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HomeMy WebLinkAboutBuilding Permit #135-13 - 1003 OSGOOD STREET 8/16/2012 NORTFi I DING PERMIT o sL�o qti BU L b o TOWN OFA NORTH ANDOVER ?: �°"'`-:`-��' ` °� APPLICATION FOR PLAN EXAMINATION _ ,� �� Date Received Permit NO. X1,9 rep CH SSACHt1s� i Date Issued: IL16 `�TANTT :Applicant must complete all items on this page 5'� e'�' 5 ! r �'3^ � .-^fir t ' `$"' '✓., =v t} 7, "ac x� /_00 3 � d'rS - a -Plh 7. e �PR®PERYY ®,WNE ?7F , 3L C _ter hz -�� -- P��t € zZONING DISTR,ICT� _ Historic D stnct' 'r ems P rno ' �•, MA;NOS BAR,►CEL� ,�� ,�. �y tiJ vdI Lk TYPE n � TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family dition Two or more family Industrial era ion No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition._ Other r3 Se'tic = 3Well � rFlo d a n WetlandsWatershed ©ist ctm , P f ' 'UUater/Sew_ e r i _ . .t�i.<r...3....��_ _2.... -�._�s��:L�.�:u:_y�-e.z:.-..'�.as.�-..-. u�.a$ze..,�..,,�. ...��a-ai1i, ., ...�. "f+iAo DESCRIPTION OF WORK TO BE PREFORMED: Goo N!bATIto oNky Identification Please Type or Print Clearly) �• OWNER: Name: 0--qg,00 6,_P 0 P_FI11 I R S 4 k r Phone: 7n Address: . 4 L) D U o 84 a-� ?+�aM+,^.^^A.,R--••-- ,:rte. r^^�,�. ., F�..�....�..�Y.f� _r!?.,-+S. -g1 , 7., 772 .'r a CONTRA°CTOR Narne� (r/�►�-5:�fl} 5 Ix1�Phone7�7b Add_ ess �_�_ _ (). U� yt' �i✓ S`%- .9� 1�­Al A. -� _SupertvisoCsoristructo +License X01 b ry a Exp•' ,Date _D o f ' a� !r�'-a �. � �; - }'' s., '�'� v�^'__"t���`s-�h�-�.�.,�^.•�������`"'cr '�.-� a�q' ' �,'"'.G,r T" �HommPv�eme�n`tceriseA� r �: � - .`. _ ARCHITECT/ENGINEER 4N0 S � �� Phone: S08- 6 3-'t ) N I fl X 0 1 _5 � Address: l.' t) 5 (:W(,--TO SRe No. do A l'T L.E l R r�� g' FEE SCHEDULE.BULDIN G PERMIT:$12:00 PER$9000.00 OF THE,TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. .106 Total Project Cost: $.. FEE: $ Check No.: �a Receipt No.: ;, Z5 6'2 NOTE: Persons contracting with unregistered contractors do not have,access to the guaranty fund Signature of Agent/Owner Signature!of,contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT V 1, ! COMMENTS CONSERVATION Reviewed on Signature Au5zi"� COMMENTS zi HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments ` Conservation Decision: Comments Water & Sewer Connection/Si nature D Drivewa Permit DPW Town Engineer: Signature: Located A4 Os ood Street _FIRE DEPARTMENT Temp`D mpstyer}on site yes r �. son O� Locatedat 124 Main Street ,• f FireDepartmentsign'ature/dateiK�` k r.t. ,y.,u ,r ,,�♦ , �i, �, y'':,s 17o COMMENTS,..'- 1 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.$100-$1000 fine NOTES and DATA— (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 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 o Building Permit Application Li Workers Comp Affidavit Li Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract ❑ Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Li Building Permit Application o Certified Surveyed Plot Plan Li Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses a ❑ Copy Of Contract a Floor/Crossection/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 NOTE: 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 o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ Mass check Energy Compliance Report Li Engineering Affidavits for Engineered products VOTE: 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:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 1002 Location r No. �j Date • - TOWN OF NORTH ANDOVER . - - Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ /�Q Other Permit Fee $ TOTAL $ Check c�— 7 25621 l�Building Inspector CLIENT GRASSO CONSTRUCTION Nor Turnpike Street North h Andover,Massachusetts DEVELOPMENT MIXED U l ARCHITECT ANINOINCORP1003 OSGOOD STREET 1255North Washington Streettreet North Attleboro,Massachusetts ,I NORTH ANDOVER, MASSACHUSETTS 3+c.! IIONSi'' t I Permit Set April 5, 2013 GENERAL NOTES INDEX OF , DRAWINGS LOCUS MAP I THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE GENERAL FIRE PROTECTION SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE ORDERING COVER SHEET. FIRE PROTECTION SYSTEM TO BE DESIGN BUILD '`��'s,_ ANY MATERIAL AND PRO,EEDIN6 WITH THE WORK.INGLUDIN6 EXI5TIN6 AND ID1.1 CODE REVIEW PLAN T. PROPOSED FLOOR ELEVATIONS. _ �,, .ar + 2-THE CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 TO THE ARCHITECT ANDCIVILPLUMBING RECEIVE THEIR APPROVAL BEFORE FABRICATION OF THE MATERIAL. PLUMBING % 1- 4 { j,,�lljjy�}}� pr �r r� 1 j � . d, � I ✓`"� TFW FAm3ad 3-ALL WORK SHALL CONFORM TO THE STATE'S BUILDING CODES WITH ALL ISSUED UNDER SEPARATE COVER PLUMBING SYSTEMS TO BE DESIGN BUILD r �'` `s'1 t'e flt t int 1 h 'L. j 4 A, f15t ADDENDUMS. t ,rr 4-ALL WORK SHALL BE CONTROLLED.TESTING AND INSPECTION A6ENGIE5 �r'� z 1 {m{rentt YeatP°ndjt p SELECTED BY THE OWNER l.ND APPROVED BY THE 5TATE15 MATERIALS SAFETY AL ���' BOARD.ALL WORK SHL REQUIRE ADHERENCE TO THE REQUIREMENTS OF MECHANICAL ASTM DESIGNATION HAL ENTITLED"RECOMMENDED PRACTICE FOR INSPECTION j t AND TESTING AGENCIES FOR CONCRETE AND STEEL USED IN GONSTRUGTION". MECHANICAL SYSTEM TO BE DESIGN BUILD ,g� II,St to x �` Jay 6. 1 f ,{ F ; `t f tit I r F 5-ALL SECTIONS,DETAILS NOTES,METHODS OF MATERIALS SHOWN AND/OR ARCHITECTURAL e ;,� �" aGS t r y ryy NOTED ON ANY PLAN,SECTION OR ELEVATION SHALL APPLY TO ALL OTHERr( o SIMILAR LOCATIONS UNLESS OTHERWISE NOTED. A1.0 OVERALL FLOOR PLANS ELECTRICAL �' I A1.1 OVERALL FLOOR PLANS b PRODUCT DE516NATION5,51REN6TH REQUIREMENTS,6RADIN6 STANDARDS, sl 7b` MANUFACTURERS NAMES,PRODUCT NUMBERS,ETC.,LISTED IN THESE DOCUMENTS ELECTRICAL SYSTEM TO BE DESIGN BUILD " I. ri s A2.0 OVERALL EXTERIOR ELEVATIONS ARE MEANT TO ESTABLISH MINIMUM QUALITY AND DEVON STANDARDS FOR y THIS PROJECT. A2.1 EXTERIOR ELEVATIONS �_ AIM A2.2 EXTERIOR ELEVATIONS&WINDOW SCHEDULE �'�-t' f 1t11A -, 1} 4� I�"i1 a s 'i ' rn � j 1 r 7 THE ACCEPTANCE OF THIS CONTRACT CARRIES WITH IT A GUARANTEE ON A3.1 WALLSECTIONS J. r - 14, THE PART OF THE CONTRACTOR TO MAKE 6000 ANY DEFECTS IN THE WORK A3 2 WALL SECTIONS r� e�sy � ��` OF THE BUILDING AR151N6 OR D150OVERED WITHIN ONE YEAR AFTER A3.3 STAIR SECTION 8 DETAILS COMPLETION AND ACCEPTANCE OF SAME BY THE ARCHITECT,WHETHER FROM s SHRINKAGE,SETTLEMENT OR FAULTS OF LABOR OR MATERIAL. A3.4 ELEVATOR SECTION&DETAILSt" 8-EXCEPT AS OTHERWISE SPECIFICALLY STATED IN THE CONTRACT,THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL MATERIALS,LABOR,TOOLS, EQUIPMENT,WATER LIGHT,HEAT,POWER,TRANSPORTATION,TEMPORARY ti ', CONSTRUCTION OF EVERY NATURE,TAXES LEGALLY COLLECTED BECAUSE OF THE WORK,AND ALL OTHER SERVICES AND FACILITIES OF EVERY NATURE Y h - ��' e NHAT5OEVER NECESSARY TO EXECUTE THE WORK TO BE DONE UNDER THIS STRUCTURAL CONTRACT AND TO BRING THE&11LDIN6 TO COMPLETION IN EVERY RESPECT WITHIN THE SPECIFIED TIME,ALL IN ACCORDANCE WITH THE DOCUMENTS.THE S1.0 FOUNDATION PLAN "' l CONTRACTOR SHALL COORDINATE ALL TRADES. 51.1 FOUNDATION NOTES&DETAILS 57.2 FIRST FLOOR FRAMING PLAN 11., 9-THE GONTRAGTOR AND SUBGONTRAGTOR SHALL OBTAIN ALL NECESSARY 51.3 SECOND FLOOR FRAMING PLAN _ PERMITS AND APPROVALS AND PAY ALL RELATED FEES REQUIRED FOR THIS 51.4 ROOF FRAMING PLAN PROJECT.THEY SHALL PROVIDE ALL REQUIRED DRAWIN65 TO THE PROPER S1.5 EXISTING BARN FRAMING PLANS + AUTHORITIES AND GIVE REQUISITE NOTICES TO THE AUTHORITIES HAVING S1.6 EXISTING BARN FRAMING PLANS JURISDICTION. 52.1 BUILDING SECTIONS S2.2 BUILDING SECTIONS&TRUSS DETAILS COPYRIGHT NOTICE: `- 52.3 BUILDING SECTIONS These drawings and specifications are copyrighted and subject to 52.4 BUILDING SECTIONS copyright protection as "architectural works" under Section 102 of the Copyright Act, 17 U.S.C. as amended December 1990. The protection includes, without limitation, the overall form, arrangement, and composition of all spaces and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary i...�.i.r., rlr.IN+t Annlnn lM.rveereted 2013 - .. . Mg O J] m CD SIM 6 < rn °R n m C �x su ZZ ��ROOIt1111 yy. y �R 7 3 o c4 $ R e m - Ny N i O NN TT gy7 � 8 V, y F F iRRilll r��a`3� - 9 to �q: NIli 1 5 r N Ii �D Ofk- 0 tltltl — Z Y p A A �� gj •"Ni"`� tE _�� a Z � 2� N� o 03 FjF o Fz cn ol m Aar Fn i 3A w, _- _� C 0 _CL ; 65 _� o b CD P P9 gjg� ju � $ Moil 565 A ii FRaED,. GRASSO CONSTRUCTION ' _ G RUC URA RANRFDRREV�W cowRgllr nonce: O.t a-22-12 fOUNDAIgN REVISpNS FOR CONSfRUCIgN d aaq v:oo $$ _ mpRy�e mm neleero�rpv -iii% MIXED USE DEVELOPMENT c12 �DRDAbRq�smRDDRG� Setlbn i02 of AUGaDN.ML„ -� @ e .,&11 FOlMOATpN REVIGgNG G 046613 FEPMItl CIXiu gUCTgN D .°e Li+ o 1003 OSGOOD STREET . �16t fl 6t0N"� F «-'= FDRcoRs RUD mn �. � d _: . — _ NORTH ANDOVER,MASSACHUSETTS A 1-11 FOORDA -FORI£RMR E nm-rz wnDowsaFDueRACRAae ..w.e,eewemma.m..m.a �''ers ��� � e 11#11 gOGOROOONOR WRVEY 16@12 RiRUONMLP,IWR FOR REVIEW mr�u0000,OUM0rq aetrut&aMtra z O 15311E OME ISLIEDFOR IGSl1E OAIE RSt1ED Felt (0 EdFl H G COLOR BAR 0G06= PEDICURE STATION MANICURE STATION SINK HAIR WASH STATIONS ROOM s TREATMENT RM Ll OFFICE STYLIST STATIONS e MECH RM ' TREATMENT RM �/TBATH RM\ ;® 5. TREATMENT RM z� roaer.vvinnu o-o.�ae.n.,w moeaow ECEPTIONIS PRODUCT SHELVING c� WAITING AREA STYLIST STATIONS COMMON AREA BONNEVIE CONSTRUCTION INC. DESIGNED FOR SCALE BY DATE SEE VIEW SHEET# STERN HAIR SALON 04-15-13 � . BC 32 Wildpasture Road 1003 Osgood St. FLOOR PLAN DO NOT Kensington, NH 03833 BY SCALE 1 Randy Bonnevie N. Andover MA =.bonnevieconstruction.com , DATE ELECTRICAL DATA&AUDIO NOTES: UNIT OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS,SWITCHES,CABLE,DATA,PHONE,AUDIO,ETC. ELECTRICAL NOTES: t.ELECTRICAL RECEPTACLES IN BATHROOMS,KITCHENS AND GARAGES SHALL BE G.F.I.ORG.F.I.C.PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 10'-4" 2.SMOKE/FIRE/CARBON DETECTOR'S BY GENERAL BUILDING CONTRACTOR BUILDING UNITS UNLESS OTHERWISE r,.vomw q NOTIFIED BY UNIT OWNERS. _a*s.r.•,c s-cac w°,""° �.rw. r, 4° I .L�° 3.CIRCUIT REQUIREMENTS SHALL BE VERIFIED WITH OWNER 2'-5 7/16" � ® PRIOR TO WIRE INSTALLATION FOR ALL SPECIALIZED TV...—S FOR 2'" EOIUPMENT. DISPLAY BOARD 4.FINAL SWITCHES FOR DIMMERS SHALL BE VERIFIED WITH t7� OWNER. 5.ALL HANGING FIXTURES SUCH AS TRACK LIGHTING,VANITY -ABLE-FROM FROM COMPUTER LIGHTING ETC...TO BE PURCHASED AND SUPPLIED BY UNIT m s+� . r..v.mae OWNER. oNROPs T_8„ }! ' "° swq•,- c V N AUDIO:(IF APPLICABLE)TO BE VERIFIED 1.LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN �•y v.��\ -"•w'W THE PLAN;RUN CIRCUIT OF SPEAKER WIRING TO AUDIO c'3 �i ls HOME PANEL SPECIFIED BY FLOOR; 2.AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER; ai �n.wmw 3.LOCATE JACKS AS INDICATED IN THE PLAN;INSTALL DATA! CABLE PANEL SIMILAR TO"ON 0".SYSTEM TO BE APPROVED BYHOMEOWNER. ne vomw e,-,.v wca. � DATA/CABLE: \ �r♦v,m INSTALLATION OF DATA CABLE FOR TV MONITORS AT COLOR 1 1/2" �� BAR AREA TO BE APPROVED BY UNIT OWNER.TELEPHONE o AND INTERNET AT OFFICE AND RECEPTIONIST LOCATION, VERIFYWITH UNIT OWNERS. /wew.r�•� / �I� / ALL ELECTRICAL TO HAVE FINAL APPROVALS FROM UNIT /{7 & OWNERS PRIOR TO CONSTRUCTION{INSTALLATION. P § ELECTRICAL-DATA-AUDIO LEGEND in El ECTRIC P/4PIE�Z,F T_41/2" SYMBOL DESCRIPTION _ Al) 121 1— 0-M-0 All track lighting to be supplied by unit owner .wx.,o�.. N o 6bm,fplV I ra Ventilation Fans:Ceiling Mounted,Ducted to - _ outside by HVAC Contractor. M vab l a".v...s. s.� --0 Ceiling Mounted Light Futures:All Recessed Lighting su lied Electrcal Contractor c. n pP `•av ��ii\ \ rV\ t�sI .�7 Wall Mounted Light Fixtures:Wall Mounted, Supplied by unit owner Single Receptacle,GFCI.Flr mount Fluorescent Light Fixture 30 Ceiling Mount,Sgl Plug 'PP- 110V Receptacles:Duplex,Weather Proof,GFCI $ 3$ Switches:Single Pole,3-Way Switches:Dimmer - Floor Duplex 401 cuc W a Q v Speakers:Ceiling Mounted.WZII Mounted,(TBD) u,.v>a+n ,«v,mv. ..,,cwm -- :n•.�x -•��°mom ="•^-ate "g" Wail Jacks:CATS.CATS+TV,TV/Cable U Telephone Jack _ .a r 42, Y Thermostat M7� Smoke Detectors:Ceiling Mounted,Wall Mounted >an o (TO BE INSTALLED BY GENERAL CONTRACTOR BUILDING ALL UNITS) Electrical Breaker Panel Y$ Audio Video:Control Panel,Switch(TBD) Quadruplex Outlet BONNEVIE CONSTRUCTION INC. DESIGNED FOR DATE BY SCALE SEE VIEW SHEET# 32 Wildpasture Road STERN HAIR SALON E 04-15-1 DO NOT BC it n NH BY 1003 Osgood St. ELECTRICAL PLAN Kensington, 03833 SCALE 2 Randy Bonnevie N. Andover MA www.bonnevieconstruction.com DATE i ®I UQ U HVAC NOTES: 10'-4' Q ALL ADEQUATELY Y HEAT LOCATIONS SHALL BE VERIFIED FOR = ADEQUATELY HEATING AND COOLING OF SPACE BY HVAC CONTRACTOR.LOCATIONS SHOWN ARE FOR ESTIMATING 1. PURPOSES ONLYAND DO NOT REPRESENT EXACT LOCATION OR 2'-57/16- ® AMOUNT OF DIFFUSERS/RETURN VENTS REQUIRED. 8-7 1/2" AIR HANDLER AND CONDENSER UNITS ARE ROOF TOP UNITS AND PROPOSED HVAC CHASE FOR-SUPPLY B RETURN DUCT WORK ARE TO BE INSTALLED BY BUILDING GENERAL CONTRACTOR. FROM ROOFTOP UNITS SUPPLY AND RETURN DUCTWORK TO BE RUN TO EACH INDIVIDUAL UNIT BY BUILDING GENERAL CONTRACTOR H/AC H/AC H AC_/ T-8" DRYER VENTING,WATER HEATER VENTING(IF APPLICABLE), U ^ N KITCHEN AND BATHROOM VENTING SHALL EXHAUST TO THE-Q Q OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.HVAC CONTRACTOR TO SUPPLY AND INSTALL T� ALL VENTING OF THESE UNITS ALL HEAT 8 COOLING SUPPLY&RETURN DUCTING SHALL BE SECURED,SEALED AND INSULATED AS APPROPRIATE. KITCHEN a HAIR SALON WILL BE USING DRYERS AS WELL AS OTHER HEAT VENT PRODUCING EQUIPMENT.HVAC CONTRACTOR MUST INSURE 1/2• SPACE WILL BE ADEQUATELY COOLED DURING THE SUMMER MONTHS. GAS DRYER VENT Q Q Q U Q F71 �n ISI 7'-4 1/2' BATH 0 VENT N J BATH Q ;D VENT a Q 2 2 U U U Q Q Q 12-4 1/2"_ 2 2 2 --- -U ---- - BONNEVIE CONSTRUCTION INC. DESIGNED FOR DATE BY SCALE SEE VIEW SHEET# 32 Wildpasture Road STERN HAIR SALON - - Do NOT av 1003 Osgood St. HVAC PLAN REV Kensington, NH 03833 Rand Bonnevie SCALE 3 www.bonnevieconstruction.com Y N. Andover, MA DATE /JA uL PLUMBING NOTES,• -a � -� •PLUMBING CONTRACTOR TO SUPPLY ALL PERMITS,LABOR,PIPE AND THE FOLLOWING EQUIPMENT; SINK "- 1-80 GALLON HOT WATER HEATER 2-ADA ACCESSABLE WATER CLOSETS &SINKS FOR BATHROOMS Refrigerator _ 3-WALL HUNG SINKS FOR TREATMENT 0 ROOMS \� 4% ', 4-SINK FOR COLOR BAR AREA(To be verified by owners).PROVIDE x / ALLOWANCE 5-SINK FOR PEDICURE AREA ��� 6-SINKS AT HAIRWASHING STATION, - + (To be verified by owners).PROVIDE ALLOWANCE !' q// 1 Stack sher/Gas0?qer •PLUMBING CONTRACTOR TO RUN ALL iiF� � 1 Sin WATER&DRAIN LINES PER LOCAL PLUMBING CODES AS REQUIRED ' 1 FROM MECHANICAL ROOM IN BASEMENT TO LOCATION INDICATED i.��J /,, }• ON PLAN. Large 80gal,Gas WH *ALL VENTING TO BE RUN PER CODE } i DA Elon�atedTct THROUGH ROOF. ui 'OWNERS TO PURCHASE AND DA Elongated Toilet r �--� �, 5' Sin_ PROVIDE PLUMBING CONTRACTOR \ _ _ WITH ALL SPECIFICATIONS ON n� / SPECIALIZED EQUIPMENT,ie.. PEDICURE SINKS,HAIRWASHING DA SiSINKS. ryk /- ew«.im.weow,wa.ir •. ]Li7 BONNEVIE CONSTRUCTION INC. DESIGNED FOR STERN DATE BY SCALE SEE VIEW SHEET# 32 Wild asture Road HAIR SALON04-15-13 --a° BC p BY 1003 Osgood St. PLUMBING,DWV PLAN DO NOT Kensington, NH 03833 Rand Bonnevie SCALE 4 wwmbonnevieconstruction& y e N. Andover, MA DATE r �10-4"� FRAMING NOTES: 2'-5 7/16" 8'-7 1/2" ALL WALL FRAMING LOCATIONS TO BE VERIFIED IN FIELD AND BY OWNERS PRIOR TO CONSTRUCTION. ALL CEILING FRAMING TO BE 2X6 @ 16"O.C.,8'- 7,-8n 0'OFF FINISHED FLOOR TO PROVIDE FOR N HVAC DUCTWORK. ap EXISTING SUPPORT POST LOCATIONS TO BE VERIFIED IN FIELD AND LOCATED IN WALLS WHERE APPLICABLE. io ALL DOOR LOCATIONS TO BE VERIFIED BY N OWNERS PRIOR TO CONSTRUCTION. c PROVIDE ALL FIRE BLOCKING,DRAFT STOPS 60 6 1 1/2" c AND FIRE STOPS PER I.B.C.SEC.850212. M LOCATE SUPPORT POST n IN WALL IF POSSIBLE o � � 3 N 19 � n 7'-4 1/2" O0 N $ n .& n io $ N _ n ? W LOCATE SUPPORT POST IN ----WALL 7'-41/2"-�I 7'-41/2" N -v k12'-4 1/2" U I • 40 4 BONNEVIE CONSTRUCTION INC. DESIGNED FOR DATE BY SCALE SEE VIEW SHEET# Bcl32 Wildpasture Road STERN HAIR SALON INTERIOR FRAMING 04-15-13 1003 Osgood St. PLAN DO NOT BY Kensington, NH 03833 Rand SCALE 5 www.bonnevieconstruction.com Y B Onn VI e e N. Andover, MA DATE ANNINO B _ TA ' ``;/ 11copp0iATF1 - . ARCHITECTS PLANNERS - �, la mNM w mm 00 RNH ARIF®A•NA9518A SM 504.45 4551 - I 24'-0' 26.•0• � 24'-0' a ------------ --- —— —— --- _ – – – -- ––––––– ------- – —— --- – – – - � -— —— — -------- r------------ ---------------� i 4 i r -�wr1 I CUT DOWN FOWATION WALL I TOP OF WALL DOYPIFOJN®ATIONWALI N i I e DDDR dW:1UN65(TYPICAL) i– O DaDR oPEiHIN85(TTPIGN-1 i I `–––=––––––– –– b – q-6• 1 II 1 _ _ L T-. WN a I TOP OF Se P GUT DOFOJNDA7ION WALL(TYPII - I I I 0 DOOR OPENN65 CAL) - OJT DOY✓tN FOAVATION WALL I i I - 0 DOOR OP9UN55"CAL) I I I II II -L= I VERIFY DEPTH OF FOOTINS, I I I I I PROVIDE STEPPED 9"x5'x9/0'STEEL G0.UhN C_3 } II1I1 III1i V971PY I 51)(914/8' 5 8J`'IiI 3/8'ESTEEL COLt5_f5 "xIIi1 3/0STEEL fOLL(4 FOOnNB•(2'-0HORIZONTAL K/STEEL 90.5E HATE(TYP) N5n$ ASE PLATE(TP) /STEEL BASE PLATE MIN PER 1'-0•VERTICAL RISE) ALLPROPOSD SRAD . 1 t }+ __ L -0 V-0--b-OW, �E __J 1 I CONCRETE FOOTINS COIORETE FOOYK6 - CONCR'-0kl'-0` I ,; - CONCRETE FOonN6 I 71 I I � P11'PICAu I (TYPICAL (TYPICAL) I iVERIFY S' 1 < . II I DECEPTH OF FOOnNS; 1 I I FOOTINS-(2'-0'HORIZONTAL FF x 1306«/• 0'-0.1 t MIN PER I'-0'VERTICAL RISFJ I MATCH EA5TiN5 ADJACBIT DARN-LOVER LEVEL E%ISnNb 5TOHE FOUNDATION,VERIFY I REPORT TGONDIIN FIELD 1 �' I-0• S R K F I I - I 4'COfJGRETE SLA9 ON GRADE REINFORCED Wlnl WATF, y� I I 6X6 W1.4XWI.4 OVER 6 MIO ARCH. L POLYETHYLENE VAPOR I 1 - 6UZRIER WITH 8^MINIMIMI COMPACTED GRAVEL I P. – – — I I I I PIN NEW PORTDATION KAL.TO I 1 I EXISTINS DARN FOUNDATION w/ I E I 2 12*LO 4 6485 a 12.O,O. I 9'x5'x918•STEEL C,OLIA4-t 558'x3/0'STEEL COl1R•N 956'x3/0'STEEL GOLUNRT w/STEEL 90.5E PLATE(TYF) I w/5TEEL DAM PLATE(TYP) I V$2T,f 4'-0'FORIZ. I ',.(' E7(ISnNS BARN VERIFY DEPTH OF FCIOnNG, r_ 51.1_ __ r–––_ __ w/STEEL SASE PLATE(TYP) -( I I PROVIDE STEEPED 1 1 ' I I POOTINS-(2'-0'HORIZONTAL I I I t I I i4 i I MIN PER IW'VERTICAL RISE) I I I I I I 4 1 `j 8' b - 1 o u m < L–__��_.J L_–_ J 6'•11' 1, ly 1 ( I - 6'-0•x6'-0'xl'-O' B'-0k6'-0kl'-0' ��6�-0. ,.0"�tO•. —� Iq,, p LN CONCRETE FOOTTNS - CCNCRE7E FOOTING (TYPICAL I (7YPICALJ - CONCRETE FOOnNS - v I I VERIFY ELEVATOR I '>U.; - VERIFY DEPTH OF FOOnNS, MANIFACTURERS I ' t. =1266./ I iAt W 1 TAG.e PT P I 1 - PIT DIME3N510N I I I ' I I I PROVIDE 5TEFPED I REDOARENENIS I (-4'-0'1 I c f iO 1 I - FOOTIN6-(2'-0"HORIZONTAL I I I I I !• q MIN,PER 1'-0"VERTICAL RISE) Z I I'-0" I O Oti 9 5795 0 4'-0'.12'-0' 1 I {; W U I 12'CONCRETE WALL wl - ___–J L_______J r':• _ _ F J I S.A95HELF(TYP) r ----------------------------------- .> r ---------- ---- - �_ _ - - - -- - - - - - - - - - - - - - - ¢ Ani 1 I'-O'x2W'CAX0RETE I r------------------------------- I 1 I ---- �;: - U)Lu ❑a ---- ----- -------- PERIMETER FOOTINS(TYPJ I I I 1 I 511 1 I r-- z w O 7 1 1 I I I I - PROVIDE 5113'PEDf°OOT1NffJ I VERIFY OEM OF EXISTINS TO AL15M 7O NEW "'� – — UO CD> �- ' -------- ---------� c I I ----------------J --- ------------- i I FIXL WALLI DOWN TO ELEV,FIT DEPTH <. O -v. (D LLJ (C,�— _ – _ _ _ —_ _ _ _ l J – – – – – – – – --' – – K 2-0 HOW70NTAL FER I'-0'VERTICAL W5FJ_ I 9' O O ------------------------------- cr — — t" ¢ oZr. ----- ------------------------- Ia C7� �¢ Ig ti I I I I :.fin. _ Zyx' 1 TI W e b` I 24'-0' I 26'-0' 1 24-0' I7 25•0' I t 910ETTIRE: PCLNDATION TOO'I' PLAN 1/4'=1'-0' 1 S1 .0 A� 10108 ' £I=4M W:AnVno mCmfwmcQ Nllt 1x6 PT WOOD SILL IN RILL BED OF MASTIC4'CONCRETE SLAB ON GRADE - - 2x6 Pr VWP SILL IN FULL BED OF MASTIC, • VY DIAM.AIQIOR REINFORLED VITH WYUP.6X6 MAMA � VAPPROKSIVEKALK6RADE 1/2'DIAM,ANODR BOLT5 I'-9'LONG KI 3' A N N I N 0 4;j'L OVER 6'MINIMUM WMPALTED GRAVEL - - HWK 0 BOLTS I'a 6'-0'b n/ - IIC8F901Aff0 9'HOOK 6 6'-C,'OC. AND 6 MIL POLYETHYLENE VAPOR RETARDER � 4' 8° FABRIC rtA5HIN6lOVER DUROCK,UP I'-0'1 ARMIECTS PLANNER$ APPRIIX SIP134ALK GRADEV4`z W DEEP SAWOIT, - BEV,141.1' ELLV.130.6' rUTONR.ATE IID wn rafKm SAINT FILL JOINT A/SEALANTNOux 47iF6pI0.upSAaUSENS KATERPROOFIM BITU INOU5MEMBRANE . y— — — ® @J O O 5 ani r� WATERPROOFING s0E.W avI N4 BARS CANT.0 12' m - _ STEEL COUA•iN in M REAR o 12`0.0. ELEV.140.4' 0.0.VERT, Y RIGID INSULATION iu r-L--L, 1YxiYx3/4'STLE.SLOPEF�� a Inc - ' ' M4 REBARS 0 12'0.0., BASE PLATE w/(4),KALLa'CONCRETE SLAB V2'ANCHOR BOLTS HORIZONTAL 4 VERTICAL rV MORTAR ° VAR7R BPRR ER rV bxb Y0.4xV0,4 a • I� 2x4 KEY �FABRIO N I/4"LEVELING STONE BED A/154 0" GOMPPGTED STOLE •I. 2"R1610.IN5UAT10N B)ILDING PAPER TW BARS 0 12'O.O.Q'x2'-0' in PLATE rt/5(4° CONCRETE BLOCKS I�-DKK - CONCRETE 4'-0'0C. FOOTING 04 BARS CONT. EACH GROUT DIRECTION p . 61-0141-0*0-01 O PERFORATED § ALL S&W=CONTROL-o NT5 0ONCRETE PIPEHOLM SHALL M MADE VOM 4 H01R5 I 6t0• FOOTING N/HA" D , •I BULDIN6 PAPER _ OF CONCRETE PLACEMENT - (4)04 BARS - _ DONT.EACH . DIRECTION GLOW FOUNDATION WALL O TYPICAL SLAB/CONTROL JOINT O TYPICAL COLUMN FOOTING 5/4'-I'-0` 3/4'c I'-0' 3/4'x 1'-0' a :f 04 BARS CONT.0 12'O.C.VERT. 12'COPCAM FOUNDATION WALL EXCAVATING C GRADING NOTES - •�I j . 5'SAND BED °(•• 2x4 KEY I-THE CONTRACTOR SHALL DO ALL EXCAVATING AS REamREO ON THE DRAWINGS.ALL BOTTOMS OF POINDATION pyi SHALL BE EKAOTLY LEVEL ON SOLID,UD15'RRRBED EARTH.MAVATIONS ARE TO BE KEPT FREE OF 5TANOIN6 WATER 6MIL POLYETHYLENE $ y VAPOR BARRIER SLOPE TOP OF FOOTING M/MORTAR 2-ALL OBSTRUCTIONS TO THE PROGRESS OF WORK ARE TO BE R8404W.PAVANS,WALKS,ETC,DAMAGED DURING 6'COMPACTED b• .,I� @ $•s Y€a 3 N CONSTFWTION SHALL BE REPAIRED.ALL TREES,BUSIES.ETC,TO REMA N SHALL BE PROTESTED. STONE N/150.. $$N 8 Y5 D �•0'�- BJBUILDINGG P4APER �yg4g 3-AFTER CAMRETION OF WORK,SPREAD TOPSOIL OVER ENTIRE AREA DISTURBED AND PLANT SEED.SMOOTH ALL CTEV,190.6' a g RUTS AND FILL HOLES IN EXIS71N6 LAWN AND REPLANT. 4-THE CONTRACTOR SHALL BRING THIS FINISH GRADE TO LINES SHOWN ON THE DOCUPIENiS WITH STOCKPILED TOP',AIL. "qy.A CONCRETE FOOTING 5-PR1oR TO COMMENCBENT OF 517E WORK,CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES IN THE in�l - - 04 BARS 0 12'04.9'x2'-0" GONSMTION AREA,IN=ING UNDERGROUND CONNECTIONS AND DRAINAGE 5Y5TE$.LOCATION OF SUCH UTILITIES - _ \,• 54ALL BE OLEARLY MARKED AND PROTECT®. Q Q Q E 4'PERFORATED FlFE,HOLES . -. 6-CONTRACTOR TO COORDINATE LOCATIONS OF UTILITY COMU•ECTIONS. , 2'1' DOVE H/190 BUILDING PAPER 04 BAR5 CONT. If ' FOUNDATION NOTES I I I ! I HIGH FOUNDATION WALL 6 I-SPREAD FOOTING SHALL BEAR ON UNDISTURBED 5011.HAVING AN ALLWNABiE BEARING CAPACITY NO LESS THAN rl_-----------------------------�, 1__-__----------------------_---�, O 3/a"a I'-0' d ONE AND AHALF 0.5)TONS PER WARE FOOT. O—_—_ -------_ —_—_—_—_ @ 2-IF BEARING,MATERIALS WITH LOKR BEARING CAPACITY THAN ONE AND A HALF OS)TONS PER SQUARE FOOT ARE I; 87000UBRED AT THE SPWFIED ELEVATIONS,THE UDERLYI*MATERIAL TO BE RD OVER AND REPLAC82 WITH ; li ;I `- ---- --------- -_----- I; ;I --------------------------------- SUITABLE MATMAL TO BE APPROVED BY THE ARCHTE4T. ----------------------_----- SUITABLEMATERIALTOBEAPPROVEDBYTHEARCHTE4T, 3-THE ARCHITECT A59Z•ES NO RESPONSIBILITY FOR THE VALIDITY OF THE SJI!GURFACE CONDITIONS. ; I 4-NO FOUDATICN SHALL BE PLACED IN THE WATER OR ON FROZEN GROUND. 5-FOOTINGS SHALL BE PROTWTW AGAINST FROST. F b-BACKFILL SHALL BE C40MPACTW IN SIX(6)INCH LIFTS OF NMTY49YE MS)PERCENT COMPACTED GRAVEL 1-BACKFILL W WALLS UNTIL PERMANENT FLOORS AND BLABS ARE IN PLACE. 8-THE SIDES OF ALL.WALLS,FOOrIN65.ETC.SMALL BE PORPW AND CO CRETE SHALL NOT BE PLACED AGAINST LZ EARTH OUTS. ..: t} Nm NW STORY COY.REEM NOTES h1N.TI415E BLDG. I I. i I YG _ I-CONCRETE SHALL CONFORM TO'BUILDING,000E REWR9•0R5 FOR RENFORCED CONCRETE°(ACI 518.110 AND A LoveRLEVEL '—-—- Z O Hy-LLI 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BILDINGS'..bW 901.12) I I i I. O ";N:7a. i , 2-CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF THREE THOUSAND(3900)POLIOS PER SQUARE '---L-- -' . TWENTY-EIGHT(28)DAYS. o--_— ( ~ - 4 _—_—_— �_ —_—_—_— IWH AT T —_—_—_—_ I I a< 3-REINFORCING STEEL SMALL CONFORM TO-ASTM SPEOFICATIONS FOR STEEL BARS FOR CONCRETE REUFORCB'@Nr, i i IY ' L . , EXISTING BARN ZO W ' GRADE SIXTY(60). �---' I- I---' -- ---- LEVFi U Q O W s, . It, O 4-5183 REINFORCEMENT FABRICATION SMALL COMPLY WITH RE(d11RE•iFN15 Q='MANUAL OF STANDARD PRACTICE > a; FOR DETAILING REINFORCED.CONCRETE 5TW01UREV A5 APOPTE17 BY THE'AMERICAH CONCRETE[KIM'. '. Vj(�/'� 5-CONCRETE COVER AT REINFORCIHS.BOTT"THREE(3)INONE,SIVE3 INTERIOR EXPOSED TWO(2)IAO ES,510E5 I i Q ""' y i cr EXTERIOR AGAINST EARTH OR EXPOSED TO VaEAATINEt TWO(1J INONLS. , } _____ ��_ rI-------------------- 1I 6-ALL REINFORCING TO BE SUPPORTED IN FORMS.SPACED WITH NECESSARY AC M50RO AND SECURELY WIRED —_—_—_—_— _ __ ______ __________ _—_—_—_— __ _ _ _ _ I I � �� a T06ETtER IN ACCORDANCE WITH'CPS RECOMMENDED PRACTICE FOR PLACN6 REINFORCING BARS'. . ' - ; 1 _—_— —_—_ r f. , _—_—_ r.. 1-CONCRETE EXPOSED TO MATHER SHALL BE AIR ENTRAP®. - -------------- _ ___ __ ____ ____ ____________________ ____ W r I x 8-CONCRETE(AN9TITUC m xwr LmArm SMALL EE APPROVED BY THE A"TECT. 9-PIPES AND CONDUITS"EDDED IN CONCRETE SHALL NOT BE LARGER IN ONSIDE DIAMETER THAN ONE THIRD THE THICKNES5 OF THE SLAB,WALL OR BEAM IN MICH THEY ARE Ems,NOR SHALL THEY BE PLACED CLOSER THAN THREE 0)DIAMETERS ON CENTER AND SHALL NOT BE W LOCATEDAS TO U IXLY IMPAR THE STRENGTH OF I ( ( I (�..�-.:.:� -.- -,..:; ._.:".n-u, +:.��.+....:.._ .::,.;... FDWATION GOYRETE NOTES t DETAILS 10-NO SPLICES OR BENDS IN TME REINFORCEMENT%%ALL EE MADE EXCEPT AS NOTED AND/OR SHOVE ON THE I I I I I 3/4' DOOJMENTS UNLESS AUTHORIZED BY THE ARCHITECT II-PROVIDE ALL CUTTING,PATCHING,LEVELING OF CONCRETE FOR 604PLEnoN OF wows. FOUNDATION KEYPLAN S1 .1 _ - JOtl NO,: IOI06 (:�WY.W.N.4m b®,owaiel ROIL f 10'4' FRAMING NOTES: 2'-5 7/16" 8'-7 1/2" ALL WALL FRAMING LOCATIONS TO BE VERIFIED IN FIELD AND BYOWNERS PRIOR TO CONSTRUCTION. ALL CEILING FRAMING TO BE 2X6 @ 16.O.C.,8'- 7,_6• 0'OFF FINISHED FLOOR TO PROVIDE FOR N HVAC DUCTWORK. ap EXISTING SUPPORT POST LOCATIONS TO BE VERIFIED IN FIELD AND LOCATED IN WALLS WHERE APPLICABLE. ALL DOOR LOCATIONS TO BE VERIFIED BY N OWNERS PRIOR TOCONSTRUCTION. o PROVIDE ALL FIRE BLOCKING,DRAFT STOPS AND FIRE STOPS PER I.B.C.SEC.R502 12. ■ m LOCATE SUPPORT POST IN WALL IF POSSIBLE o \ N IA 7'-4 1/2" a0 N n i0 N n � N x _ N N n v 00 LOCATE SUPPORT POST IN WALL 7 4 1/2"-•i 7 41/2' c' -v 12'-4 1/2" �k l� BONNEVIE CONSTRUCTION INC. DESIGNED FOR DATE BY SCALE SEE VIEW SHEET# STERN HAIR SALON INTERIOR FRAMING � . B C1=4 32 Wildpasture Road 1003 OS ood St. PLANREV DO NOT 9Kensington, NH 03833 BY g SCALE Randy Bonnevie N. Andover MA 5 www.bonnevieconstruction.com DATE own of E _ Andover NO. I . - LA", h ver, Mass �OCHICHEW,C� 1. 6 V PERMIT BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT �..5; ,Q(,�,���" � �C' �������������� BUILDING INSPECTOR' .... `— ........... has permission to erect.......................... build'n s on fa �s�p ���/' Foundation P.... ...................................... to be occupied as Rough provided that the person accepting this permit shall in everyrespect ..........�orm to the terms of thea ..cation Chimney on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Final 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 UNLESS CONSTRUCTION ST S' ELECTRICAL INSPECTOR Rough Service ...... . . . .. ... ... . ........................... BUILDI �PECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry '•all To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 10/19/2012 01:38 FAX 978 685 0049 GRASSO CONST 0 002 - .. OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL �t PIJOJECT NUMBER. PROJECT TITLE: 0 t PROJECT LOCATION: ��� y�'1 �• NAME bF BUILDING: -JAW &WOw NATURE OF PROJECT: ! �� IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, wl l.90 REGISTRATION NO. 4n'j li. BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING_ ENTIRE PROJECT, ARCHITECTURAL 0 STRUCTURAL H MECHANICAL 0 FIRE PROTECTION a ELECTRICAL 0 OTHER(SPECIFY) x FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 I- Review,for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar withothe progress and quality of the work and to determine, in general, if the work is being performed In a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPOIN COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SA3:SI=ACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. S NATUR 1 SUBSCRIBED AND SWORN TO BEFORE ME THIS 19 DAY OF N TARY PUBLIC MY COMMISSION EXPIRESZS- PI'9 1 v \` - �. _ X61 .1..._. �•`+ �� � >°�, f� )'�'", ,-,. S7 � n TABLE-OF ZONING REGULATIONS - NORTH \ \ At D:r.Qp +..9:•I'3 �rta�wr,,,z _._`----- ---- - \ 8 \ OVER, MA \ \ 20NE�_D�9ANCE BUFFER - 1IIDr9+ IglC9r n,�Ol' -. 1 \ \ r k r,. ZONE: B-2 BUSINESS 2 DISTRICT DESCRIPTION REQUIRED ` MAP 35 1Or YMM Y lDT MEA. FL pops PROVIDED LOT .50 \ \\ \ 138,729 Sq Ft.65 AC.t YARD SlEElT9BAAf5X X 9,1 26 495 O SPACE gYFN50 \- \ YIMMUM WUaER PM a SaACES wM \ \ u is SPACE! 1,.00 ST IOTAI•70 SPACES RF. x 1 _ -1.000 SF a 13/1.000 .e0 SPACESARPM 0\R•fl `\ \\ -r"_—�---� ` Ra_l Ja' 1P'... 0.4o0A S PER 1,000 WO$ fts SPAs4S m71(E3RFq�Fp \\ DIF I�. t9 SPACES 3 SPACE PER 1.000 SF. ro��aa.,n m, wc GREAT Pip ROAD �� \ \ - \ \ / . -a tP• zB• BVIDY�O cRoss iL00R.MEA -1.60 yPACES t, 19298 SP A \ A10lNy F1ApR Mu.RAno R@y. _tel_-_�_+-- \\; : \\ _ •I / uA1.WY eUxBIXC NFIGMr o.71'1 QIIn S 120 MAP 35 LOT 23N STREET OTES' <uc*' ST. 1 N/F TOWN OF4NORIH-ANDOVER 1)TOPOCRApFyO AND BOUNDARY EUT S,<Ar, . No ANDOVER:MA 01�R .J2004. 2 SURYLY PaEairttD 9r M N IN a BOOK 4197,PAGE 63- 2)ZONING �TOWN PROTECTION ECTIORNOF D=ES S`NMDEPICTED DI RICTHE ZONING,.0wv \ \ 3)ZONING FRONT SETBACK 25 aFFOR THE (pOm"E ASP Fauws SOX SETBACK 25 FEETLOCUS PLAN Oz jppy-dlt�aWCE FRONTREAR:AGE 7335 EET Tp � NOT TO$CgI,E . MUCK �. FEET Q I / \ /�/� YLW lYA1TR iryC j'. .. OELNEAI[soumaw E°T 1 W Or AARREO NOgIT. 35 FEET / / I 21000 SP NK. qj to17/Oe1)iHPROPS H5llgtFl/ w�ED,PTEjREpUaDl00S OF THE Dam,BURET Np lo ERN sT��REFOOTPRM IS AS FOLEW,5;.128 SF CFA ~� / / I ./ / .� J♦!IL STRUCryRE 1Ze3732 / J/ /' sTR17CRIA£.(DEMO) SFSF GFA CFA ••\• ./ ` src ��-� NO SAI zONE / j \ . / TOTAL E7asTwo -511 SF CFA Q •`•. \ _ _ ?m SNOW, 3 TOTAL. PROP. 'r/ iLL EASED ON NAM *, � is.364 SF GFA' . 8SIGN A m3'-! auRpRAB /\ eunnxa uAr BE to (e)N)(s)J THE vaoPosEO / ``� ClFvtD..FAA E) � / \\ TME F705fWC STRUCTURE 5 C M11(OfOY'oF 251E 1F THE CFA OF __ '�• •'\• / m �. /on...� 1� + ,A• RFQFR THAN: Cc-- $ / • / .�:!oM 1 I PREVIouSlr OEINFATEp Sao 5<, PROPOSED 81N1DN'O'ARFA 6 AS FO¢OWS; yNWt00.11NUENTAL M E RFA9rATED / •`• /' / 1 I, I ON]/x!/02: a•RN 072 SF/6,09,GFA //�=— •386 9' is 6° d11, , ¢PRDPOssED 3 STORY BURDNc I EA11F2RDNUENfK ixL pry 2 FIDORS o e,3pp g R cy `T 1 I t �oh9/+p 1 F7.00R O 2,200 SF -11.000 SF •`• /CYeB(T1'p) CURB ToTOMBS I L \\ ••7Jr2pp PROPOSED ALL �„F> Taru PRe—�=--m�.....me CIA 24X OVER THE . ­NS9,298 SF GFA Rt-I C g / 1%vA1-EEM pYRpp \\/0Yi \\, 2! .0m c1 AS REPRESENTS AN OJ�E ,,WO BUUXM !WIDE \ \ 3 REFER .-.. e).PARKINo FOR TME snE TAN . is slowN W THE TABLE or zoFaNc ENCES• NORM ESSEX REGI 7 UN THE SITE CONUUM TD TRE Rau No.2470. REGISTRY OF DEEDS(N.ER.D.)PIAN' ' o" \\\'¢yc \\ DEPARTMENT OF JUSRCESETTS AR�µR�S FOR OF 2) N.ER.D. PIAN No.2608. ------ r: sTCN Z `=..1 °e':' : N "� \\ ✓' — ACCES E PARKING SPACES REOUWEo�3 SPACE 3)N.ER.D. PLAN N 'f \�� ARKWC SPACES:ffovmm 4 sp,1CL5 0. x250. ag B WU BE SD*AC OBY MU 4)N.ERD.P i/ , '• •.•. •• 4 O \\ F 6 70O )IME SITE MUNICIPAL WATER MID SVWOL LAN No.5595. II�Y+ °000 '/' i g • I `t PROP. pROP.MVA�p • s� \ -�ItReANCE B) P�p�'15 MIT?Willml 7ME 700 5)N.ER.D.PLAN N0. / I 1f TRANSiORYEA O1T5 gp1 \ \ `t\ BIgFER ZpRE DEp1CfED aN 7HE ToeN.a NOA Mp(WFR '�FLOOD PLAIN As --_J PAp \ 7UP,COYLIUNRY PANEL No..21O098 OOOSC,p WSURANCE RArE 6)$RED 6D8$ �aoe MAP 35 LOT 20 1 I \� \ REVISED:OJNE 2.1991 PANEL s OF 71 1fM E�o�DPERMIT PLAN. NORM OVER . -i2A.az 'N/F GREAT P m i ! _ 10)FOR SBE OETN MA$SACHUS AND OND CROSSING + PROPOS BUILDING _ _ _ Lr,SEE sHFLT j ISpNG CONDITIONS PLAN; 865 TURNPIKE STREET i • I �� "�� OF 1D DANIEL CORBETT;PREPARED BY PREPARED FOR NORTH ANDOVER 1 `` 2FLAORS O 5.500 SF/- to'R 1t FOR WATER 20':DA LAND ER, MA 01845 FLOOR O 2200 SF ) TER¢SEWER'4TAR5 SEE s14ET 10 OF 10. (rev.8/28/03). INC.;S� 1'- TE JULY 24;2003 1 I ' + 13.200 GFA \ 12)THE PROPOSED BUILDING SNALL HAVE A FWE / Eie�GiCK , ° 7'yR NORTH ANOO ER FIR oEPT. sPWN AND AIARy A ' B cor+cAOC + m I EXISTING 7e' 20' le' P SITE LE,IN AGGGRDANOE W7M THE REOWRaIENis OF THE ( ' 701 3 BARN __ O1Pj ts)T�PER6. THE FOLLOWING zags,� THIS �1 .00 F�i1FYC�ONT FILED WITH DAYS HAVE ELAPSED I 'R4geD E :,' m I I S,vRs O 8.0325%FLOOR 2 1vaERSHEo E�ro F �� FROM 20 FlUNC HAVE EL APPEAL /� 1 X086 SF CFA _ PROTEDDDN. . ERMTMW ZONE PROP.STONE •" i.CFRAL ZONE 116TANCE DATE: i -WTH N-DIs�IWICE ZONE 32400x'LAKE @ i O i uW.'•. - — -D�SIUReANCE ZONE 250'IAKE 8:1WWO'uRD RESpURCE AREA TOWN • _ WETIANO RESOURCE AREA CLERK: � I ••. _ PROPERTY . STORAGE � O TF@ SU6tECT g>! gt TDaMW. IORI 7 L O --_ S(.®JECF TD THE CONSERV�Z E To OCF09ER 24.1994 AND s NOT OVER THE OF NORTH AN PIAN INC p . IFATCH CURB(TTP) .PCUP. s' ® 0+� 11110 14)THE'pROpOSED D SHALL BE C1FN RS-t T'•'•' 'R IOTt DRIVEWAYS STRUCtED ACCO PROP.CURB .i'9' e' a •' Fow steels ' REYWE EwsTB+O sroP OrP) (irP) sh _ 0"d RCU{Am, OF 7Rk+SPORTA,1a!(YADpT)Rl7,WpDWO m�DS . O� ❑ ® BROWR% S r :\ 15)DEENERIES k REFUSEµyNLL OCCUR� 1 13'R 1 'yyl Dassmm u (SEE OEfOw ScN l.S F CiRAptE pWB(T SPL Ty�qn OPOaRC PAZE PROPOSEDIXF SHVL PEV(HOURSPRR)R TO a5.'R0 +I tc � OUS'. 10 / NgSO\52 E HEAW T 'n, y 209.60' °E.IPE-`' 1 �STDRACC 5 MISC, REVS PER TOWN REVIEW FOR REGisTRX (J$E ��T—�'t—�1 _'CH!E'05nN0 NEST "D otc SAPF cMr 2/18/11 oW 66'g'1 4 ADD NO SNOW STOCKPILING SIGNS 54'S9'E � ' '41 3 MISC. REVISIONS CM' 2/3/11 wte FOUnL 117.64' 2 MISC.REVISIONS. RE LAYOUT C 7/17/11 I. i119.90' N56.59 31°E �O..i 1 MISC. REVISIONS PER TOWN REVIEW CMT 12/8/10 uem \ \ wmt NO. DESCRIPTION* CMT 9/ /10 . Cttae E765trtc -- b REVISIONS CERTIFICATIONS: — 81p° — SITE DEVELOPMENT p --.'F-�---- '--� RwO.E EJOSTWO t) m T{�R2 ,—ASD N DRNEWAr/PAY6EltF ` 111x of �N 1 AClWSETT6GEEpS OF THE OOY1gNWYk7NRER�T�of THE lDasTm a m m') �_ :payo R leo-cu-.w ASSESSORS MAP 3S LOT 60 s45D31 g ATRDAF 1003 OSGOOD,STREET , OSGOOD STREET �_ 134 CIVIL NORM alloovER,MA oless n (KIBLIC-vARVB1E WIDTH R.aWJ 205 NKK a,F PREPARED FOR: II OSGOOD PROPERTIES LLC. L(.F41IT 865 TUR P NE STREET. 2nd FLOOR 6 RIST WtER. DOVER.MA 01845 rz GRAPHICALE m SC = _ _ x113 SIR•a Rood, = smt.on. m W, .2a r4m,NIr FWmpshfn 03079 w -- (603)893-0720 - MNF Design Cons SCALE 'ItantENGINEERS a,Inc. tiw.mhfdldpn..om•PLIHNERS.SURVEYOR) f 1 : • (W rceT') 1m 20' DATE:JUNE 17, 2010 auwwc Fro. �� • — l 1n.D.2D R. RAE KED p O. zso2sPmic I, CCC SHEtT N0.'. + . 230207 3 OF 10 _ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organi zation/Indivi dual):G• A 17 e,:720 BJ C-0 Address:_ �S�1�y K OJ et K81 S'%' City/State/Zip: 't�- Phone #: ?79 -6 01'0(0 -69 (S Are you an employer?Check the appropriate box: Type of project(required): _ 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. F1 New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.1 required.] 5. ❑ We are a corporation and its 10.El Electrical repairs or additions officers have exercised their 1 1. Plumbing repairs or additions 3.F1 I am a homeowner doing all work P myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. / _ Insurance Company Name: Z46 y�tt/uV_ ..2NcS,C. toCo)-3/S 3Ed/A/eo9,3°/o, Policy#or Self-ins.Lic.#: C_1,43/-' 3 8CW f Expiration Date: WdA 3 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Sigpature: p Date: �p a Phone# 7 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Office of on�me ir�i►�ioes� t410 HOME IMPROVEMENT CONTRACTOR Registration: 13130 Type: Expiration: ;571;80013 Private Corporatia! G O CONST�RJCTION CO SNC. JOHN GRASSO Wei 865 TURNPIKE ST N.ANDOVER,MA 01'949-M---- Undersecretary Massachusetts- Department of Public Safetc Board of Buildin!- Re'-ulations and Standards Construction Supervisor License License: CS 22988 JOHN GRASSO 865 TURNPIKE ST NO ANDOVER, MA 01845 ' Expiration: 10/31/2013 Commissioner Tr#: 6177