DATE DRN.BY CHK.BY °°"°°"""°'"°'f° °"�"°°� 1 ELVORON MR iGOLDD-DRAWING I W .. HAWLEY STREET DE�'ELOPMENT B o tcr 10 HAWLEY STREET GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 3 OF 7 D "'°"'""°'"°N46°"ONIAENr.t t GUSA NEW ENGLAND LOADING DIAGRAM - INFORMATION RAIL RAILS SUPPORTS LOAD DESCRIPTION Lbf REFER TO REACTION DUE TO BUFFER OR SAFETY ELEVATION VIEW RBS ENGAGEMENT 4642[20.81 KN] A-A FOR RAIL RC E BRACKET SUPPORT RN REACTION DUE TO NORMAL OPERATION 2907[13.03 KN] F LOCATIONS (N i ii'I LOAD IMPOSED DURING NORMAL OR N RAIL RC EMERGENCY OPERATION MAXIMUM 449[2.01 KN] PULL-OUT FORCE ON RAIL SUPPORT o I /'SUPPORT 00 WALL R1 RAIL REACTION 1 224[1.00 KN] R2 RAIL REACTION 2 75[0.34 KN] 4 . i\ RC LOAD COUPLE R MOVES AND DOWN AT RATED SPEED PIT FLOOR T T 4R-.ti RBS RN RAIL BRACKET DETAIL 203/8" [517] 203/8" [517] 8%8" [206] 9Y2" [241] 91/2" [241] 8Y8" [206] . v 12Y2" [317] 8Y2" [216] 8%2" [216] 12Y2" [317] M IL° —a— E [ _ ..o Do �� o 0 0 "l- c( b o t ] .sz. [ 83/8" [212] 13%2" [343] 131/2" [343] 83/8" [212] 45Y4 [1148] A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS: MM [INCHES] APR/15/22outogoldd REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±1/8]ANGULAR ±1' PROJECTION: (t; E- DATE DRN.BY CHK.BY COf 11.OL-NOT10SE OSCLOSE0a=I= ELVORON MR iGOLDD-DRAWING I(11,1 HAWLEY STREET DEVELOPMENT B o 10 HAWLEY STREET ' GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 4 OF 7 D '^O,TWIMP °OIS9°1a CARAWNTA MAMMA)LTO. GUSA NEW ENGLAND 3/4" & 4" DOOR & GATE RULE MACHINE AREA VIEW The clearance between the hoistway doors or gates and the hoistway edges of JUNCTION the landing sills shall not exceed 3/4"[19mm].The distance between the hoistway BOX- faces of the landing doors or gates and the car door or gate shall not exceed 4" i MOTOR/BRAKE [100mm].(Reject 4"[100mm]ball at all locations between car gate and landing doors). ASME A17.1/CSA 844 safety code for elevators and escalators(2016 and beyond) —emarwmunimiarniortsmaimormilrlwie EMERG. mandates the following maximum hoistway door clearances _ LOWERING :.. i �; ACCESS 1.Clearance between the hoistway side of the landing door and the edge of the • _ c landing sill shall not exceed 0.75"(19mm) 2.Distance between the hoistway side of the landing door or gate and the car door • I . . ■ or gate shall not exceed 4"(100mm) 3.Residential elevator design is with a maximum 1.25"(32mm)running clearance /I For any previous edition of A17.1/B44 that may still be enforced in your authority I/ having jurisdiction,the CPSC&Garaventa Lift mandates all its home elevators be YYY installed per the latest requirements of the standard 230VAC 15A DISCONNECT MOTOR/CONTROL CM 4"Wx9"Hx14"D Additional requirements:All Swing doors provided by others must be of solid core U.P.S. construction as hollow core doors do not respect deflection and pull out force SEPARATE NEUTRAL requirements of the code m� BOX ASS'V CONTROL 11 OVAC 15A SIDE VIEW 4"[100mm]max. DISCONNECT r(inside face of hoistway LIGHTING 3/4"[19mm]max. I door to outside face of car ate (inside face of 1— gate) 23"Wx18'Hx10"D hoistway door to sill) CONTROL LOCATION: CONTROL BOX&U.P.S.LOCATED OUTSIDE OF HOIST.BY OTHERS HOISTWAY TOP VIEW LANDING DOOR w CAR 1 — • WA\W���wi 4" face ]max. + CAR SIDE .- —_ -- (inside face of hoistway door LANDING _ to outside face of car gate) SILL EDGE t 5r 40�:r: � (Reject 4"ball) ■ LANDING SIDE \ FLOOR - ///////ii/i -- - I 1 "[32]max. 1 1/4"[32mm]max. ' -- `` I- --1 car sill to inside face (car sill to inside face l� 3/4"[19mm]max. ( of hoistway door sill) (inside face of hoistway of hoistway door sill) door to sill) PROVISIONS BY OTHERS MACHINE AREA: 1.ACCESS TO MACHINE AREA IS GAINED FROM THE TOP OF THE CAR ELECTRICAL: 1.LOCKABLE FUSED DISCONNECT SWITCH TO BE PROVIDED FOR 230V 1 Ph. POWER ALONG WITH A SEPARATE NEUTRAL WIRE c/w AUX. CONTACTS. 2.USE AUXILIARY CONTACTS IN DISCONNECT FOR EMERGENCY BACKUP.NO CONDUIT OR PIPING NOT ASSOCIATED WITH LIFT IN HOISTWAY. 3.PERMANENT POWER TO BE PROVIDED BEFORE INSTALLATION COMMENCES. POWER SUPPLY REQUIREMENTS BY OTHERS " VOLTS-PHASE DISCONNECT FUSE(DUAL ELEMENT FULL LOAD CURRENT -FREQUENCY SIZE SLOW-BLOW) MOTOR&EQUIP 230V 1 Ph. 15A 15A 6.4 A CAR LIGHTING SUPPLY 110V 1Ph. 15A 10A GENERAL: 1.RUNWAY,PIT,AND MACHINE AREA TO BE IN ACCORDANCE WITH ASME A17.1-SEC.5.3 ,AND TO EXISTING LOCAL _ CODES AND REGULATIONS. 2.RUNWAY TO BE PLUMB,LEVEL,AND SQUARE...+-a". 3.CONTRACTOR TO PROVIDE DRYWALL,CARPENTRY,AND MASONRY WORK AS REQUIRED AS WELL AS PATCHING AND MAKING GOOD (INCLUDING FINISH PAINTING)ANY CUTTING,DRILLING,AND MODIFICATION TO THE BUILDING NECESSARY TO PERMIT PROPER INSTALLATION OF THE ELEVATOR EQUIPMENT. 4.WHERE CAR GATE IS PROVIDED,LANDING SILL TO CAR GATE CLEARANCES MUST CONFORM TO 3/4"&4"RULE. STRUCTURAL: 1.STRUCTURAL ENGINEER TO ASSURE THAT BUILDING AND RUNWAY STRUCTURES ARE CAPABLE OF SUPPORTING LOADS IMPOSED BY THE LIFT EQUIPMENT.(REFER TO THESE LAYOUT DRAWINGS FOR LOADS IMPOSED) A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS:MM [INCHES] APR/15/22outogoldd REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±l/8]ANGULAR ±1" PROJECTION: (o> f3 DATE _DRN.BY CHK.BY .AL NOT,O IC OISCLOICO a. _ ELVORON MR iGOLDD-DRAWING CO • HAWLEY STREET DEVELOPMENT B CO 10 HAWLEY STREET ' GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 5 OF 7 D Ellen EOM Pf.Bi■i 0r GWVOITA(CrMM)Lill GUSA NEW ENGLAND REVISION HISTORY REV A By. AUTOGOLDD DATE: APR/15/22 INITIAL RELEASE A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS: MM [INCHES] APR/15/22outogoldd REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±1/8]ANGULAR ±1' PROJECTION: Co`. } DATE DRN.BY CHK.BY MfOEMTUL DOT TO RE OICLOYD OR REPRODUCED ELVORON MR iGOLDD-DRAWING W HAWLEY STREET DEVELOPMENT B o �,� 10 HAWLEY STREET ' GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 6 OF 7 •TIWT RRITTER T+ERROSlp!OF CARAYEOTA(CANAOA)LT. G U S A NEW E N GL A N D BACKING DETAILS 101 N6 t0 0CI(ING Ac�E1 i. 6L 6R /8 5 i 6 1 6 RAj6 I 16 1 6 � 2"x12"BOARDS(2x) 5 I11 5/$ II2"x4"STUD @EACH 16 I I-4111110 I END OF 2"x12"STUDS 1 ,.. ' pilH, *lit. I II/ \il A� 4 PREFERRED CONSTRUCTION: RAIL BRACKET -MR /'\ 3/4"GRADE PLYWOOD ��. /I RECOMMENDED(G.W.B. o CAN BE CRUSHED DURING TIGHTENING OF BRKT. ., il FASTENERS.) - od PLYWOOD TO BE III" FINISHED FLUSH 111 WITH CONCRETE PIT. 4f Aiii II II RAIL BRACKET -HR,CPL,LULA ,, ',' s4ki iIi1iiiiiiiiFii!! SCREWS OR NAILS @ 6"c/c FOR ALL POSSIBLE STUD LOCATIONS. 114111114%1111411114 01°°°°'jlill STRUCTURAL ENGINEER TO ASSURE THAT BUILDING AND HOISTWAY STRUCTURES ARE CAPABLE OF SUPPORTING LOADS IMPOSED BY THE ELEVATOR EQUIPMENT.(REFER TO THESE LAYOUT DRAWINGS FOR LOADS IMPOSED) A REV A=INITIAL RELEASE. FOR ALL OTHERS SEE REVISION HISTORY (SHEET 6). UNITS: MM [INCHES] APR/15/22outogoldd REV. SCALE: N.T.S. TOLERANCES: DIMENSIONAL ±3 [±1/8]ANGULAR ±1' PROJECTION: Co`. E} DATE DRN.BY CHK.BY tns0E1/nw 03T TO BE DISCLOSED OR WOMBED I- w ELVORON MR iGOLDD-DRAWING �-- • - HAWLEY STREET DEVELOPMENT B o fc 10 HAWLEY STREET GARAVENTA LIFT NORTHAMPTON MA 01060 PAGE 7 OF 7 D unTLEJF oared a`"EEs1890/"Dut.N4wu(cwAw)Lm. G U S A NEW E N G L A N D