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HomeMy WebLinkAboutBuilding Permit #281-2011 - Dogwood Circle-Bldg 17 Units 1701,1702,1703 10/6/2010 BUILDING PERMIToNo oT b�ti TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION PermitNO: I 'd�Q�j Date Received Arep �gSSACHUs Date Issued: �� � f� . I PORTANT:Applicant must complete all items on this page LOCATION ` ' Print PROPERTY OWNER R�...z LL_ P431 1 MAP 216 PARCEL:00 ZONING DISTRICT:.Historic District yes SnoMachine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building One family , Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg C.- Others: Demolition Other Septic Well Floodplain Wetland Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: ek Identification Please Type or PrintClearly) OWNER: Name: \/•VZ L7 ( M c._- °,�- � ) Phone: '-A-7 g- e-.%-1 5,3 t Address: ' o® S - v �1�- .,1 "A , CONTRACTOR Name: Q Phone: 9'? 4• Address: I OC> --� c., 0 Supervisor's Construction-License: 12 p %r, Exp. Date: 1 Home Improvement License: Exp. Date: R.6A--I-- 7Y ARCHITECT/ENGINEER Phone: --1-7 t - 4zk3 a �•�e-Q��-- Address: We,s�n-s , NA , 44 a Oat(-.4 ,-21t4- Reg. No. "10 G FEE SCHEDULE.BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ b C-1,C/C-u FEE: $ -2�z a-- Check No.: S�;—? Receipt No.: NOTE: Persons contractint*hregistered contractors do not have acces to the guaranty fund Signature of Agent/Owner Signature of contract r Location y No. —a 6// Date fNORTH TOWN OF NORTH ANDOVER O D } ° Certificate of Occupancy $ Must Building/Frame/Frame Permit Fee $ 7a� s,K Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 72 .6 Check # J �� 23520 /building Inspector 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 COMMENTS CONSERVATION Reviewed on S �U Si nature 4'/41-1— COMMENTS I t 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/Signature &Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes. no Located at 124 Main Street ` Fire Departme"ntsignaturefdate COMMENTS 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 2010 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 NOTE: 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/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) j ❑ 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 NOTE: 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 2008 This document eontoins information-pri—ly I,VO SACH.ARCHITECTURE.Any discloser.or of p,n Wtvey Inlormotlan or reproduction al ihic pp.p l ip ewprftply proflAllsa—1pt os VOWACH ARCWMCNRE may cth—ix p9m<M writing. MAP L E�V O O D RESERVE -ilfe dimenpbn, thef d th. ,hpll tnke prnnedenee pK aimensipn. RACTOR� a SHayE VEPoFY,pnd Dp responsible fpr all aimpnaiom of:FIs proJact dna lhla olRce—1 Gs ^'l nolllu of uny w�ip4'wna rom the aimensli antl condilionn shpwn by these arpxings. 1-� H Ui o WR E BUILDING 19. DOGWOOD CIRCLE - NORTH ANDOVER, MA. ;01845 �x CJ t my u ce< 4 Z Oq x m 'a I � In LD — __---..-_— —_-_-----------------------------------— a IT HEREBY CERTIFY THAT HIS LAN AND AN RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR _ UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED _ ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH Q lO O © Q OF MASSACHUSETTS AS CERTIFIED BY MY HAND AND SEAL. MA.SEAL 9065: ----------- ----------------------------------------------- I----------- J . L----------- --------------------------------------------------L----------- � EAST ELEVATION SCALE:I/1'-I'-O• V zW Q :D KEY 'PLANCIO LOCUS MATERIALS 2 x 4 STUD 17 Q ,:✓ _ '/7 TL'. \,� . \Z:\\' _��� i .�' ` .,,/ l -'/ _ �TS 'F. f ',ii/! STEL r PARTITION �^ W :rn 10 '..•L ,_ - ``I ti- `F �Eg ' - _f ORE9T1 fl O PART;ION u1 Fxi �e GTP _\ -+��. J ,- `r `jj Tt CONCRETE C/I ' \t ` ---" !r I`- �� .Y± 4 + ® OSB SHEATHING W 7r �•\ -24oe \1 ` <`.Ty r a; t FLASHING ./ ^t''3 L / FINISH WOOD r • CONCRETE BLK. � O Q W 1 y _.. -Is\\ " _ _ _ y .X _ PLYWOOD 3O z /9 :90 $3.e ^ ad` '1� +3.eao[ ,M•�..�+���. __ \ �. : < ,' ' i iM1 l.f V O FACE BRICK 'I CONT.BLOCKING MARBLE W —12 -3' , ■O i •n_ - ! !;f" _ _ t f.._...---_'_� `\\ !� \. :%+^ ,+' f �,f\ __ ■ ,. 7 - �' - /-E J t `\� y C7 V • INTERUPTED (y„� BLOCKING '�'� ---�.'�'/ f, ~`• _ _ \V`l` a; SITE BOUNDARY r ACRES CERAMIC TILE y � GYPSUM BOARD H l to COt9PACTED bin.. ... �,1 j ..l •V _1 _$i' TG x GRAVEL ® CEILING TILE OR (~ "e•W i�'I• BITUMINOUS PAVING EARTH U '�r�' '� �` --- : 1 !' � • .0`^ 5 tirRIG10 INSULATIONtow ti yN \,\ p SITE ELOPMENT AREA GLA55 O \ I , BATT INSULATION �. DEV. (� _. TO RAL EMAN O lfL— '" F' f \\'�' C, ; f 3 ' ' \. f 3�•• . I 11 NO. IRENSIONS \ 111 -129 "' r\� �" °o --\::l •4�� I;' a •�i�7 DRAWN CHECKED O. 85 .. -J, s. DATE,V 09/05/2010 39 g. J --_ ■ '?�'�.K'� ^..��`•``6. .'-.... . ... ..._. .�- ..:;'. , ... ..o" �� SCALE: AS NOTED Of JOB N0. : 2009-01-19 Ogg r/ Aaar�r: .. CONSTRUCTION DRALn WING + BLDG�Z! COVER SHEET T SHEET: I _ - �" • .- - s OQ©MLD POG3 P©Rp04 ---Y--- �� ------- _...�,_`_------_._..__... CS-1__����,��,� _ f paD QOG7©4G3�1C4�Oa PROJECT NO.: 2009-04 -19 DATE: 09/05/2010 OF 2 SHEETS Thle docw t oonto.nfwmal on Propr'alory tP t-BACH ARCHITECAURE.Any dlldlo re or ose of ARCHITECTUREwm yi lharwlae agree In wtltthg document I5 expraoely Prohieltod a oapt as-ACR MAP L E W O O D RESERVE W ifen dLnenaom: thane dmwlhge e�loll aka Prec ditia P er¢vled 6membns.CBNTRACTBRS W�y SHALL VERIFY,...he......Hole Iw a dmenel of thu project vnd Mie.11m.moat be ^✓-� notlllad of any oriatlons Irom tha dMnenaions and conditions shown by lMao drawings. h BUILDING 19: DOGWOOD CIRCLE - NORTH ANDOVER, MA. 01845 ARCHITECTURAL ABBREVIATIONSx >q GENERAL NOTES DRAWING INDEX 4 AND E. EAST L. LENGTH S. SOUTH,SOIL JOB NO. f 2009-04-101 4' w m D AT (E) EX1571NG L.D. LINEAR DIFFUSER 9,A. SUPPLY AIR.SINGLE ACTING I THE TERM"WORK'AS USED IN THESE NOTES SHALL INCLUDE ALL PROVISIONS AS DRAWN OR SPECIFIED Q A AIR EA. EACH LAB. LABORA70RY BAN. SANITARY IN THESE DOCUMENTS AS WELL AS ALL OTHER PROVISIONS SPECIFICALLY INCLUDED BY THE OWNER IN A.B, ANCHOR BOLT(9) E.A. EXHAUST AIR LAM. LAMINATE(D) 5.C. SOLID CORE THE FORK OF DRAWINGS,SPECIFICATIONS.AND WRITTEN INSTRUCTIONS. O y ASIAN. ABANDON E:F. EACH FACE LAV, LAVATORY S.C.D. SEAT COVER DISPENSER DATE ISSUED: IO/O!S/2010 ABV.C. ABOVE CEILING E:H.H. ELECTRIC HAND HOLE LB,er It POUND SCHED. SCHEDULE 2. BEFORE SUBMITTING A BID.THE CONTRACTOR AND ALL 5UB-CONTRACTOR5 SHALL VI51T THE PREMISES ABV. ABOVE EL ELEVATION L.C. LEAD COAT(ED) SCR. SCREEN TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED TO A.C. AIR CONDITION UNG) ELEC. ELECTRIC(AL) LG. LONG S.D. STORM DRAIN.SOAP DISPENSER, COMPLETE THE PROJECT. ARCHITECTURAL ACOU5. ACOUSTICAL ELEV. ELEVATOR L.H. LEFT HAND 5UBDRAIN AC.PNL. ACOUSTICAL PANEL EMER, EMERGENCY L.H.R. LEFT HAND REVERSE SDG. SIDING 3. CONTRACTORS SHALL NOT SUBMIT A BID FOR THIS WORK UNLESS THEY ARE FULLY QUALIFIED AND AC.T. ACOUSTICAL TILE E.M.H. ELECTRIC MANHOLE LKR. LOCKER SECT. SECTION LICENSED 8Y THE STATE IN WHICH THE WORK 15 TO BE PERFORMED. CS-I PROJECT DOVER SHEET A.T.C. ACOUSTICAL TILE CEILING ENCS. ENCLOSURE L.L. LEASE LINE 5.E.F. SMOKE EXHAUST FAN CS-2 PROJECT DATA AND CODE INFORMATION A.D. ACCESS DOOR.AREA DRAIN ENT. ENTRANCE L.P. LIGHT POLE,LOW POINT SERV. SERVICE q, F THE CONTRACT DRAWINGS ARE FOUND TO BE UNCLEAR,AMBIGUOUS OR CONTRADICTORY,THE ADD. ADDENDUM D ENT EDGE OF DECK LTL. LINTEL S.F. SQUARE FEET CONTRACTOR MUST REQUEST CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING A-I EXISTING,NEW POUNDATION PLANS ADDL. ADDITIONAL E:O.F. EDGE OF FLANGE LT. LIGHT S.H. SPRINKLER HEAD WITH THAT PART OF THE WORK. FOUNDATION DETAILS ADJ. ADJUST(ABLE),ADJACENT E:O,R. EDGE OF ROAD nor ROOF LTG. LIGHTING SH. SHELF S. THE ARCHITECT SHALL BE AVAILABLE TO VISIT THE SITE WHEN REQUESTED.IF A CONDITION:EXISTS A.F.F. ABOVE FINISH FLOOR E:Li.P. ELECTRIC PANEL'BOARD LT.WT. LIGHT WEIGHT SHT. SHEET THAT REQUIRES OBSERVATION OR ACTION BY THE ARCHITECT OR ENGINEER, THE CONTRACTOR A-2 GARAGE WALL.ROOF FRAMING PLANS ALT. ALTERNATE EEQUAL SHTH. SHEATHING SHALL NOTIFY THE OWNER AND THE ARCHITECT. FRAMING DETAILS I HEREBY-CERTIFY THAT ALUM. ALUMINUM EQUIP. EQUIPMENT 94.. SLEEVE THIS PLAN AND ANY MACH. MACHINE A.P. ACCESS PANEL E)W. EACH WAY MAS. MASONRY 9,M.H., SEWER MANHOLE L. CONTRACTOR SHALL BE FAMILIAR WITH PROVISIONS A ALL APPLICABLE CODES AND SHALL INSURE RELATED CONSTRUCTION ARCH. APPROXIMATE(LY) E1W.C. ELECTRIC WATER COOLER MAT. MATERIAL S.N.D.. SANITARY NAPKIN DISPENSER THE COMPLIANCE OF THE WORK WITH ALL LOCAL,STATE AND NATIONAL CODES.THE MORE STRINGENT A-3 FRAMING SECTION A-A.WALL SECTION 1 DOCUMENTS WERE ARCH. ARCHITECT(URAL) E1W.H. ELECTRIC WATER HEATER S.N.R- SANITARY NAPKIN RIECEPTICLE SHALL GOVERN. FRAMING DETAIL PREPARED BY ME OR MAX. MAXIMUM ASPH. ASPHALT EXIST. EXISTING M.C. MEDICINE CHEST S.P. SOAP DISPENSER,STORM DRAIN, WNDER MY DIRECT L ORG ANGLE IME AL) EX EXHAUST 5UBDRAIN 7. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. A_ M,C.F. METAL CAP FLASHING SAFETY.CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION,COMPLIANCE WITH STATE AND 1 GARAGE PLAN.ROOF PLAN SUPERVISION AND THAT ANGLE (DEGREES) EXP. EXPANSION MECH. MECHANICAL SPEC(5). SPECIFICATION(S) FEDERAL REGULATION REGARDING SAFETY AND COMPLAINCE WITH REQUIREMENTS SPECIFIED IN THE DETAILS I AM A DULY REGISTERED A7 C. AT CEILING EKED. EXPOSED MED. MEDIUM SPKR. SPEAKER OWNER/CONTRACTOR 15,AND SHALL BE,THE CONTRAC70R5 RESPONSIBILITY. ARCHITECT UNDER THE EXP.JT./E.J.EXPAN910N JOINT MEMB. MEMBRANE SQ. SQUARE A-4.1 DETAILS.WALL TYPES LAWS OF THE COMMONWEALTH EXT. EXTERIOR 5.R. SPRINKLER RISER WINDOW TYPE OF MASSACHUSETTS AS MET. METAL 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR STA. STATION ALL CONSTRUCTION MEANS,METHODS.TECHNIQUES.AND SAFETY PROCEDURES AND FOR COORDINATING B.C. BOTTOM OF CURB,BRICK COURSE, MFD. MANUFACTURED CERTIFIED BY MY HAND BLOCK COURSE F.A. FRESH AIR.FIRE ALARM MFG, MANUFACTURING STD. STANDARD ALL PORTIONS OF THE WORK. A-5 EAST ELEVATION.NORTH ELEVATION AND SEAL. BD. BOARD MFR. MANUFACTURER STL, STEEL F.A.I. FRESH AIR INTAKE BEL. BELOW M.H. MANHOLE S.S. STAINLESS STEEL,SERVICE SINK 9. FA NOT SCALE DRAWINGS.USE WRITTEN DIMENSIONS FOR ALL MEASUREMENTS,ALL DIMENSIONS ARE TO WEST ELEVATION,SOUTH ELEVATION F.B. FLAT BAR STOR. STORAGE FACE OF CONCRETE,FRAMING,OR'MASONRY.(UNLESS N07ED OTHERWISE.) BIT. BITUMINOUS F.C. FIRE CODE MIN. MINIMUM STRUCT. STRUCTURAL MA.SEAL 9085: BI7.CONC.BITUMINOUS CONCRETE p,C.O. FLOOR CLEANOUT MIR. MIRROR 10. CONTRACTOR SHALL SECURE ALL PERMITS AND FEES INCURRED IN THE COMPLETION OF THE'PROJECT, B.L. BUILDING LINE MISC. MISCELLANEOUS BURR. SURROUND - FD. FLOOR DRAIN.FIRE DAMPER INCLUDING BUT 1407 LIMITED TO BUILDING PERMITS.WATER,TELEPHONE AND ELECTRIC SERVICE BLT. BUILT FDN, FOUNDATION MLlO MOULDING 9USP.. SUSPEND fED) CONNECTION,CERTIFICATE OF OCCUPANCY SURVEYS AND INSPECTIONS. BLDG. BUILDING FE. FENCE M.O.. MASONRY OPENING SW. SWITCH 10 BLK. BLOCK 5.W. SIDEWALK F.E.0 FIRE EXTINGUISHER CABINET MOD. MODULE.MODULAR II. SCOPE OF WORK:THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL LABOR.MATERIALS.EQUIPMENT, Ism. BLOCKING SYM. SYMETRICAL F.F. FINISH FLOOR MTD. MOUNTED TRANSPORTATION AND PAY ALL EXPENSES INCURRED IN THE PROPER COMPLETION OF WORK(UNLESS BM. IS FP FLAT,H,G. IRE HO EDCABINET MULL. MULLION TG MOUNT G,MEETING $YMB. SYMBOL NECESSARY FALLYOR PRODUOTED OCTBE THE ION OF AORK OF COMPLETEH HABITABLE CONTRACTOR SHALL INCL DNG BUT NOT WORK TO BOT. BOTTOH BBIRK, CKRIT. BBRIRACKET SITEWORK,ARCHITECTURAL,ELECTRICAL,PLUMBING AND HVAC. FIB. FIBER T. TREAD FIN. FINISH 7_B_ TAPERED 12. INSURANCE:WORKMAN'S COMPENSATION A9 REQUIRED BY LAW.AND PUBLIC LIABILITY SHALL BE CARRIED Q BULL. BASEMENT FIN.GR. FINISH GRADE N. NEW T.B. TOWEL BAR BY THE CONTRACTOR, BULL. BULLETIN IN NORTH FIN.FL. FINISH FLOOR T.C. TOP OF CURB BULL.BD. BULLETIN BOARD FIXT. FIXTURE NAT. NATURAL 7,D. TOWEL DISPENSER,TRENCH DRAIN 13. OUARANTEE:THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED AND p C.n FL. FLOOR.FLUSH NEG. NEGATIVE TEL" 7ELEPHONE INSTALLED BY HIM,OR H15 5UB-CONTRACTOR5 FOR A PERIOD OF ONE (D YEAR FROM DATE OF 7 Q,' DU� {-- N.I,C. NOT IN CONTRACT ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WITHIN THAT PERIOD WITHOUT EXPENCE TO }... FLASH. FOLDIN 4 TEMP. TEMPERED CAB. CABINET FLOG. FOLDING NO.or 0 NUMBER TER. TERRAZZO THE OWNER AND PAY FOR ALL DAMAGES TO OTHER PARTS OF THE BUILDING RESULTING FROM BO �N 1°4J 01 NOM. NOMINAL DEFECTIVE WORK WITHIN TEN 1101 DAYS AFTER 17 IS BROUGHT TO HIS ATTENTION. CAR. CARPET FL.GL. FLOAT GLASS T / G TONGUE /GROOVE c N.T.S. NOT TO SCALE 11. PROTECTION:THE CONTRAC70R SHALL BE RESPONSIBLE FOR HIS WORK AND THAT OF HI$SUB- �A. a- �� p C.B. CATCH BASIN FLUOR. FLUORESCENT T.H, TISSUE HOLDER -I' l^ C.B.C. CONCRETE BLOCK COURSE F.O.C. FACE OF CONCRETE THK. THICK C.D. CEILING DIFFUSER F.O.F, FACE OF FINISH O. OIL THR, THRESHOLD CONCONT NCTIRACTON WITHH THE WORK FOR LOSSES AAND FOR ND ACTS OF ES TO EQUIPMENT. EMPLO EESS,AND MATERIALS USED IN [ y �n O.A. OVERALL.OUTSIDE AIRAV.• f. CONDENSATE DRAIN F.O.M. FACE OF MASONRY T.M.H. TELEPHONE MANHOLE CEM. CEMENT F.O.5. FACE OF STUD OBS. OBSCURE 7,p, TOP OF PAVEMENT 15. CLEANING UP;THE CONTRACTOR SHALL,AT ALL TIMES KEEP THE PREMISES FROM ACCUMULATION OF O.C. ON CENTER A W CEM.PL. CEMENT PLASTER FP. FIREPROOF(ING) T.P.D. TOILET PAPER DISPENSER WASTE MATERIALS AND RUBBISH AND AT COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE CER. CERAMIC F.R, FIRE RETARDANT O.D. OUTSIDE DIAMETER.OUTSIDE T.P.H. 701LET PAPER HOLDER All RUBBISH,IMPLEMENTS,AND SURPLUS MATERIALS AND LEAVE THE HOUSE CLEAN,WITH PAINTED C.G. CORNER GUARD,CEILING GRILLE FR. FRAME DIMENSION T.O.C. TOP OF CONCRETE AND WOOD SURFACES CLEAN.ALL FLOORS WAXED AND/OR POLISHED AS SPECIFIED.AND ALL GLASS C.H. CABINET HEATER,COAT HOOK F.R.P. FIBERGLA55 REINFORCED PLASTIC O.F.C.I. OWNER FURNISHED,CONTRACTOR T.O.P. TOP OF FOOTING AND MIRRORS CLEANED AND POLISHED. U �"z CHID. CHECKERED F.S. FULL SIZE IN5TALLED T,O.S. TOP OF STEEL G1� Q En V 0 C.1. CA5T IRON(PIPE) FT. FOOT,FEET OFF, OFFICE T.O,W, TOP OF WALL 14. CONTRACTOR IS TO PROVIDE A 415T OF ALL 5U5-CONTRACTOR5 USED TO THE OWNER,COMPLETE WITH C.I.P. CAST-IN-PLACE FTG. FOOTING O.H. OVERHEAD TOL. TOLERANCE ADDRESSES,PHONE NUMBERS AND COPIES OF ALL WARRANTIES. 1 O C.J. CONTROL JOINT FUR. FURRING OPER. OPERATOR T.PTN. TOILET PARTITION CK. CHALK BOARD Fu N. FURNISH fED) OPP. OPENING IRAN. TRANSOM 11. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED AND INSTALLED AS REQUIRED AND LOCATED BY THE CL.or CENTERLINE FUT, FUTURE DPP. OPPOSITE TRANSF. TRANSFORMER FIRE DEPAERTMENT AND IN ACCORDANCE WITH 180 CHR 3603.14 FIRE PROTECTION SYSTEMS 86.03.14.3 end 3603.14.10) STRUCTURAL W OFF051TE HANDH. CLC. CEILING F.V. FIELD VERIFY OPP. TV TELEVISION 18. OWNER SHALL HAVE ACCESS TO THE PROJECT FOR COMPLETION OF WORK BY OWNER. �" A CLKG. CAULKING DRG. ORGANIZED TYP. TYPICAL W CLO. CLOSET N/A cal. CLEAR PART ED. PARTICLE BOARD C.M.U. CONCRETE MASONRY UNIT Gq, GAUGE PART. PARTITION UC. UNDERCUT _J W X Q CNTR. COUNTER GAL. GALLON 15) P.6- PUSH BUTTON U.F. UNDER FLOOR WW W C.O. CLEAR OPENING,CLEANOUT GALV. GALVANIZED P.C.. PLUMBING CONTRACTOR U.H. UNIT HEATER �^+ COL. COLUMN G.B. GRAB BAR PC. PIE U.L. UNDERWRITER'S LABORATORY PLUMBING O COMP. COMPRESSIBLE,COMPACTOR G.C. GENERAL CONTRACTOR PERIM. PERIMETER UNEXCAV, UNEXCAVATED GENE: DESIGN CRITERIA C Q CONC. CONCRETE G.D. GUTTER DRAIN PERP, PERFORATE(D UNFIN. UNFINISHED z GOND. CONDITION.CONDENSER GEN. GENERAL PERP. PERPENDICULAR ITO) U.N.D. UNLESS N07ED OTHERWISE e CONF. CONFERENCE G.I. GALVANIZED IRON PIE PAGE U.O.N. UNLESS OTHERW15E NOTED ARCHITECTURAL DESIGN CRITERIA y� Q z' "' CONN. CONNECTION,CONNEC70R GL. GLASS PL. PLATE UR. URINAL N/A V CON5T. CONSTRUCTION GLZD. GLAZED P.L. . R PROPERTY LINE CONT. CONTINUOUS PLA9. PLAB71C V. VENT G.M. GAS METER MASSACHUSETTS STATE BUILDING CODE,TSO CMR,SEVENTH EDITION 13a H Q CONTR. CONTRACTOR PL.LAM. PLASTIC LAMINATE V.B. VAPOR BARRIER �[ ZO CND. GROUND P, CORR. COORDINATE GR. GREASE,GRADE PLUMB. PLUMBING V.C. VITRIFIED CLAY CORR. CORRIDOR GRAN. GRANITE PLYWD. PLYWOOD V,C.T. VINYL COMPOSITION TILE SIX(6)BAY WOOD FRAMED DETACHED GARAGE MECHANICAL C.R. COLD-ROLLED.CEILING REGISTER GRAV. GRAVEL P.M. PRE55ED METAL VERT. VERTICAL �i @ Q C5. COURSE(57 GRD.RL. GUARDRAIL ENL. PANEL VEST. VESTIBULE BLDG. USE GROUP U - UTILITY F 0.! CSK. COUNTERSUNK G.W.B. GYPSUM WALLBOARD PNLG. PANELLING V,I.F. VERIFY IN FIELD NIA ['-+ W C.T. CERAMIC TILE PDL. POLISHED VIN. VINYL CT. COUNT,COURT H. HIGH P09. P051TIVE V.J. V-JOINT CTR. CENTER H.$, HOSE BIB P.P.GL POLISHED PLATE GLA99 VNR. VENEER STRUCTURAL DESIGN CRITERIA U CLL CUBIC PR. PAIR V.R. VENT RISER W H.C. HOLLOW CORE C.U.H. CABINET UNIT HEATER PRE.G. PRECAST CONCRETE V.S. VENT STACK f"f H.D. HUB DRAIN C a[ CHANNEL HIDED. HEADBOARD PP7. PARKING V.T, VINYL TILE MASSACHUSETTS STATE BUILDING CODE,180 CMR,SEVENTH EDITION ELECTRICAL O HDR. HEADER GROUND SNOW LOAD - :55 PSF NDWR. HARDWARE W. WEST,WIDE.WASTE D. DRAIN H.D.F. HANDICAP DRINKING FOUNTAIN BASIC WIND SPEED (MPH) = IID Fa D.A. DOUBLE ACTING HDWD. HARDWOOD P.T. PRESSURE TREATED W/ WITH EARTHQUAKE DESIGN FACTORS: Ss 0..33. SI O.OlS NIA DBL. DOUBLE HK. HOOK PTD. PAINTED W.B. WORD BASE DEG. DEGREE H,M. HOLLOW METAL PTN, PARTITION W.C. WATER CL05E7 DEP. DEPRE9$ED HD. HOUSE P.T.D. PAPER TOWEL DISPENSER W.C.O. WALL CLEANOUT NO. REVISIONS DEPT. DEPARTMENT HO. HORIZONTAL P.T.R. PAPER TOWEL PECEPTICLE WD. WOOD DET. DETAIL P.V..C. POLYVINYL CHLORIDE WOW. WNDOW TABLE 6301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT(: O.F. DRINKING FOUNTAIN H.P. HIGH POINT,HORSE POWER W.G. WIRE GLASS,WALL GATE DIA,a 0 DIAMETER OR ROUND HR, HOUR W,H. WALL HUNG,WALL HYDRANT DIFF. DIFFUSER HT. HEIGHT Q.T. QUARRY TILE WH.CHR. WHEELCHAIR USE LIVE LOAD (PSF) DIM. DIMENSION HTR. HEATER W,I. WROUGHT IRON SYMBOLS OISP. DISPENSER HVAC HEATING.VENTILATION,1 W.M. WIRE ME5H,WATER MAIN. ATTICS WITH STORAGE 20 D15 DARK AIR CONDITIONING R COEFFICIENT OF THERMAL WATER METER DN. DOWN HYD. HYDRANT RESISTANCE W/O WITHOUT ATTICS WITHOUT STORAGE 10 H.W. HOT WATER R. RISER,RADIUS WP. WATERPROOF(ING) D.O. DOOR OPENING DECKS 40 H.W.H. MOT WATER HEATER R.A. RETURN AIR W.P. WORK POINT DO, DITTO �--DOOR NUMBER DDM. DOMESTIC RAD. RADIUS W.5 WASTE STACK EXTERIOR BALCONIES LO DP. DEEP.CAMPROOF(ING) I.D. INSIDE DIAMETER,INSIDE R.C. REINFORCED CONCRETE PIPE WT. WEIGHT FIRE ESCAPES 40 DR. 000R DIMENSION R.D. ROOP DRAIN W.W.F. WELDED WIRE FABRIC D.B. DOWNSPOUT RDWY. ROADWAY W.W.M. WELDED WIRE MESH GUARDRAILS AND HANDRAILS 200 DRAWN CHECKED DWG(5) DRAWING f5) IN. INCH,INCHES DETAIL NUMBER INCAN. INCANDESCENT REF, REFER,REFERENCE GUARDRAILS INFILL COMPONENTS 60 5 DWL DOWEL INCL. INCLUDE ISI,INCLUSIVE REFR. REFRIGERATE,(ANT),fAT10N1, YD. YARD R.J.V. R.J.V. (ATOR),(ATED) SHEET ON WHICH DETAIL INET. INSTALL IED PASSENGER VEHICLE GARAGES 50 A-B IN9UL. INSULATION.INSULATING, REO. REGISTER IS DRAWN INSULATE(D RELO REINFORCE(D ROOMS OTHER THAN SLEEPING ROOMS 40 DATE 10/05/2010 INT. INTERIOR REM. RELOCATE INV. INVERT REMOD. REMODEL R MOVE SLEEPING ROOMS 30 SCALE: AS NOTED RET. RETAIN,RETURN STAIRS 40 A SECTION LETTER JAN, JANITOR REQ., REQUIRED J.C. JANITOR'S CL05ET RE51L. RESILIENT q_q UOB NO. :200-1-04-19 JT. JOINT REV. REVISED <-SHEET ON WHICH SECTION J.P. JOINT FILLER R,H. RIGHT HAND,ROBE HOOK O(:� �j O n ©(�FST a L� 19 DRAWN CONSTRUCTION DRAWING w J9T. do 5T RM.R ROOM HAND REVERSE (n�Bj Jrn �J �7 0 w 1p (jU w IJ COVER SHEET 2 K.E. KITCHEN EXHAUST RND.a 0 ROUND UL W D� Q O a 4 G M Q 4 O a SECTION OR DETAI4 NUMBER SHEET: 2 �_SECTION OR DETAIL TITLE KIT, KITCHEN R.O. ROUGH OPENING K,P. KICK PLATE R.T RAILROAD I DETAIL K.O. KNOCKOUT R.T.U. ROOF TOP UNIT PROJECT NO.: 2009-04 -19 DATE: 10/05/2010 A-I SCALE: RWD. REDWOOD R.W.L. RAIN WATER LEADER SHEET NUMBER OF 2 SHEETS }nkWWJoouYmYml cmlobw hlarmplb�p.ePirlmy 1e vORBACN MCNIi[CNR[.M .p1RCNITECNRE inay olpwrwlr In wW,Oxun•nl IR wxpl rNY e.abRwl i+eapl ut vORBACNi r.' Cp 4a'-0' r a amm nw.cwTRA s vhwWi/•1 r'� RemNa or m Ialm.o-m�ue am °m'oN e i`•e wbe:«croR I� = O m AR H fi °=T - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , k�`o0�(��IV49 ' T cONCRE"SLAB I Q y = d V m 085 x z o 1I108HED GRADE B TON, Q W a $S. S�J e b NEW S'POURED V BARS•IL'O.C. I `(� O O CONCRETE VERTICALLY a vl POWNDATRJN WALL {1E t�l!Pml 0 D e4 BARS•24'O.C. - i z W/ALTERNATE HOOK 47. I I I I a b i'CMU GROUTED SOLID •. • 3 s6 BARS CONT. GARAGE SLAB THIS RPLA NCAND FANY AT RELATED CONSTRUCTION NOTE:BOTTOM OP NEW I •'�• DOCUMENTS WERE FOOTING TO BE PREPARED BY ME OR COSTING OD W/ EXISTING CONDITIONS 2 oUNDER MY DIRECT 5 REEAR DOWEL SET AT B'INTO SUPERVISION AND THAT @X18TMG CONCRETE FOUNDATION 1 AM A DULY REGISTERED W/CONCRETfi EPO%Y.AND<'INTO CONCRETE BLocK ITECT UNDER THE LAWSARCH OF THE COMMONWEALTH i FOUNDATION SECTION OF MASSACHUSETTS B MY H D CERTIFIED BY MV HAND SCALE:a/4•-r-o I AND SEAL, I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J — --—————— --— --— -- --—————— ———————— EXISTING CONCRETE FOUNDATION MA.SEAL 9085: L — — — — — — — — — — — — — — — — — — — — aoo u -t Vf T-O' a'-O' 4'-O• 2'-II I/Y 1'-O' a'-O' T-O' -I V4' c.o. c.o. C.o. c.o. iv 2 FOUNDATION DETAIL EXISTING FOUNDATION PLANq-� SCALE,a• Y-O' [� REP. V Ly NORTH SCALE:1/4'-1'-0' W FOUNDATION GROSS S.F. 1152 z FOUNDATION PERIMETER m 144'-0' Fa-•I C Ny' x:-44 y„a Ra Q Z rn I/2•DIA.ANCHOR BOLT Wy e`EMBEDDHENT hY FW+n ''F(--7-11 y GARAGE SLAB ry 1 /y NEW 8'POURED CONCRETE NEW B'POURED CONCRETE W /✓••� O O POUNDATION ON 12'X 24• ONE III COURSE S'CMU y POUNDATIO9 ON 12'X 24' VCONCRETE FOOTING GROUTED SOLIDCONCRETE FOOTING-r - - — — — — — — — — — — — — — — — — — — - - - - - - - , I.I. O I ,, I S"CMU GROUTED SOLm � � LT] {� F- - - - - - - r - - - - - - - - - - - - — — — — — — — — — — — — — — — — , j — — — — — — -I (-I ', W` IT �`rr�� G✓�• I I I I v S REBAR DOWEL SET AT!"INTO EXISTING CONCRETE POUNDATION y N/' CONCRETE EPDXY.ANO V INTO CONCRETE BLOCK Z F- EXISTING CONCRETE FOUNDATION I I I l i I U W I i i 0 I I ON@/ll COURSE L'CMU REINFORCING.OVER r COMPACTED 6AND, O ONg 111 COURSE L'cHU I I GROUTED SOLID 4'4000 R CONCRETE OMPA T MICROMESH GROUTED SOLID T U LJ OVER<MIL POLY.VAPOR BARRIER OVER K I 8'CRUGHED STONE,OVER COMP.AC4ED I NO. REVISIONS ' I CLEAN fLLt I 3 I I A-1 I I I i I s I I 3 i I I I I S I I I I i t D„E IN DDWREE L'DMW I 3 FOUNDATION DETAIL I GROUTED SOLD I A OCALG a'-Y-O DRAWN: CHECKED: 1_ — — — — — — I L L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J — _ — — — — —J I V'9 R.J.V. R.J.V. __—_____ — —_ —--___--_ ___ ___ __ _ _ ____ _ __ _ ————____ L — — _. — — — — J_ — — — ._ — — — — — — — — — — — — — — — — — — — — — — — J_ — — — — — — — J DATE 10/05/2010 SCALE: AS NOTED NEW FOUNDATION PLAN J08 NO. : 2009-05-19 -L• REP. - r-v Y-w rvwL T-w r-v CDNSTRUCTION DRAWING cn uGRT H SCALE,1/4••r-o- co EXISTING.NEW FOUNDATION FOUNDATION GROSS S.F. 1128 SHEET;FOUNDATION DETAILS a.-17 FOUNDATION PERIMETER 192'-0A 99@09199 P OO �7 W GP©R Gil 0 4 WOE) 9@09V 3MEVO M A- 1 PROJECT NO.: 2009-04-19 DATE: 10/05/2010 10 OF 6 SHEETS a p mallyr p o VCRBGCM GRCHiECryRC.♦ O;aGown a of • ,1RCWTEC�URE rma atlwra In urill oYEooumanl N awrnalY P,WiNRadYe.cwt w vOPBACrI pp (� n U d 0 0 0 1JLL'OSB WALL BNEATRING V � l - 4 4 4 4 C) a 4 v W-r n-m Ir-o• R-x• IC-r p� z OQ A,2 c c c � c U � •�� N R)U lD u - 2 X G FIRE O lr3 0 j 5 j, A-2 BLOCKING 2 X 4 INTERIOR WALL b b b p r i. FRAMING DETAIL SCALE,I I/r 1-o' HE CERTIFY THAT ������ THIS PLAN AND ANY RELATEDCONSTRUCTION DOCUMENTS WERE vu•oBB WALL SHEATHING UNDERRMY D R CT ED B ME OR SUPERVISION AND THAT 1 I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH :a OF MASSACHUSETTS AS CERTIFIED BY MY HAND AND SEAL. MA,SEAL 9085: It a 1 L' 1�L' I 9 G' Y-L• 1-L' 9 L' 2 X PIKE HEADER SPAN __HEADER SPAN — HEADER SPAN JL 1 READER SPAN HEADER SFA. HEADER SPAN BLOCKING 12 X 4INTERIOR WALL 131 2 X 12 IwTH 121 V2• , PLATES ITYP) , A62 ,...A53 r-•I 1A' e•-Y a•-a IJT w-Y a•-s e•-9• a•-z yr e-Y a'-a I✓e• e•-e ve• a•-a yr E•-r r-T s FRAMING DETAIL _•9 SCALE:1 1/2'.P-O' rl� s REF. GARAGE WALL FRAMING PLAN NORTH SCALE 114•-1•-O' GARAGE WINDOW SCHEDULE a MARK TYPE COUNT R.O.SIZE UNIT 0IMEN91ON REMARKS O AWNING 6 2'-6 1/2" X 2'-6 1/2" 2•-4°X 2'-6• VICON NEW CONSTRUCTION SERIES BY HARVEY.COLOR:WHITE,LOW E ARGON GLAZING,TWO (2)LITE GRID 2 X L ROUGH FASCIA � W� o Q C) oQ a a � 3 w Q Z Lf U L LI 2 X 4 INTERIOR WALL r y O O ti O O O Q 2%L FRAME 2 X L PRAHe •RA.14 •RA. O N 1 0 OCKING o O O € E 2f' rL'I D U U O � 2 3 u u u NO. REVISIONS i - o T/LL'OSB WALL SHEATFIMG c FRAMING DETAIL [D I_ �CALE111,2'. O• EM] � 0 ` �10/05/2010 0fQ` DATE: 2 X L ROUGH FASCIA 0• 9 5 !~.. SCALE: AS NOTED BOS N, JOB NO. : 2009-09-19 ReF. ROOF FRAMING PLAN M/Q CONSTRUCTION DRAWING NORTH SCALE;IH'-1',' A` GARAGE WALL,ROOF FRAMING TRUSS 1 COUNT - 35 CSC PLANS,FRAMING DETAILS TRUSS 2 COUNT . 2 y OF Mp O p©�pp p o p p©p 1 0 4 SHEET: 2 0GOD 9@M@V021!fl9V9@w A-2 PROJECT NO.: 2009-04-19 DATE: 10/05/2010 OF 6 SHEETS �xtwiiic�uaE«wraan:I�.P»n.,nM """�o..Pear a,w,uro».al w wxe.a r-, n »un«m»r w,an»,va•.m.a..,».w.:.w.e.unb,:°tt :.ar »:m»,:,:,1 I. O Zo CSX PLYWD. ROOF SHEATHING RO 11 NOTE.TR4SSE9 ARE TO pE CT ACLED AND t e ARE TO DE BRACED IN STRICT ACGORDANC! C W/'FABRICATORS SPEC IHCATION9 x � >q N z 0 PRE-ENGINEEREDM I=,�., COMMON ROOF TRUSS C � u (� O Is o z 1O e TOP OF 131 3 X L CAP PLATE A-3 i PLY3WD 12-5 ATTfi(3)1/2VN'DEE WALL SHEATHING I 1 HEREBY CERTIFY THAT THIS PLA AND ANY Pl1Y]IUpPLATEB 131 yr ' RELA CONSTRU TION \ f DOCUMENTS WERE 1 PREPARED BY ME OR u w 1. 3 STRAPPING UNDER MY DIRECT >r •u.•D.C. SUPERVISION AND THAT x I AMA DULY REGISTERED Q e O d ARCHITECT UNDER THE � a a LAWS DF THE COMMONWEALTH H OF MASSACHUSETTS AS » x » w CERTIFIED BY MY HAND n V2'Cox PLYWD. AND SEAL. r MA SEAL 9065: u = u D 'v3 qz TOP OF CONCRETE BLOCK » w - - X a _ TOP OF FOUNDATION 11 V Q a_ SILL PLATE: K.D.3 X L OVER P.T.3 X t OVER ti ,` �1 SILL SEALER I D V ^ - 'l < H L'CONCRETE BLOCK u GROUTED SOLIDI W A-A FRAMING SECTION SCALE:1/1' C-O' j w w BY EXISTING FOUNDATION O HIST HURRICANE TIE O "SIHPSON-OR EQUAL O V 0 x U W cop w a' z a TO STOPL 3/eE BELOW TOP OF CAP PLATE TO ALLOW FOR TRUSS 3 BEARING u W n . p a FRAMING WALL SECTION I X 9 BTRPPPING A-3 SCALE:3/4•-r"O' NO. REVISIONS F ]X L ���• \S�ERED AR�y/ Q�V oOrL��J.Vp9 V3'COX PLYWD. Q ]x 4 LEDGER O. 85 ti DRAWNCHECKED 80 N � R.J.Y. R.J.V. b I/Y m s`�e• J DATE 10/05/2010 r-o• 'X`jIT OF MPSSP SCALE:: AS NOTED JOB NO.: 2009-09-19 CONSTRUCTION DRAWING FRAMING SECTION A- A, WALL SECTION 1,DETAIL FRAMING DETAIL OQE3 N� SHEET: 3 SCALE:3"-1'-0• 0 1W A-3_J PROJECT NO.: 2009-04-19 DATE: 10/05/2010 Of 6 SHEETS tL4 aocaw�v.l cm„N•mfo•mdNn�uidN rao VgiB`iX LRCNU[CN�.n.y a4cl ec.e v csr of •. PRCHIt[CILWE"m M..N a N r,I v, =.mM •.,,:.Y P ,1.L ncml,.wxancN W � nminra c1 o Y rlstmns�m minevebne.slenMsmasemdtisni�censKdeY tMee b v TORS e rU b e 6/e'TYPE"x'FIRE RATED 6283 DRIP CAP GYP.DD.OVER 1/2•CDx CJ BY'KLEER' PLYWD. 11 IDBLOW) = O A-4 PRE-PRIMED CEDAR I X 3 PROTECTED TRIM BOARD ^W LAPISOARD W/,' BY'W—oxe' CG XPO6URE OVER `•-' ----� TYPAR BWLD140oVE WRAP -- BNEATiYNG 085 WALL Q Mv OVERHEAD DOOR W a W C ---- p a� e z > o - A-4. A-4. 6/4 X G PROTECTED 6/,X B PROTECTED I X a PROTECTED TRIM BOARD TRIM BOARD BY TRIM BOARD BY BY'WndwrONo'RIPPED TO •WIn ..' 'W:nEwrOME' DIMENSION I HERESY CERTIFY THAT THIS PLAN AND ANY _ RELATED CONSTRUCTION a 3 3 3 3 3 s CORNER DETAIL PREPARED BV EME OR 4 SCALE:1 1/2'-r-o• UNDER DIRECT SUPERVISS ION AND THAT I A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH GARAGE A A A f�g�E rc A OF MASSACHUSETTS AS v-+•x sr-Ir 2003 n'-c•x 2z-u• o00o rc-r x n'-P aoc Ir-T x v-u• 1804 r-c•x n'-c• f•o1L.w�J -r x s�-w nL_o3 J ONE IU HOUR WAL4 CERTIFIED BY MY HAND 2 X,BTYP •IL"O.C. BD 6BOTHYSIDES IU306) AND SEAL. GYP. TYPE•X'FIRE RATED FLYPWp D.OVER 1/Y COX MA.SEAL 9085: (D 8 9 J 10 I --- -4. O TRIM BOARD BY TED 'WadaONE' V DOOR SCHEDULEPLAN DETAIL _ REF. GARAGE PLAN NO TYPE SIZE REMARKS L_11 NORT SCALE:1/4'-V-O' I 1 9'-O•x,'-O"X 13/4' STEEL SANDWICH.FLUSH PANEL.OVERHEAD SECTIONAL GARAGE DOOR.MODEL F LL BY'SAFEWAY'W/OPENER AND KEY DISCONNECT .._, 2 1 9'-O•X,'-O"X 1 3/,• STEEL SANDWICH.FLUSH PANEL OVERHEAD SECTIONAL GARAGE DOOR,MODEL M GG BY'SAFEWAY'W/OPENER AND KEY DISCONNECT ONE 11)HOUR WALL: m I•,� 3 I 9'-O'X l'-O"X 13/4' STEEL SANDWICH.FLUSH PANEL,OVERHEAD SECTIONAL GARAGE DOOR.MODEL a 2 X 4 STUDS•1 O.C- <G BY'SAFEWAY"W/OPENER AND KEY DISCONNECT W/6/S'TYPE'X'GYP. W '� DD.BOTH SIDES 1005> 4 1 9'-O'X,'-O'X 13/4' STEEL SANDWICH,FLUSH PANEL,OVERHEAD SECTIONAL GARAGE DOOR,MODEL•LL BY'SAFEWAY'W/OPENER AND KEY DISCONNECT 6 1 9'-O•X,'-O'X 13/4• STEEL SANDWICH.FLUSH PANEL.OVERHEAD SECTIONAL GARAGE DOOR.MODEL F LL BY'SAFEWAY'W/OPENER AND KEY DISCONNECT INSTALL'GRACE'ICE I WATER SHIELD 1 ,'-O•X,'-O•%1 3/1• STEEL SANDWICH.FLUSH PANEL,OVERHEAD SECTIONAL GARAGE DOOR,MODEL a GG BY'SAFEWAY'W/OPENER AND KEY DISCONNECT WC/] I�4 O V] GENBYLLSDHFEABEIEDUAD LB.FELT CE L WATER SHIELTO ✓�,/ W RIDGE. LL i> �l ..—.—.._.._-.—.._.._._..—..—.._.. Q f! + --- _ _ — ---- — -- --- _ 1 e en,.H..ro.m�w.PiHM r�vdre•a�aaaicca�.�r eaa.w,.d...w �� :acwii"c�inc"„'e°r'o ne,.'m°°.'.P::n�,ui,w. ��n ,••>, r v, .uv W wneac» W n oas a O ARCHITECTURAL ASPHALT SHINGLES BY TKO' � m r no»nw o,.,,,v.�blb,.nuw m.mmnxn..ro oman�on..Man ev�r.n a ro U b Y 'GRACE'ICE 1 WATER SHIELD W O p i W N METAL DRIP EDGE UE Lo 6/5'C PLYWD, ROOF SHEATHING X 3 PROTRCCISO TRIM BOARD U (-+W OVER I X S PROTECTED TRIM QM 5i BOARD W y W'• O GABLE END TRUSS COMMON TRUSS m CEDAR SHAKE PANELS zi 1/I6•OSB WALL SHEATHING PRE-FlRIMED CEDAR 5/e'TYPE GYP. TYPE GYP.BD. CLAPBOARD W/4' OVER 1/2'COX PLYWD. IV EXPOSURE OVER 'TYPAR'BUILDING WRAP OVER lILL'055 WALL U U U SHEATHING O O O s _ 1HEREBY CERTIFY THAT THIS PLAN AND ANY a o RELATED CONSTRUCTION D DOCUMENTS WERE PRE-PRIMED,CEpAR ' PREPARED BY ME OR �a RAKE DETAIL CLAPBOARD W + EXPOSURE OVER ~ H UNDER MY DIRECT X OVER RI/YUOL98 BUILDING WRAP X 6/S'TYPE•%'GYP.9D. X 6/S'TYPE GYP.BD. SUPERVISION AND THAT A-�.� --- SCALE:3'-r-O' ryry ry EHEATWNG I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF MASSACHUSETTS AS CERTIFIED BY MY HAND AND SEAL. MA.SEAL 9085: ARCHTECTURAL ASPHALT SHINGLES BY'IKO' ir NOTE:WALL HAS P..T.2 X 4 PLATS WALL TYPE WALL TYPE WALL TYPE_ �_ U, ' SCALE:3'-T-O' SCALE:3'-I'-O' SCALE:3'-rb• rv� ♦{_.I W W r-L yr r-c• Lijcn UNR DRIEN6tON ///�METAL CAP FLASHING w H METAL DRIP EDGE 6/IP TYPE'I GYP. O 0 � Q I X 5 PROTECTED FASCIA I X 3 STRAPPING — -- - — — — — — — , 5 F 3 I 6/1%5 PROTECTED TRIM 6/e'TYPE•X'GYP.BD. BOARDS BY'W,M.PONE' OVER 1/2'COX PLYWD. / \ U BTR PL VENT Hz. O I X 6 PROTECTED I 0 SOFFIT w I / \ °- NO. REVISIONS \S�ERED Ag�y� QkV o�ti0� J. Vpge lF�� OC'7 DRAWN CHECKED 085 v .��r B TON, W R.J.V. WINDOW TYPE DATE: 10/05/2010 SCALE:1 112'-r-o' q�TH SCALE: AS NOTED J JOB NO. : 2009-04-19 �3 SAYE DETAIL CONSTRUCTION DRAWING DETAILS,WALL TYPES. -� A.,4 I SCALE,3'-r-o• WINDOW TYPE '- 0©QNIDD POGi"► P©Gi G]104 SHEETS WG1D QDq�34RN1Q4�Oq A-4. 1 PROJECT NO.: 2009-04-19 DATE: 10/05/2010 OF 6 SHEETS .,y rmotNn p­­ ey y.1— =Vwae'ZI: -—————— -————— U u u O > V. ------ 0. 0 =rr= 7 o Eu=— Eu—= I HEREBY CERTIFY THAT THIS PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE � PREPARED BY ME OR UNDERSIDIRECT SUPERVISION AND THAT T ------------L------------------------------------------------- L----------- IAM A DULY REGISTERED ARCHITECT UNDERTHE LAWS OF THE COMMONWEALTH OF MASSACHUSETTS AS EAST ELEVATION CERTIFIED By My HAND AND SEAL. MA.SEAL 9085: RIDGE VENT .ETAI DRIP DG. 1 1——A"bNAKE /—ARCH TCO' ,ANEL SIONG ..)Noms BY I.o. M TRIM BAND METAL CAP 11A.M.- 60 zo PROTECTED C.IZ-11 110A.. PRE-PRIMED CEDAR ® ® C/J W IW-1 CLAPBORD V/4' EKeoS.R. -.I BY."EER. F— I X 10 PVC WATtRTABLE BOARD BY'KLErR' coo) P4 9:14 �:) WY 0 0 > Z v) 0 C) z C) 0 r-———————————————————————————— I r ———————————————————————————— •-----------------------------— —————————————————————————————— NORTH ELEVATION SOUTH ELEVATION sCAIE:1/1' 1— s ALE:V4'-r-o- c"j ti O NO. REVISIONS c':c'Z: c:ll:cl.21:1: Z.:Z c® ® ®I c'-j DRAWN CHECKED No. 08!5R.J.V. R.J.V. RE B N 131�' S. DATE 10/05/2010 SCALE AS NOTED 0 JOB NO. : 2009-01-19 CONSTRUCTION DRAWING EAST,NORTH, WEST, r SOUTH ELEVATIONS SHEET: 6 L-----------------------------------------------------————————---————————------------ -- 9 M19 B IPO11p 9 12 H 0 v WEST ELEVATION PROJECT NO.: 2009-04-19 DATE: 10,/05/2010 A-5 OF 8 SHEETS •°: ;�� OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: d2 06 1 O Ar PROJECT TITLE: PROJECT LOCATION: Q c 4v�ci C' ,�f�,� t.�„�. NAME OF BUILDING: NATURE OF PROJECT: IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEER%ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL I STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL '0 OTHER(SPECIFY) 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 1. 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 with6the 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,F TOGETHER WITH PERTINENT COMMENTS TO.THE NORTH ANDOVER BUILDIN NSP" � �, UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE ti SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCG�UANCYo• g 085 2, BOS, , M S�, C SUBSCRIBED ANDS OF, d SIGNA l HELEN E.STENHOUSE �. Notary Public NOTARY P LIC ommonwea otMassacnus�t� OMMISSION EXPIRES "Po� My Commission Expires Feb 8, 3 � NORT)y , ovm 0 over . Ay .4 o A K E -o dower, Mass., /D�L COCMICMEWICK S'QATED P'? ,�5 7 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... .....h. ....................................... Foundation has permission to erect..............:......................... buildings on ....� ....., y � Rough to be occupied as..............Cf/`/' ..�..... �)'� '... ..................................................................... Chimney provided that the person accepting this permit shall in ery respect form to the terms of the application on file in Final 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 CONSTRUCTION STARTS Rough ..... .......................................................... Service BUILDING INSPECTOR 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 Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. i -'�- iNh ssachusetts- Department of Public Sufet% j Board of Building Reo gulConstruction Supervisor t and �t'�tl�i,ils License License: Cs 57581 Restricted to: 00 SIMON ACKERMAN 339 WEST RD HAMPSTEAD, NH 03841 Aga Expiration: 1/6/2012 ('ununissi„ncr _ _ Tr#: 15522