HomeMy WebLinkAboutBuilding Permit # 11/19/2015 00RTJ1 BUILDING PERMIT 0 L TOWN OF NORTHVE a ' APPLICATION FOR PLAN EXAMINATION Date Received 0� a° w " a Permit NQ; � �004u%0P Date Issued: A 11Cant%T1tlSt GQYn late all tteTils on this page ' j TYPE OF IMPROVEMENT PROPOSED USE Nora Residential Residential -------------- ❑ New Building ❑one family El Addition ❑Two or more family ❑ Industrial Alteration No.of units: o Commercial ❑ Repair, replacement ❑Assesso Idg X Others: ❑ Demolition Other 0mir4, OWN"" ' (A ` Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: �f ARCH ITECT/E GINPER 1',Y- Phone: Address: Q R® ® FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMAT'EO COST BASED ON$126.00 PER S.F. � �l Total Project Cost: 9 ®. FEE: - Check No.: Receipt No.: , tractors dot not have a NOTE: Persons contracting with unregistered con es t e� �r n nd r I(��"lctt�r�j o�AgntfOvtrl�er . � r � .�'algnatur�of eco` .,, _ .. IE Town of � �®RT1i � Andover ® Tilt O y f Z• Mass, 0p ce oCHI wrc� 9 A1 9 A0RATE D S V BOARD OF HEALTH P LD Food/Kitchen M I Septic System THIS CERTIFIES THAT „Q,,, c, {r,,,. BUILDING INSPECTOR has permission to erect .......................... buildings on ..�j... ...... .... ...... ........... ............................ Foundation "' • Rough //11 to be occupied as ........... .�.... ..... ....... .......Owt..`t ` .........•.. ............................ Chimney provided that the person accepting this permit shall in every respect conform to th erms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMITI E IN 6 MONTHS ELECTRICAL INSPECTOR LESS CTI TAR Rough Service ................ ... ...... ........ ... ...I............................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® Occupy Building Rough islay in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. A i " Ur" MITTAL COVER SHEET St Gregory Church Genesis SW GVL - SW - 144 Owner: St. Gregory's Armenian Apostolic Church 158 MainStreet North Andover, MA 01845 Architect: ' �r, cCUL Silverwatch Architects, LLC ' ' .A Nei.9671 I 155 Londonderry Road E Windham, NH 03087 --� Garaventa USA, Inc. www.GaraventaUSA.com Suite C-735 East Industrial Park Drive,Manchester NH 03109 Phone: (603)669-6553 Fax: (603)669-0078 DR; "=HAVE BEEN REVIEWED AND FOUND THAT THEY ARE I TO AS DRAWN,-NO CHANGES. ?c� Swv Smoke Detector by others (For vent activation)] [3 ACCEPTED AS NOTED.PLEASE MAKE LISTED CHAMN . 0�1 I I wiring to alarm panel or vent - by others. [3 NOT ACCM0.PLEASE REVISE AS NOTED AND T NGS FOR APPRO -5 No (36-1 Shaft/landing lighting circuit by others. SIGNIED V*f Independent of Ift electric with a minimum of 5 FTC or 54 LUX ambient required within shaft and on platform at each landing. Enclosed Fire Rated NI-1 Provide shatter proof guard for light in shaft Holetways require ventilation to outside air - By Others. See Page OF IVir #7 for more details. 77 43 Power for 01 — C:01 i Door Opener C: .c >1 E 1 115 Volt AC C (D a) U) (by others) Attach Mast to I In Q. I s 0 X < 0 Wall per Loading rn] L- 0 Diagram 0 Power Opener 0 E Supplied by i '„ ;; l a v a L° 0 Garaventa USA U 01 1 Fire Door I r` 0 00 CNI00 00 E I' Minimum Double 2x8 Blocking in wall Fn] by others I Power for i 11 11 Door Opener. 115 Volt AC (by others) ! ��Fy i 1 I j_- r Power Opener Supplied by [Garovento USA 0 0 r 1 M L r C'j !2 C) to 0 0 M 0 0 J4 LL- x 0 "t Z v I it �� a 3� � � I I� Fn II 1 1. 11 rn 1! a -40 00 0 Z o U 0 .21 Q11H A, 1-4 1 : By GUSH i: IF---4 77 4: CL LOWER & UPPER LANDING VIEW MIDDLE LANDING VIE Wall Mount Call Station(s) (Position & Installation by Others) A(S) INITIAL RELEASEINCHES 8/18/15 1 JK REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL 11/8 ANGULAR ±O. "TION: DATE I DRN.BY CH BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY MM SUITE C CIO ST. GREGORY CHURCH I-P- MANCHESTER, NH 03109 158 MAIN STREET PH: ++1 603 669 6553 GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 1 OF 8 �]http://www.garoventalift.com GARAVENTA LIFT (NH) SECURE LIFT MAST TO BUILDING STRUCTURE AT TIE-BACK LOCATION. STRUCTURE/BLOCKING BY OTHERS 6 3/8" 42 5/8" DOUBLE 2X8 MINIMUM (IF WOOD) MUST MEET LOADS PER LOADING DIAGRAM. Ref Brkt Center LIFT MAST v+ ran= ` N .d UPPER � a ;E ` Clear Platform LANDING v Width o LLMIDDA LE E 39" t NDING Co o of 1. No return wail this side. 2. Wood Stud (Blocking) req'd 1. No return wall this side. Zl for Door frame anchoring 2. Wood Stud (Blocking) req'd NOTE: 6" for Door frame anchoring Provide clear floor space in Jamb Depth front of manual swing doors per ADA/AAB. 18" Latchside UPPER & MID LANDING PLAN VIEW clearance typically req'd. DEDICATED CIRCUIT SUPPLIED BY OTHERS: 120 VAC / 1 PHASE — 60 Hz. Conduit and devices to suit local codes and a recommended 15 amp. dedicated circuit. F NOTE!!! 55 (Minimum) CLEAR FINISHED INSIDE HOISTWAY WIDTH & LENGTH 6" 55 3/8" (Max) MUST BE HELD TO Jamb Shaftway/Pit Length DIMENSIONS SHOWN — NO Depth EXCEPTIONS. a t E41 E 011 E E D� Clear Platform c- a oa `� Length o = E 54 - A In LID ' in �_ 1. No return wall this side. U 2. Wood Stud (Blocking) req'd 3/4" c c 3/4" for Door frame anchoring Running c v Running Clearance cq x ij Clearance LOWER LANDING PLAN VIEW A(S)l INITIAL RELEASE UNITS:INCHES 8/18/15TDRN.BY JK REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: } DATE CHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY SUITE CST. GREGORY CHURCH � •��. MANCHESTER, NH 03109 158MAIN STREET PH: ++1 603 669 6553 I GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 2 OF 8 d http://www.garoventalift.com GARAVENTA LIFT (NH) y GENESIS VERTICAL PLATFORM LIFT: l Code Reference: ASME A17.1 "Safety Code for Elevators and Escalators", Part XX (Commercial Public Buildings) or ASME A18.1 "Safety Standard for Platforms Lifts and Stairway Chairlifts" General: Color — Standard (Anodized aluminium extrusions champagne finished with 16 ga. galvanized steel panels powder coated Satin Grey) Indoor Unit — Pit Mount Number of Stops — Three stop kit Drive Mast: Model — GVL—SW-144 Chain Hydraulic drive system c/w Continuous Mains Power with Auxiliary Battery Power System, Platform Emergency Lowering (shipped loose), Shoring Pin, & Pressure Gauge Motor — 2.2 kW, (3.00 HP), 24 VDC Travel Speed — 340 kg ® 5.2 m/min [750 Ib ® 17 ft/min] Power Supply — 120 VAC, single phase, 60 Hz, on a dedicated 15 amp. circuit Equipped with — Electrical Disconnect (shipped loose), Split Mast Kit Controls: Platform Controls — Push—Button (Tactile) Type c/w Illuminated Directional Buttons, Courtesy Lighting, Illuminated Round (push/pull) Emerg. Stop Switch/Audible Alarm Lower Landing Call Station — Push Button (Tactile) Surface Mount Middle Landing Call Station — Push Button (Tactile) Surface Mount Upper Landing Call Station — Push Button (Tactile) Surface Mount Equipped with — Time Delay Door Lock Platform: Size — Standard c/w grab rail, anti—skid deck and 1100mm [43 1/4"] high walls Configuration — Straight Through (180') Exit/Entry Capacity — Maximum 340 kg [750 Ib] operating load Equipped with — Arrival Gong & Digital Floor Display Door/Gates: Lower — 36" wide Steel Fire—rated door c/w Prudhomme Interlock Middle — 36" wide Steel Fire—rated door c/w Prudhomme Interlock Upper — 36" wide Steel Fire—rated door c/w Prudhomme Interlock NOTE: Fire—rated doors are to be supplied by Garaventa USA. NOTE: Factory Pre—Wire for PDO's by Others at all Landings. Shaftway. Total Unit Weight — Approximately 351 kg [773 Ib] Lifting Ht. (H2) — 2210mm [87"] lower floor to middle floor plus 89mm [3 1/2"] deep pit Lifting Ht. (H1) — 3632mm [143"] lower floor to upper floor plus 89mm [3 1/2"] deep pit NOTES: Equipped with — Mast Back Panels, Anchor & Shim Kit • All controls are keyless (unrestricted access) to comply with the new Massachusetts 524—CMR Regulations. • Do not install any glass elements of any kind in hoistway walls with out consulting with Garaventa. Significant code restrictions apply. • Power door openers are recommended for lift configurations that are not a straight through enter/exit design. Projects which must comply with ADA-2004 are required to have power door openers when the platform is anything other than straight through design. Contact your Garaventa sales representative to discuss options for door operators. A(S)I INITIAL RELEASE UNITS: INCHES 8/18/15 JK REV.1 SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: } DATE DRN.BYCHK.BY ®735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY SUITE CST. GREGORY CHURCH .��. MANCHESTER, NH 03109 158MAIN STREET CD PH: ++1 603 669 6553 I GARAVENTAFAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 3 OF 8 http://www.garoventalift.com UARAVENTA LIFT (NH) � SYM. DESCRIPTION VALUE (MAX.) L1 1000 Ib PAYLOAD (MAX.) 3335 N [750 Ib] (reactions based on or largest platform) F54 4448 N CAR (PLATFORM) WEIGHT 1110 N [250 Ib] o 0 MAST WEIGHT 2335 N [525 Ib] I F3 FLOOR REACTION 3394 N [763 lb] I R FLOOR REACTION 3394 N [763 Ib] I F54 TIEBACK REACTION #1 801 N [180 Ib] I FS-2 TIEBACK REACTION #2 801 N [180 Ib] I L1 L2 L3 PLATFORM SIZE i 764 [30.08"] 61 [2.40"] 122 [4.88"] STANDARD I I ^ MODEL MAST HEIGHT TiEBACK HEIGHT I o 144" 4327 [170.38"] 4132 [162.7"] N O 2537 [99.88"] X E SPECIAL NOTE: I to1`— These are reaction forces generated by the lift. I i Adhere to local building codes, regulations, and I + x safety factors for supporting structures. Consult a structural engineer or architect in your jurisdiction. w w i = r= U � N BASE MOUNTING DETAILS i w c 44 3/4" I o N v a Z o 43 5/8" I N w o V N I p .G Y I � 01/2" (x4) c A I .Ni The information contained in this drawing constitutes the IntellectualI Property, including, but not limited to, knowledge, trade secrets, and 50 [2"] proprietary information which is the exclusive property of Garaventa L2 Accessibility. All information contained in this drawing is to be held in the strictest confidence by the recipient, and is not to be copied, L2 disclosed to, or transmitted to any third parties without the express written authorization of Garaventa Accessibility. 1L3 @2005 GARAVENTA ACCESSIBILITY. ff— DETAIL 1 — SHAFTWAY MODEL LOADING DIAGRAM A(S) INITIAL RELEASE I UNITS: INCHES 8/18/15 JK REV. SCALE: 1:40 1 TOLERANCES: DIMENSIONAL f1/8 ANGULAR t0.5' PROJECTION: �} DATE DRN.BY CHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLYSUITE C °J CJ MANCHESTER, NH 03109 ST. GREGORY CHURCH 158 MAIN STREET co PH: ++1 603 669 6553 1 GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 4 OF 8 thttp://www.garaventalift.com GARAVENTA LIFT (NH) 01— 7 TUBE ANCHOR 2X4 WOOD STUD s" DDDR � A r� i DOOR FRAME s DOOR: PLAN VIEW I/e'ow+a+o FRAME NX SKL(M WIDTH uFr PUTRJRU QA DOOR SILL: SIDE VIE —I.4 9/16"j— DOOR 6" 44" FRAME FOR STD 36" DOOR r 50" FRAME FOR 42" DOOR �I ---- --- - --------------- — 0 FRAME PROFILE `Delay Closer 3 Sets of O Bali Bearing Hinges ® SPECIFICATIONS: ® DOOR: 18 GA, FULLY WELDED, REINFORCED 4 FOR HARDWARE Dummy FRAME: 16 GA, ALL WELDED, "ELEVATOR STYLE" Lever (FLUSH HOISTWAY) CALL STATION THRESHOLD: 3/16" DIAMOND PLT STEEL W/ 3" a (IF FRAME MNT) BREAK ON LIFT SIDE z " STEEL: DOORS do FRAMES — PAINTABLE C11 " N f GALVANNEAL STEEL (A40 ZF120) � (W/ IRON—ZINC ALLOY COATING) ASTM A-525, 526, 527 WARNOCK—HERSEY LISTED 90—MINUTE FIRE RESISTANCE (B—LABEL) VISION PANEL: 4 3/4" X 20 3/4" WIRE LITE NT FIRE do MPACT RATED WIRED GLASS INTERLOCK: IP UDHOMME ELEVATOR INTERLOCK WITH BEAK " a PULL HANDLE: DUMMY PULL HANDLE ONLY Q o� (SCHLAGE "LEVON" 626—SATIN CHROME FINISH) N M PUSH PLATE: 4' X 16" (FERUM #81 OR EQ.) (26D) DOOR CLOSER: DORMA 7400 SERIES OR EQIVILENT HINGES: 1 1/2 PAIR BALL BEARING HINGES (STANLEY BB179 OR EQ.) (4 1/2" X 4") (26D FINISH) HALL STATION: SET INTO DOOR FRAME AS SHOWN DOOR: FRONT VIEW — HAI SIDE RH AS SHOWN; LH OPPOSITE A(S) INITIAL RELEASE UNITS:INCHES 8/18/15 JK REV.I SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: -(0-­1L—_+ I DATE DRN.BY CHK.BY 735 E INDUSTRIAL PARK DRIGARAVENTA ERIES 3 GENESIS SHAFTWAY ASSEMBLY a' M �. ca MANCHESTER, NH 03109SUITE CT. GREGORY CHURCH PH: ++1 603 669 655358 MAIN STREET GARAVENTA LIFT FAX: ++1 603 669 0078 . ANDOVER MA 01845 PAGE 5 OF 8 d http;//www.garoventolift.com LIFT (NH) y i GYROTECH POWER DOOR OPENER Fy 6" WALL THICKNESS AT OPENER REQ'D GYROTECH OPENER 2x6 Header TO support Ort MOUNTED ABOVE DOOR p p OUTSIDE OF SHAFT 5 7/8" Opener INSIDE FINISH WALL OF HOISTWAY FLUSH WITH DOOR FRAME & DOOR LO i TOP OF DOOR FRAME TOP OF DOOR MOUNTING / BLOCKING DETAILS M TE Sou(Simi u�r Putcr>� SPECIFY FINISH: F--] — CLEAR ALUMINUM (204—R1) F--j — DARK BRONZE (313) SPECIFICATIONS & PROVISIONS BY OTHERS: 1. 115 VOLT AC, 5 AMP FEED OR OUTLET LOCATED AS COORDINATED — BY OTHERS. 2. MINIMUM CEILING HEIGHT OF 88 1/4" BASED ON MOUNTING OPENER AS DRAWN. ADDITIONAL OVERHEAD REQUIRED FOR WALLS THAT ARE MORE THAN 6" THICK.. 3. BLOCKING (HEADER) IN WALL REQUIRED ABOVE DOOR — BY OTHERS. 4. HOLD OPEN TIME ADJUSTABLE FROM 2 — 60 SECONDS. 5. ALLOWS OPERATION AS MANUAL DOOR IN THE EVENT OF A POWER FAILURE. 6. STANDARD COLORS: CLEAR ALUMINUM OR DARK BRONZE. A(S)l INITIAL RELEASE UNITS: INCHES 8/18/15 X REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: ({ } DATE DRN.BY CHK.BY ®735PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY rn sulr�EINDUSTRIAL ST. GREGORY CHURCH �' MANCHESTER, NH 03109 ►P �••� PH: ++1 603 669 6553 158 MAIN STREET CO GARAVENTA LIFT FAX: ++1 603 s69 0078 N. ANDOVER MA 01845 PAGE 6 OF 8 d http://www.garoventalift.com GARAVENTA LIFT (NH) a TYPICAL HOISTWAY ISOMETRIC WITH VENTILATION DETAIL Size: 144 square Inches minimum Pg.7 inches In VENTILATION Massachusetts, all enclosed, fire—rated haistways 'a" min d) must be vented to outside air. Power shut (closed) or comp . . dom or Is nerally q'd f II-nc t the ENERF Cy Cole SERVA.ngp'd for compliance to the an 3 section of the Building code, I :d to op u r t e The went must be designed to open under the following conditions: 1. Thermostat In shaft set to open vent at 90Vent Duct to Outside Air degreles F. 'BOt 2. Activation of any building fire alarm device. Maty erialhers &)design to meet 3. In the event of a power failure. HVAC building codes Also — Mork /Lobel the grill or cover of the vent with the Panel #/location and circuit breaker number. Motor for Vent: (Power supply independant from Lift power) VENTILATION Thermostat (set to remove COMPONENTS power from vent motor (By Others) To Main Alarmfmi-m - at 90 degrees F.) Smoke Detector Shaft/landinp lighting circuit by athero, Finish wall material (by others) r Independent of Ift ejectr with a minimum nt To meet applicable building code Of 5 shaft and on platforFTC of 54 tux amblom at each lrequired within landing requirement for Fire rating. Blocking in wall to support Lift most 3" Minimum thickness front walls not Purposes only. (if wood) (see loading diagram for reactions) Note; Lift Platform and Entrance I doors not shown — for clarity purposes only. 2' CX 0 M 0 Sed to UfL See for tswop II ........... ........ 0 0 ....... 00 r as ........... ......... 0 0 Z 0 Q. .... V .............. Loads,• — ............ and VIV, ........ ...................... .............. ...... ........ ..... 120 VAC I PHASE—go liz Candilt and deAm to vA IoW coda and a ncaanondod 15 aW.*dkW ckcWt JA(S)IINITIAL RELEASE UNITS:INCHES 8/18/15 JK 0.5 LA ES 3 GENESIS SHAFTW GREGORY CHURCH AIN ST T REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL ±1/8 ANGULAR ±0.5' PROJECTION: fa DATE DRN.BY CHK.BY 735 E INDUSTRIAL ARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY C" ST 09 G 3 'SUITE C ST 7P M 3 ST GREGORY CHURCH MANCHESTER, NH 03109 C', +1 03 158 MAIN STREET 4 !PH: ++1 603 669 6553 CO GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 7 OF 8 http://www.goraventalift.com t=1 GARAVENTA LIFT (NH) ."I . PROVISIONS BY OTHERS (Genesis Shaftway Vertical Lift) I PART ONE: WORK TO BE COMPLETED BEFORE SCHEDULING OF LIFT INSTALLATION 1. Provide clear and direct access to the location of the lift — to allow for delivery in place. 2. Provide permanent dedicated power to lift as coordinated by approved shop drawings and/or Garaventa Proj Mngr. 3. When indicated on drawings, provide a Fused, Lockable, Heavy—Duty Disconnect by others, located as coordinated by Garoventa's project manager. Provide auxiliary contact switch inside the disconnect for drive systems which utilize battery power. 4. Provide dry, square, and level pit of size as indicated on approved shop drawings. Design and construction to bear all floor reaction loads as shown. The floor/ base which supports the Lift shall be concrete or a design approved by a licenced engineer, and must meet fire code requirements. Exposed wood (flamoble material) floors are not permitted in the shaft or directly under the lift and must be coverred with sheetmetal or equivalent. 5. Door sill supports that are plumb and in line from floor to floor. 6. Frame rough openings or finished openings in some cases as directed by Garaventa submittal drawings. 7. Hoistway of sufficient height to allow for 6'-8" headroom clearance above lift platform when at the top landing. 8. Hoistway machine tower wall supports as necessary to bear the "tie—back" loads shown and located on the drawings. This support will be designed and approved by the architect, structural engineer, or owner's representative. Garaventa bears NO RESPONSIBILITY for the design, construction or placement of rail wall blocking or supports. 9. Provide complete, square, plumb and true hoistway of inside clear finished dimensions shown on the approved lift shop drawings. No ledges or setbacks are permitted in the hoistway. Do not construct the hoistway using architectural plans or contract drawings that were not coordinated with the lift shop drawings. 10. Provide GFI service power outlet in shaftway or within 25 feet of lower landing entrance. 11. Provide lifting beam or bracket — where required. PART TWO: WORK TO BE COMPLETED AFTER THE INSTALLATION OF THE LIFT AND LIFT ENTRANCES 1. All wall patching, refinishing made necessary by the installation of any device or fixture in any wall, floor or ceiling. 2. Provide hoistway lighting with guard — to satisfy all applicable building codes. 5 FTC or 54 LUX minimum required in hoistway at all levels. 3. Provide smoke alarm in hoistway where power—shut vent system is used. Wiring to vent or alarm panel as required for proper vent activation. 4. Provide final securing / mounting of door frames in wall. Door frames shall be flush to inside wall of hoistway. 5. Complete all painting of walls inside the hoistway, and hoistway doors. 6. In Massachusetts, all enclosed, fire rated hoistways must be ventilated to outside air. The design and type of vent must comply with applicable building code and any energy conservation sections of that code. The size shall not be less than one square foot, and must be located in the ceiling or as close as possible to the ceiling. Fixed open ventilation is not permitted without written consent from the building code enforcement agency having jurisdiction. Power shut vents may be used as long as they are wired to open under power outage, fire alarm activation, and temperature rise in the hoistway. PART THREE: GENERAL NOTES AND REQUIREMENTS 1. In Massachusetts, sprinkler systems are not authorized in Lift/Elevator hoistways or pits. If contract drawings or the local authority requires sprinkler installation, DO NOT approve the lift shop drawings until this issue is resolved. 2. Any glass installed in any Lift hoistway wall must be Laminated safety glass with code data permanently affixed to each individual panel (ASME Z97.1). The surface must be flush with the inside face of hoistway walls. 3. Provide any additional emergency signalling devices as needed for lifts located in remote areas. 4. Where power door openers are used, provide: a) source of power, b) Blocking as required for support, c) concealed wiring to remote located lift call stations. 5. Tops of hoistway walls which do not extend to the ceiling above must be designed in such a way to eliminate the possibility of their use as shelves for storing items. 6. Placement of lift and doors to be situated in relation to other adjacent building elements to allow for full compliance to the ADA, AAB 521—CMR or equivalent local codes or regulations and local building codes. Garaventa bears no responsibility for building structures not associated with the lift or hoistway which may impede on clear floor space required for accessing the lift. 7. Provide for any and all items identified as "by others" on lift shop drawings. 8. Lift installation, and all associated construction items and accessories must be complete before lift inspection with state officials may be scheduled. 9. In Massachusetts — A buzzer & intercom system is recommended. The intercom should be provided at the lift and connected to a location w/in the building where assistance may be obtained. This may become a requirement by 521—CMR in the future. 10. Provide safe working environment for installation crew. Warn workers in advance of any hazardous conditions which may be present. A(S) INITIAL RELEASE UNITS: INCHES 8/18/15 1 JK REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR f0.5' PROJECTION: � fa DATE DRN.BY CHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY w sulrE c ST. GREGORY CHURCH MANCHESTER, NH 03109 c0 PH: ++1 603 669 6553 158 MAIN STREET GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 8 OF 8 http://www.garaventalift.com GARAVENTA LIFT (NH) Michael A.Collins Co. FED ID#02-0326800 C (DPY 429 North Main Street Salem, NH 03079 c, Contractors License CSFA-061961 Home Improvement #149508 St.Gregory Armenian Apostolic Church 158 Main Street North Andover,MA 01845 AGREEMENT Agreement made this 3rd day of November,2015 by and between Michael A.Collins,d/b/a Michael A. Collins Co.(the"Contractor"),and St.Gregory Armenian Apostolic Church (collectively,the"Owner"). WHEREAS,the Owners desire to retain the Contractor to install a Garaventa Wheelchair Lift at 158 Main Street,North Andover,MA(the"Property"). As drawn by Joel Silverwatch Architects LLC. NOW THEREFORE,the parties intending to be legally bound,hereby agree as follows: 1. SCOPE OF WORK. The scope of work,or Project,shall consist of the installation in the existing building of a Garaventa Wheelchair Lift.The work will begin on November 10,2015 and will be completed by January 1,2016. 2. Owners responsibilities. 2.1 The Owners shall provide to Contractor full information regarding their requirements for the Project. The Owners hereby designate Richard Shahtanian as the person who shall be fully acquainted with the scope of the work,and who has authority to approve changes in the scope of the work,render decisions promptly,furnish information expeditiously,and execute all necessary documents on behalf of the Owners to complete the Project,including requests for payment and all necessary applications to governmental authorities. 2.2 If the Owners become aware of any fault or non-conformance in the Project or Plans,they shall give prompt written notice thereof to the Contractor. 2.3 The Owners shall provide and pay for the Builders Risk Insurance required for the Project, and name the Contractor as Co-Beneficiary. 3. Contractor's Responsibilities. 3.1 The Contractor shall be responsible for obtaining the completed Plans and for obtaining all necessary permits required by governmental authorities in order to complete the Project. The Owner agrees to Pay for or reimburse the Contractor for the cost of the Plans,Engineering and all necessary permits or application fees incurred to construct the Project over and above the guaranteed maximum price. 3.2 The Contractor agrees to use his best efforts to complete the Project. 3.3 The Contractor shall be free to retain any subcontractor or agent whom the Contractor desires to employ in order to complete the Project. 4. Cost of the Project: Contractor's Fee. The parties agree that the Contractor shall construct the project on a cost basis(cost+ 10% mark up+ 10%fee). The Contractor shall be paid his fee with each progress payment received and the balance,if any,shall be paid at the time of final payment. The guaranteed maximum price including contractor's fees shall not exceed$39,760..00 except as hereinbefore or hereinafter provided. 5. Changes in the Work. 5.1 The Owner may make changes in the work provided that the Contractor shall agree to such changes. The Contractor shall be paid a 20%Fee on all changes which increase the cost of the work. The estimated value of each change in the work shall be added/or deducted from the guaranteed maximum price. 5.2 If changes in the work are required to comply with local,state or federal laws,rules, regulations or requirements which are not applicable at the time of the execution of this Agreement,the guaranteed maximum price shall be adjusted to reflect the cost of such changes. Such changes shall include,by way of illustration and not limitation,compliance with the Environmental Protection Agency rules and regulations,air and water pollution control or wet lands regulations and other agencies and authorities. 6. Payment for the Project. On behalf of the Owners,the Contractor shall submit requests for progress payments. As indicated in Paragraph 4,each progress payment shall include the Contractor's fee for the proportionate cost of the Project. 7.A Hazardous Waste. The Contractor shall have no responsibility with regards to any hazardous waste discovered on the Property. If the Contractor encounters hazardous waste at any time during the Project,the Contractor shall notify the Owners,who shall have the sole responsibility to remove said hazardous waste at their sole expense. The Contractor shall be entitled to suspend all work on the Project until said hazardous waste is removed to the satisfaction of all necessary,federal,state,or local governmental authorities. If the Project is suspended due to hazardous waste on the Property,the Contractor shall be entitled to payment of his proportionate to the cost of the Project up to that time. 7.13 Ledge. The Contractor will have no financial responsibility within the contract price. 8. Termination of the Contract. If the Owners terminate this agreement for any reason,the Owners shall reimburse the Contractor for any unpaid costs of the work due the Contractor plus the unpaid balance of the Contractor's fee computed upon the cost of the work to the date of termination at Contractor's 20%fee. 9. Miscellaneous Provisions. This agreement shall constitute the full and complete Agreement of the parties. Any modifications or amendments to this Agreement shall be in writing and signed by all of the parties hereto. This Agreement shall be binding upon the heirs and executors of the parties,and shall be governed by the laws of the State of New Hampshire. 10. All home improvement contractors and subcontractors shall be registered and any inquires about a contractor or subcontractor relating to registration should be directed to: Office of Consumer Affairs and Business Regulation Ten Park Plaza,Suite 5170 Boston,MA 02116 Phone(617)973-8700 11. Arbitration: The contractor and the owner hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in MGLcI42A. /4 Owner Contractor NOTICE:The signatures of the parties above apply only to the agreement of the parties to alternate dispute resolution initiated by the contractor. Wi 9 ss 1&hlafrd Shahtaman,Chairman Date St.Gregory Armenian Apostolic Church CA itn s Michael A.Collins Date DB/A: Michael A.Collins Co PAGE 3 11-03-' 15 15:09 FROM- 603-641-5062 T-419 P0001/0001 F-118 At G QD DATE(MM)2 015Y) `� CERTIFICATE O� LIABILITY INSURANCE 11/3/2015 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 pollcy(ies) must be endorsed. If SUBROGATION 15 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). PRODUCER NAME: Sylvia Allard FIAT/cxoss Insuranea PH NE (6031669-3218 PAX . (603)645-4331 1100 Elm Street an TI It. .sallard@crossag©ncy.com INSURERES)AFFORDING COVERAGE NAIC N Manchaster NE 03101 IN8URERA-T0d0r insurance INSURED INS RERa Travelers Property Casualty-9;0 of 25674 Miohael A. Collins Company INSURERC: PO BOX 281 INSURER D: IN URER E; North Salem NH 03073-0281 INSURERF: COVERAGES CERTIFICATE NUMBER:15-16 GL b WC 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 THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCI: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 PppA��I��D CLAIMS. ILTR TYPE INSURANCE AD POLIO Y NUMBER MMIDo EFF MMTno LIMITS X COMMERCIAL GENERAL LIARJUTY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE �OCCUR PREMIRF>GE T FaEorrTiiE"nrw $ 100,000 NPP8274054 6/19/2015 6/19/21316 MED EXP(Any one person) $ 5,000 PERSONAL B,ADVINJURY S 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 5 2,000,000 R POLICY❑528f El LOG PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: S AUTOMOBILE LIABILITY U MBINED INGLE LIMIT S (Fa acdd ANY AUTO BODILY INJURY(Per person) $ AALL UTOS OWNED SCHEDULED BODILY INJURY(Peraccldent) $ AUT NO"WNED PROPERTY DAMAGE $ HIR50AUTOS AUTOS Peraeddenl a UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIM&-MADS AGGREGATE $ DED I I RETENTION $ '.. WORKERSCOMPIENSATION T1B6255Pd9 X PER ETH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN NIA (3a.) Na E.LEACH ACCIDENT 5 100,000 H OFFICERIMEMBER EXCLUDED? a (Mandatory In NH) Micha 91 Collins exoluded 6/13/2015 6/13/2016 E.L.DISEASE-EA EMPLOYEE $ 100,000 If Yes.descnbe under DESCRIPTION OP OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DE$CR)PTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Addflional Remarks Schedule,may be atwchod if more space to rcrrulred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE St. Gregory's Armenian Church THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 138 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Jill Charnley/JSC 0 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS02519mwtl U Massachusetts-Department of Public Safety Y Board of Building Regulations and Standards %frTir"tiiiiiiR7'i."lis=leiriStli i ct �8liiii7 License:CSFA-061961 �— "i 1r:'rry 1, A icbsel A Collins PO Boz 281 North Salem NH Lof VU J�„„,�jj it,Ii .)1'141�• Commissioner Expiration 07/07/2017 �e�a��c�reaattoerrl�af.�G-�lrrttrrc�rreelYJ Office of Consumer Affairs&Busifiess Regulation OME IMPROVEMENT CONTRACTOR egistratton: 149508 Type: ©', piration: Ut8/2016 Individual MICHAEL A COLLINS; MICHAEL COLLINS 429 NORTH MAIN ST SALEM,NH 03079 Undersecretary a rEverGreen Environmental Health li Safe ty,Inc w,2, Conducted by Associated General Contractors of Vermont ') Certificate'ofAttendance and Successful Completion' Renovator Initial-English Per 40 CFR 745.225 Mike Collins P.O. Box 281 N.Salem, NH 03073 Certificate Numbwl-" a 11-1-19630-10-00288 T