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HomeMy WebLinkAboutBuilding Permit #628-16 - 158 MAIN STREET 11/19/2015 � I tWORTANLAs , 1 • 1 • • i •. • at ., S�} ......_ r?iT>.�r2 a"'"�,.v "' 'fit, a5?i+•- r 'AR „�04. � �[�"'`.c,� 74 � se� "�: . *t”. ro 7w 7 G �t tF3 �ti�kt �~�� � i"�� ���� i ��;c t�c'F!d`-•d'',i?-.�'��.�Si _ �fi�,j7`.�+r c""{5i ^` tx +t&° .�.���14C���� � . - == iYf tltcltX gfi ?R s 3 Sty � n 'tea' f;.... . .`fix' ...'. .......... - .. 1 c_c%,•r_.4,.�..J!{y_.+6F, .�:, y n_,m . ` Mr.. - • ' ' • i • - One family- • • I Two or • - farly • :� • • No.of-un-its- ID f - 1 -0 Other CUM --t I ...•,.' ``=t ,.-ate o -{ t"�"" -•^zjta ' �' ft- g.. �'�#L :aiv'•y WM4n , - • %V1111W, Jilin awl �► �' fi i fie& A w- NA, qW, m .•.3'-�l> n... a' 'aar "3s{r `+" '� ,R` kr'��+ l� fax u .�-'�xkr '• Ta '"3 '`. 3�`„ ' ....�,'ari'�t s ',;;,A ' ' .S" 1" ' .F F�1��_'iP ani{xV�`'u� A . .f 7 .. "'4 r s 3k+ .. NA F a smy a.r 'C•"' .= _. 'n,":�t f fi F•a 'fit Y .�� A S. §S,-1 '� F 1`�'.*38z 7t''y' 4ycx'+`E. z3 t �U .Y '•`x' +r 1&--ka�C '(�" ..y! . • • FI •, rIF IF • • • • ► • IF . r J d � l IAOR BUILDING PERMIT �T 0, TOWN OF NORTH ANDOVER ' APPLICATION FOR PLAN EXAMINATIONco,* ,� m""a Permit No#• Date Received .SSacHus� ' Date Issued: IMPORTANT: Applicant must complete all items on this page _.� t 10 y ea~r Srucf rue es no � ) I ��IVIAPt W_�IPARCEL;_ ,tZONI;NG�DI`STIRICT 1FiistoriclDistict? yesr 1no� p Machne. ,Shopwillage. ,yeno, TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family 0 Industrial 0 Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other - -..,�-_--d:�-- -may- � - ti-,.�:��_�-- -. f.�.._..-�-�- -- ;�- �,�-�;-�•--_..--__,.� Septics 40tWell , 0�(FI©otlplanWetlantls� I; _qC tUVatersied ®strrct€ DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: ll�Homealmproue,mentlLce#nsek i®ate;. ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the_guaranty fund ;S:ignature_ofAgent/Owner r'` t ,Si nat=ureof,�contractor:.;fi�; �_ _g — J Plans Submitter! ❑_ Plans Waived.❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanniug/MassageBody Art ❑ Swimming Pools - ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dempster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Pl,@nning Board Decision: Comments CEnservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: EPAR �T - �- Located 384 Osgood Street JIFIRE D�„ IMEf�T =TempD:umpsteTon4site" eyes '� {LocatQ a tfi1p2411%IainyfSt - {Fir�e�fDep'a_rtment��ignature`/dates Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10041000 fine NOTES and DATA— (For department use) LJ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products DOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products IOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location� q�h 1 No. '' Date al i • - TOWN OF NORTH ANDOVER S�' tea, • • • r Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $� Other Permit Fee $ TOTAL $ �_ f Check# � Building Inspector Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 39,760.00 m $ - $ 477.12 Plumbing Fee $ 59.64 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 59.64 Total fees collected $ 696.40 158 Main Street 628-16 on 11/19/2016 wheelchair lift install NORTH Town of . t �. Andover ver, Mass COC NIC Nl WICN �1' AERATE O S V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System &"A BUILDING INSPECTOR it THIS CERTIFIES THAT ..................r: .... .. ........ . . .....(W.;wrj0(4W.00W.............. Foundation has permission to erect .......................... buildings on j.. . ...... .....M'A.................... � - .� I.......4AM. r...C !AS .......*ihe: Rough to beoccupied as ............ ........................... Chimney provided that the person accepting this permit shall in every respect conform toms 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 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI TAR Rough Service ................ ... ...... ...i4two............................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough .Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. E rrr� GARAVENTA LIFT i SUBMITTAL COVER SHEET t St Gregory Church Genesis SW GVL- SW - 144 Owner: St. Gregory's Armenian Apostolic Church 158 MainStreet North Andover, MA 01845 Architect: �5����D 41 tir, C� gILVF � Silverwatch Architects, LLC No.9671 I I 155 Londonderry Road gq EM Windham, NH 03087 I Garaventa USA, Inc. www.GaraventaUSA.com Suite C-735 East Industrial Park Drive, Manchester NH 03109 Phone: (603)669-6553 Fax: (603)669-0078 i VA=TED AVE sEE!t RENEWEDAND PDIMD THAT THEY ARE:AS DRAWN.-NO CHANOES. \��EFtED /T 1:3 ACCEPTIM AS�� MAKE�� ILV___Fp, Smoke Detector— by others (For vent actlwtlon). Vs+�y wiring to alarm panel or vent — by others Q NOT Age0qM.PLEASE REVW AS NOTED AND RE— T FOR APpRDV No 96 1 Shaft landing lighting circuit by othersIndependent of lift electric with a minimum slam of 5 FTC or 54 LUX ambient required within shaft and on platform at each landing. Enclosed Fire Rated NHJ`'� Provide shatter proof guard for light in shaft Hoietwaye require r`Z` ventilation to outside air ,. By others. See Page 07 for mon detalls. } 1 1 } r ::77 Power for I1 rn Z c Door Opener i 115 Volt AC ; ,1 0 o' In a } (by others) Attach Most to i �1 � '' 0 = Q 0 ' Wall per Loading = I' II II II o 0 1 [Power Opener = Diagram , , „ „ :: L. co E Supplied by } I ',• „ I E � L. Garaventa USA -- .� '1 M O LO Fire Door t Go •`ODN OD ' tt 1 By GUSA � (1 II Minimum Double ; t 1 2x8 Blocking '.:�•"• : :t ti ,t 1 in wall — 'h' _. . t~`• ; ' by others ; I 111 11 II = I Power for 1 u u Door Opener. } 115 Volt AC i Iu (by others) t [Power Opener J��\ I ( } _ , Supplied by Q , Fire Door, 1 t -- ; Garaventa USAI �. ' By GUSA .. o �; ' o E 0 -- lud 0 Y OD LV U = i • '1 a 0- j O i I' I I y v U 1 i n a3 1 I L L 0 I I 4) nnn � I I 0) i= , ' 11 11 ao 0 4 i an uu f m 1 o . I LU1 I • I t t < � t Fire Door i I N 06 CL t 1 \ O \ 0 SOWER & UPPER LANDING VIEW a MIDDLE LANDING VIEW Wall Mount Call Station(s) (Position & Installation by Others) i A(S) INITIAL RELEASE UNITS: INCHES 8/18/15 JK REV.I SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: } DATE I DRN.BY CHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY SUITE cST. GREGORY CHURCHca MANCHESTER, NH 03109 158 MAIN STREET CO PH: ++1 603 669 6553 I GARAVENTA LIFT FAX: ++1 603 669 0078 N. :ANDOVER MA 01845 PAGE 1 OF 8 d http://www.garaventalift.com GARAVENTA LIFT (NH) a SECURE LIFT MAST TO BUILDING STRUCTURE AT TIE-BACK LOCATION. STRUCTURE/BLOCKING BY OTHERS 6 3/8" DOUBLE 2X8 MINIMUM (F WOOD) 42 5/8" MUST MEET LOADS PER LOADNG DIAGRAM. Ref ^Brkt Center I UFT MAST C �\ c UPPER CL ` Clear Platform MIDDLE LANDING '* o �\ Wi3go L LANDING 3 o c v 0U_ o of 1. No return wall this side. 2. Wood Stud (Blocking) req'd 1. No return wall this side. for Door frame anchoring 2. Wood Stud (Blocking) req'd NOTE: 16" 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. \Fy NOTE!I I 55" (Minimum) "CLEAR FINISHED INSIDE D HOISTWAY WIDTH & LENGTH 6" 55 3/8" (Max) MUST BE HE D TO — NO Jamb Shaftway/Pit Length EXCEPTIONS. Depth o t c t � E E V ��\F .. E E : D Clear I th orm Len o d d g o, E \ 54" o LO cD o � 0a L \ Lo Lo N `�_ « 1. No return wall this side. 2. Wood Stud (Blocking) req'd 3/4" iv c U o 3/ 4" for Door frame anchoring Running c `v Running Clearance a x v Clearance LOWER LANDING PLAN VIEW FI(S) INITIAL RELEASE UNITS:INCHES 8/18/15 JK V. SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: DATE IDRN.BYICHK.BY GENESIS SHAFTWAY ASSEMBLY 735 E INDUSTRIAL PARK DR. SERIES 3 Gp� SUITE cST. GREGORY CHURCH 4 .��. MANCHESTER, NH 03109 158 MAIN STREET c° PH: ++1 603 669 6553 I • 'FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 2 OF 8 �b http://www.garoventaiift.cam I[GARAVENTA LIFT (NH) y GENESIS VERTICAL PLATFORM LIFT: 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 j Drive Most: 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 Most 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 j 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. Shoftway. 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 j through enter exit design. Projects 9 � g � s 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. ES) INITIAL RELEASE UNITS:INCHES 8/18/15 JK . SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR 1-0.5' PROJECTION: DATE DRN.BY CHK.BY � I 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAF`I'WAY ASSEMBLY O� SUITE cST. GREGORY CHURCH � MANCHESTER NH 0 i �•� PH: ++1 603 669 6553 158 MAIN EET Co GARAVENTA LIFTFAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 3 OF 8 http://www.goraventalift.com fiARAVENTA LIFT NH a SYM., DESCRIPTION VALUE (MAX.) L1 1000 Ib PAYLOAD (MAX.) 3335 N [750 Ib] (reactions based on F9 = or largest platform) F54 4448 N CAR (PLATFORM) WEIGHT 1110 N [250 Ib] MAST WEIGHT 2335 N [525 Ib] FS FLOOR REACTION 3394 N [763 Ib] I R FLOOR REACTION 3394 N [763 Ib] F5_1 I TIEBACK REACTION #1 801 N [180 Ib] TIEBACK REACTION #2 801 N [180 Ib] L1 L2 L3 I PLATFORM SIZE 764 [30.08"] 61 [2.40"] 122 [4.88"] STANDARD MODEL MAST HEIGHT TIEBACK HEIGHT I c 144" 4327 [170.38"] 4132 [162.7"] I IN o 2537 [99.88"] X • E E v SPECIAL NOTE: I M � W These are reaction forces generated by the lift. I + x Adhere to local building codes, regulations, and safety factors for supporting structures. Consult a structural engineer or architect in your jurisdiction. I s c F U N BASE MOUNTING DETAILS I w c F m 44 3/4" I z 0 43 5/8" �_ 0 Y N i I � V ' m 01/2" (x4) n c c0 A ' N .. The information contained in this drawing constitutes the Intellectual Property, including, but not limited to, knowledge, trade secrets, and 50 [2"] proprietary information which is the exclusive property of Garovento 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 Garovento Accessibility. F4 F3 13 @2005 GARAVENTA ACCESSIBILITY. DETAIL 1 — SHAFTWAY MODEL LOADING DIAGRAM A(S) INITIAL RELEASE UNITS:INCHES 8/18/15 JK REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR f0.5' PROJECTION: 4E4. . DATE IDRN.BYICHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLYSUITE C CIO rn MANCHESTER, NH 03109 ST. GREGORY CHURCH PH: ++1 603 669 6553GARAVENT158 MAIN STREET co • LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 4 OF 8 �b http://www.garoventalift.com GARAVENTA LIFT (NH) y TUBE ANCHOR— 2X4 WOOD STUD s" Dona A ri DOOR FRAME 6 DOOR: PLAN VIEW 1/rowe FRAME ( WIDTH I.►T RAT M DOOR SILL: SIDE VIE --r4 9/16"1— DOOR 6" 44" FRAME FOR STD 36" DOOR r 50" FRAME FOR 42" DOOR �{ I I A FRAME PROFILE 0 -Delay Closer 3 Sets of O Ball Bearing 0 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' N 2 (IF FRAME MNT) BREAK ON UFT SIDE \ 0 STEEL DOORS & FRAMES — PAINTABLE Z 0 j GALVANNEAL STEEL (A40 ZF120 Go 0 a (W/ IRON—ZINC ALLOY COATING) ASTM °D A-525, 526, 527 WARNOCK—HERSEY LISTED 90—MINUTE FIRE RESISTANCE (B—LABEL) VISION PANEL: 4 3/4" X 20 3/4" WARE LITE NT FIRE & 15" IMPACT RATED WIRED GLASS to INTERLOCK: PRUDHOMME ELEVATOR INTERLOCK WITH BEAK PULL HANDLE: DUMMY PULL HANDLE ONLY v w (SCHLAGE "LEVON" 626—SATIN CHROME • "� FINISH) co 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 — HAL Sing RH AS SHOWN; LH OPPOSITE A(S)II ITIAL RELEASE UNITS:INCHES 8/18/15 1 JK REV.I SCALE: 1:40 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: 0AE91 DATE IDRN.BYICHK.BY 735 E INDUSTRIAL.PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLYSUITE CCIO CO .��• MANCHESTER, NH 03106 ST. GREGORY CHURCH PH: ++r 603 669 6553 158 MAIN STREET GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 5 OF 8 d http://www.garoventalift.com IGARAVENTA LIFT (NH) a GYROTECH POWER DOOR OPENER F� D� 6" WALL THICKNESS AT OPENER REQ'D 2x6 Header GYROTECH OPENER MOUNTED ABOVE DOOR „, TO S U p p 0 rt � OUTSIDE OF SHAFT5 7/8” Opener INSIDE FINISH WALL OF HOISTWAY FLUSH WITH DOOR FRAME & DOOR TOP OF DOOR FRAME TOP OF DOOR MOUNTING / BLOCKING DETAILS 11r owioio RA Su(SMI) SPECIFY FINISH: ❑ - CLEAR ALUMINUM (204-R1) F-� - 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) INITIAL RELEASE UNI TS. INCHES 8/18/15 JK REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL f1/8 ANGULAR t0.5' PROJECTION: *Qj DATE IDRN.BYICHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLYSUITE 01 CST. GREGORY CHURCH MANCHESTER, .��. NH 03109 �p PH: ++1 603 669 6553 158 MAIN STREET i GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 6 OF 8 d http://www.garaventalift.com IGARAVENTA LIFT (NH) a i VENTILATION OF LFT SHAFTWAY (By a hent 0_TYPICAL HOISTWAY ISOMETRIC WITH VENTILATION DETAIL Size: 144 square Inches minimum Pg.7 In Massachusetts, all enclosed, fire-rated hoistways must be vented to outside air. Power shut (dosed) damper Isgenerolly req'd for compliance to the ENERGY CONSERVATION section of the Building code. I The vent must be designed to open under the I following conditions I Vent Duct to Outside Air 1. Thermostat In shaft set to open vent at 90 (By Other) hetF. I Material & design to meet 2. Activation of any b aro dorm device. HVAC/buhding codes S. In the avant of o poowerwer taNuro. I Also - Mark /Label the grill or cover of the vent = Motor for Vent- with entwith the Panel //location and circuit breaker number. I (Power supply independant from Lift power) VENnunON Thermostat (set to remove COMPONENTS B Others) power from vent motor y at 90 degrees F.) To Main Alarm Pand _- I i ' I I ' iI I 11j ' Smoke Detector Shaft/landing fightingydra,it by ofhem Independent of oft Nectic i h o minimum Finish wall material (by others) ' i 'I II i iii of S FTC or 34 LUX ambient requited within To meet applicable building code III I i , III II I shaft and an platform at each I°ndnq requirement for Firerating I I u I 11!=i Iii =ilk ii' I i ' Iii IiI illi n Blocking in wall to support Lift most Note: Side and front walls not III I I n I shown - for clarity purposes only. 3 Minimum thickness (if wood) (see loading diagram for reactions) III I I I I II i Ii' Note. Platform and Entrancft not e shown - for darlty i i i I i I Ii 1 iii „ Purposes ordy. If I I, illi i iiI IiI III Ii iii iiI iiI IiI 'fes IiII ill uI ii ' o' o II iii , „ I ul ii �•• 5 rn =iiI ni iI' a .. 0t1 Ii illi ii i ii .... .... M ill I�'i IiI iiI II . w I it =i I I 1�i iiI ii II ' 'I II ID o iii k>a..r ', '� . ii 1` at I' tes0 to UR •�'i' 'I C V Y # I, for dhaN �. 'C a II r CO D 5 I�/ ,••• a CL If v z . .; eae=i 'PR .................. ID ��.. dAUA►rs;'lsta►)'.Afusf.'.'.'.'.'.'..' 1'.�ft'.tAP '.'.':.....:'. ,•i�� ....and how•a non�comb'u'etlble•': .... ... ' ' mOEDe.AIFn 01100 aoolen 9Y anEes VAC/i RIASE-Qe kt CoI1dWt and ds 1, to salt k od cWn and If ncm muted 15 ark%dsdboW dmWL A(S) INITIAL RELEASE UNITS: INCHES 8/18/15 1 JK REV.1 SCALE: 1:40 1 TOLERANCES: DIMENSIONAL t1/8 ANGULAR t0.5' PROJECTION: 04ZI DATE IDRN.BYICHK.BY 735 E INDUSTRIAL PARK DR. SERIES 3 GENESIS SHAFTWAY ASSEMBLY ��suITE c ST. GREGORY CHURCH MANCHESTER, NH 03109 158 MAIN STREET CO PH: ++1 603 669 6553 GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 7 OF 8 http://www.garoventolift.com GARAVENTA LIFT (NH) a , PROVISIONS BY OTHERS (Genesis Shaftway Vertical Lift) 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. j 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 sheetmetai 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 UFT 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. EA(S) INITIAL RELEASE UNITS:INCHES 8/18/15 JK REV. SCALE: 1:40 TOLERANCES: DIMENSIONAL f1/8 ANGULAR 10.5' PROJECTION: } DATE I DRN.BY CHK.BY SERIES 3 GENESIS SHAFTWAY ASSEMBLY 735 E INDUSTRIAL PARK DR. p� SUITE c ST. GREGORY CHURCH •�.• MANCHESTER, NH 03109 158 MAIN STREET CO PH: ++1 603 669 6553 I GARAVENTA LIFT FAX: ++1 603 669 0078 N. ANDOVER MA 01845 PAGE 8 OF 8 �b http://www.garoventalift.com JIGARAVENTA LIFT (NH) a D Michael A.Collins Co. FED ID# 02-0326800 Cory 429 North Main Street Salem, NH 03079 Contractors License CSFA-061961 Home Improvement #149508 St.Gregory Armenian Apostolic Church 158 Main Street North Andover,MA 01845 i 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. s 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 Led e. 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. a � 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 MGLc 142A. 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. /2 Wi ss 'chard Shahtanian,Chairman Date St.Gregory Armenian Apostolic Church itn s Michael A.Collins Date D/B/A: Michael A.Collins Co PAGE 3 11-63-' 15 15:09 FROM- 603-641-5062 T-419 P0001/0001 F-118 A��0 DATE(MMIDDNYM 4 CERTIFICATE OF 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 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 andorsement(s). PRODUCER NAME: Sylvia Allard b'IAI/Cross Insurance NnngFs=i�� )669-3218 FAIL ,603)646-4331 1100 Elm Street d@crossagol7cy.com INSURER(S) AFFORDING COVERAGE NAIC b Manchester NH 03101 INSURERA-Tudor insurance INSURED INS RERa-Travelers Property Casualty Cc of 25674 Michael A. Collins Company INSURERC: PO BOX 281 INSURER D: IN URERE: North Salem NH 03073-0281 1 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 GL 6 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 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. W1 IS IN TYPE OF INSURANCE A EFF M POLI YNUMBER am9on LIMITS R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 A CLAIMS-MADE OCCUR PRFMIRFR FaoNsEirtOanra $ 100,000 NPP8274054 6/19/2015 6/19/2016 MED EXP(Any one Demon) b 5,000 -PERSONAL BADVINJURY L 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 5 2,000,000 R POLICY EGT El LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT E ANY AUTO BODILY INJURY(For person) _ AALLOSNED SCC41EED BODILY INJURY(Peraccldent) 8 NOWOWNED PROPERTY DAMAGE3 HIREDAUTOAUTOS S AUTOS Peracddent a UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS &dUB4Z55P49 S PER OTH- AND EMPLOYERS'LIABiLITY YIN TLJER ANY PROPRIETOR/PARTNER/EXECUTIVE (3a,) NB E.L.EACH ACCIDENT S 100,000 OFFICER/MEMBER EXCLUDED? ❑y N/A H (Mandatory In NH) IcLchactl Collins excluded 6/13/2015 6/13/2016 E.L.DISEASE-EA EMPLOYE 3 100,000 it Yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addltional Ramaft St:heduin,maybe attached II'mors space is requited) 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 �i✓S�� S. � - 0 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 r7nmo Massachusetts-Department of Public Safety Board of Buildin 9 Regulations and Standards ie7'ri,j(iT i License:(SFA-M1961 Michael A Collins PO Box 281 North Salem Ng ` If s 92— CommissionerExpi ration 07/07/2x17 V/te �Au�f7rneavuoe�l� G��Zcr4rt2citaJe/�3 Office of Consumer Affairs&Bug gess Regulation OME IMPROVEMENT CONTRACTOR egtst ation: 149508 Tgpe: iration:. 1/18/2016 Individual. MIC ELACOWNS .- MICHAEL COLLINS 429 NORTH MAIN ST " .. SALEM,NH 03079 Undersecretary EverGreen Environmentat Health E Safety,Inc:- Conducted by Associated General Confractors " tt ---� of Vermont , Certificate•of Attendance and Succbssfu[Completion. Renovator Initial-English Per 40 CFR 745.225 ' Mike Coffin P.O.Box 281 N.Salem, NH 03073 - Certificate Numbed:-. R-1-14630-10-00ias'