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HomeMy WebLinkAboutBuilding Permit #710-13 - 15 HEPATICA DRIVE 4/26/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATIO Permit NO: �I Date Received Date Issued: I ORTANT:Applicant must complete all items on this page h1Lo • P,rint? PR0PERTYe0WRE Paint' 1Q0'X&ar,01d:8tructure, yes; o t` MAP1NE) _7:9PARCEL _3� ZONINGIDISTRICT : l�/� H.istoric;District yes ` Machine;Shop Villadp� yesl n 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 ❑ Others: ❑ Demolition ❑ Other Septic wD,UVelli ' £ ''' '� 3 'Floodplainl111Velands - ❑.WatershedDisf'rictt �rVl/ater/Sew_er.':_ I DESCRIPTION OF WORK TO'BE PERFORMED: �Idd� `oma Fo S:N �G ��►.��/ ,h► Identi9cation Please Type or Print Clearly) OWNER: Name: Ke� ,C.` ,1;,c . Phone: Address: I'C�.IVIIJIIlyGT�R>,, Name . e�� !� C:.Qs6•©s Q� .Pa one: - Address! / �- SunstructibmL1icense: 0,C 07630�- ._,. Exp:, Date: /oz/ aol -- Home lmp1ovement,License;' Exp Date% gr Phone: a :V 1C TS +c. ARCHITECT/ENGINEER D.�� 'dh�l`7f'�1A Address: h? `� ��tCL/i16- Reg. No. FEE SCHEDULE:BOLDING PERMIT:$92.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. } Total Project Cost: $ FEE: — 4 Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund r Si nature of contracto . . :Signature of Agen^t/O/wri r .��✓.� _ g _ Plans Submitted Lel PI ns Waived Certified Plot Plan CIS Staped Plans C� Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF-SEWERAGE DISPOSSALL Public Sewer RTanning/MassageBody Art ❑ .. .Swimming pools ❑ Well El Tobacco Sales S ❑ Food Packaging/Sales ❑ Private(septi tanjc�'etc. r'❑ ❑ , • ^" erjnanentumpster on Site, + i + - THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING DEVELOPMENT ❑ I COMMENTS CONSERVATION Reviewed on (o ;-S Signature n ture COMMENTS HEALTH# Reviewed on , Signature COMMENTS :--- ' C b Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments 1 Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit DPW Town ]Engineer: Signature:' � 17 Located 384 Osgood Street FIRE DEPARTitf ENT - Temp Dumpster on site yes no Located at•124 Mai�`Street - . . n Fire Deparfrner%t signature/date 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 B Notified for pickup - Date F Doc.Building Permit Revised 2010 I Building Department j The folowing 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 ❑ Workers Comp Affidavit Li Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o 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 o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products 40TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application ❑ Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit a 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 ❑ Engineering Affidavits for Engineered products 40TE: 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 app:al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submated with the building application Doc: Doc.Builiffing permit Revised 2012 1 M cA j T(cN ei Pa-kve_ Location No. i 06- « Date `)U°1 -1zj * - TOWN OF NORTH ANDOVER • ���(Ltib t6y�: e • . Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $�c7,8iJ Other Permit Fee $ TOTAL $ Check# _ t 26332 "V'uilding Inspector F Ci O ' S ULLIVAN PARCHITECTS, INC. T�4orth AE DESIGN.PLANNING , MA -HIEHH�l . aoaaoo a71L o== ® ® - 7- DRAWING DRAWING LIST ARCHITECT DEVELOPER G1 GENERAL NOTES AND SYMBOLS SITE ENGINEER O'SULLIVAN ARCHITECTS KEY LIME, INC. G2 SPECIFICATIONS 2.01 EDGEWATER DR, Sl E 215 10 HEPHAVES ENGINEERING Al FOUNDATION PLAN WAKEFIELD, MA 01880 ATICA DRIVE 603 SALEM STREET A2 FIRST & SECOND FLOOR PLANSNORTH ANDOVER, MA 01845 WAKEFIELD, MA 01880 Vo ELEVATIONS ice (781) 246-1667 Voice (978) 683-3163 Voice (781) 246-2800 A3 Fax (7.81) 246-1683 Fax (978) 685-1099 A4 SECTIONS Fax (781) 246-7596 A5 DETAILS A6 FRAMING PLANS A7 FRAMING DETAILS W , J H 0 MSS CONSTRUCTION SET 06/08/2009 i DOOR SCHEDULE NUMBER TYPE MATHRiAI.. WIDTH Fi®OfiT: THICRN9 I AHWARK9' - 6. - DI. ENTRY MTL./IN$U- 3'-O'. 6'-8' 1 3/4 ENTRY DOOR W/16'TRANSOM - D2 SINGLE MTLJINSUL. 3'-0'1 - 6'-8' .1 3/4 . - D3 SINGLE .. . -WOOD. 17-10' 6-8' 13/8' - . .D4 SINGLE WOOD 7-87. 6'-8' . 1316*. - - DS SINGLE '. WOOD 7-66-8' 1.3/8. .. - - D6, SINGLE WOOD Z-4' 6'-8' 13/9 D7.- - SINGLE. WOOD. Z-0' .6.-8' 13/8: D8: SINGLE WOOD- I'-6'. 6'-8'. 13/8' SULLIVAN :DB DOUBLE WOOD t2)Z-6' .6'-8' 1 3/8 - - .. Aa .A• DIO I SLIDER I WD./GLASS 6'-0' 6'-8' I' 1 3/4' .. ANDERSEN PBZMAS40-D PS5116aR - - - Dll _ .GARAGE MTLJINSIA, 16.0' 8'-0I/7 METAL Q)ttj M DOOR 39'-10' - ARCHITECTS, INC. 17-0' ,T-T ARCHITECTURE•DESIGN.PLANNING 201 EDGEWATER DRIVE,SUITE 215 WAKERELD,MASSACHUSETTS 01850 PERMENTRr - - - RAILING•36' PRE'ABRICAT® - Tel:(761)248-1867 Feu(781)246-1683 ABOVE DECK BLCO'C SIZE' w o,sul8vanerchitects.c m . BLLIO-EAD . A :B 7-0' Id-O' ry ue•ek mawvenonPu�eadoe,m�a expm y imll•C b UM M•nIMeO Ipcetfon. .. - T. R• Pr raptPWctbn W aw rn•°tPq h what Mh Pett.1.P 1jwtw w—Me wtllen . 3q_iO• ... .. .. - P.r„••Iwt a os��n awlwtw.Inp. . - ... O 2009 O'Sulff a Architects Irtc. 8'-0• DECK _ tpn -I5'10' 10'-10' 13' POST _ POSTE ,• 7o W-0-1 -6' -6' K49y-Lime, Inc. .. ..,. CORDER GA TFCQM L SD , PLAROL,4�0 TLB .� RE DIRECT T 8'e COLtMN I I 10 Hepatica Drive - COVER ..p North Andover,MA 01845 L _ TEMPERED GREAT ROOM SOFFIT—/�I E I a ; OQ - 03 GLASS rn A Ly-0'CLG. •7-6'AFF. I I P KITCHEN - O O I M BEDROOM M.BATH - HT.(TYPJ7 „ Old Salem Village - Y VANIT 15-10 4.5' 4•-T 7-10' - M 9-6' 8' 'P .2X6 EXTERIOR STIR . WALL•16'O.C.WITH I I PED. rp 07 R-19 BATT INSULATION _ POSTE t SING FE POST Pr15'-IO' LIN . in RAILING•36' 8'e COLU N Lam. h REF. v os POST - 'Q ABOVE STAIR COVER in POST - POST N D3 POST :O . 3•-6• WALL ABOVE I I 4'-3' J-- t? in 3'-0'W X T<ild MEMETTO 10'-10'. 17 2 9'-4' ;o ---- _ _ _ ___-___ ,P BE.OW� _ POST-) OPEN TO ABOVE b CASED OPENING . HALL 16R O 7 \ POST A L. RAILING•N 36'AFF: O - ACCESS TTIC ON H b DN HALL ABOVE. DN 36'ABOVE RAILING.- STAR 8 w N ,,-LINE OF Route- 4 1 STAIR � / , � aR POST � North Andover, MA T. . 8 m In m Z O. I._3. 5'-0' in Ae 6'-7 12'-7 BRACED 5 POST y, I�CASED XOPBNRJG a e 81 OS. . . WALL.SEE 2X6 0 Y L VANITY D9 - TO 4/A7 BEARING - N TO - B3ow7 BLEDROOM?�3. a WALL a-o vE�I DINING ROOM b De .■ POST N POST HT(T P)7. 6'-y' IN _ .__/-y - } - . POST. POST POSTb },. . POST POST-/ --- LIFE OF -- -------------- p U I^7 ii ` H 03 -YN COLUMN Q POST POST . SOUND BATT INSUL. BEAM ABOVE N . OO IN WALL BETWEEN ' COLUMN 7-3' I 2,_3 First & Second V W/D E BEDRM t 120OF - 1 :o BELOW PROVIGYPSIDMBOARD E 55//8 ON xTHE MOV. ' Floor Plans ❑ 32X60 - — —7— — — - CEILING AND WALLS OF THE GARAGE AND AROUND ALL POSTDN PORCH 8'X8'PORCH . TUB/SHOWE2 SIDES OF ANY DROPPED �'6'� COLUMN COVER, BEAMS IN TFE GARAGE O POST W/ POST W/ }, M 0 SItvPSON SIMPSON y '�o - in -. ABU44 BASE ABU44 BASE '? BEDROOM#2 - ,, GARAGE W'I'C•'' u•-7• - op.D'i �y I. Q 1&2 POST. POST •�LIPE SCALE.: A9 Noted, . - 3'-8' 3'-8' - 7'-1'. T-1' 7 II. `7,11• 6'-3'. - 6-3' - - .WALL ABOVE 10'-9' 10'-9• 7-II' 7-11' 6•-3' 6'-3' ISSUED/DRAWN BY 06/082009 .. _ 3-7-101 ._ 21•-6' _ V-101 17-6 os�.w.avw.o•m . - - - 39'-10' REVISED/REVISED BY SECOND FLOOR PLAN FIRST FLOOR PLAN G aPeb:1/4•_1S0' -- - _ _ ' 9Pele.i/4_,-O . LNIT H 06/08/2009 FIRST FLOOR 992 S.F. JOB NO: 04022 . .. SECOND FLOCK 1365 SF. TOTAL• 2367 SF, SHEET NUMBER - - GARAGE 444 SF. A 2 mum O ' SU LL 1 ARCHITECTS, INC. - � o= �i� -v e:a:== 0000■ 0000■ _ = wn;■ � —= 1 0000■ 1 - = e - - - - _ =1i 0000■ ® r11■■ ,,,,■■■,,,,,, dz:_..�a s■■ - - - __ �R� _� - _= 0000■ 0000■-■� _ Ion■ 1 '1000001 — 00F�J L =_ 0-MEMI1 w� 1 - — liar■ _ IN Lai, Lair , ■0000 _ - = 0 -®wA®�®�0000®pie � � = _ ■x!11 0000■ 0000■ _ _ -_, . - 0000■ 0000■ o IMI v�®�®�s�as a® � Ills = ■PI 0000■ 0000■ = _ 0000■ ��!1 _ ®'� 0000■ 1111 _ -� 0�i0 � _ _ - _ - - �= grim Kim e_; 0FM WFM = �� , =-111111111111111111111111111 - = _ _ _ - II'I'Iil il'I!!i I!I Illl'Il!rh - = . = L- - _ III III _ e-_- --_--== - North Andover,MA 01845 __.:e-----=------- IF Old Salem Village : D Route 1 14 No . - • Andover, Ehavatians _ — a 1M ] __v = 1= �== 0000■ 0000■ ■■w 1=�;..... _ 0000■ ='_ _ 0000■ 0000■ ■■� =;�=I Q?;� 0000■10000■��I _ � ■■11 Q�0 ®� I®m �R;■ ` ��a 0000■ 0000■ a ,.,�. '® moll viiam 0000■ 0000■ _ ■II■ 0000■ _ --- �_< �-- ■.. 0000■ 0000■ �C�-�® ®- 0000■ ■II■J�i ■ ■s■ 00:00 _ - �i�i■ r� �_ I I �il�illlillillll'I�IIIIII��GI�III�I--= �111'1111!Ill '® ,„IIL�iI -__ REVISED BY =____ ._ 04022 3HEET NUMBER A3 ®- � - . - CONT.RIDGE.VENT RIDGE BOARD.SEE PROVIDE OPENINGS IN OLLAR TIES,SEE - - FRAMING PLANS OVEEFRAAIED ROOF FRAMING PLANS . .' COLLAR TIES.SEE SWATHING TO PROVIDE . .. - ROOF FRAMING. NNFRAMG(PLAN$ - VENTILATION ' •. - - - .. - REFER TO FRAMING V .. PLANS 8 " CEILING FRAMING WITH -ATTIC - - R30 BATT INSULATION, Q REFER TO FRAMING PIANS .. BEAM.SEE .. - FRAMING PLANS L-T.O.PLATE O ' S ULLIVAN ARCHITECTS, INC. BEAM,SEE . .. _ BEAK NG ANS _ ~S .�, .. PLANS ARCHITECTURE-DESIGN.PLANNING 201 EDGEWATER DRIVE,SUITE 218 @Y f� M. BEDRM. HALL W/D BEDRM. #2 WAKEFIELD,MASsAcHusErrso/eeo Y - Tel:(791)246.1667-Fm(781)246.1683 SOLID WOOD vv w.caulllvanarchltects.00m SECOND FLOOR. a As BLOCKING - - Trr..ee.•ara ene.a.anc.m.r.w«.ar.e.+.e .. .. ror rw n e+.ameon a�t.c,ne.c.eon ra ... - R. y MM ItlifXNMe lao•tlof1. . - CONT,AIR BARRIER I/2'. .. wm om.1.prer+wt.c m.w.wovna. . - - - WOOD 5HEATHING OVt9ESOFFIT - - wn,wwnaosrn�en Artiibcb,lrn. 2X6 EXT.WOOD STUDS•16' BEYOND _ BeA ,SEE .SEE O 20D9 O'S AIN,—ArcMtecry Inc. ., .. _ O.C.1219 BATT INSU..,VAPOR FRAMING PLANS . 11.. BARRIER E I/2 G.W.B.. FRAMING 2X6 BEARING PLANS DECK BEAM.SEe — A GREAT RM. waLL GARAGE . FRAMING PLANS FIRST FLOOR I 18 . . . .... GRADE ..... :..- . :_ . .. TI AB - - ' BEAM 6X6 P.T..POST ON .. I .I BEYOND - 4'CIXJC.SLAB WITH 6 MIL GRADE . 3-I/2'DIA HW.LALLY .. 1 I' POLYETNYLBN)e VAPOR BARRIER,. f . 12'DIA.CONCRETE COLUMN WITH TOP I I 17 FILLED SONOTU6E 6X6XIOAO W.WP.REINFORCING Old Salem ' IIID - - - TO LNDISTLRBED AND BOTTOM PLATE I I B MT. LOVE?6'MIN COMPACTED FILL, AS — Q ``J V ry . SOIL RYA) - ON 30'X 30'X IY I 1 OVERED IN GRAIN 1g. . CONCRETE FOOTING 1 TYP•(SEE DETAIL) b i I J HOU E W12 ROLLED-UP h I I 10'CONCRETE FOUNDATION . �.. /WO HOUSEWRAP HOUSEWRAP 1 I WALL WITH 207(10'CONT. HOUSEWRAP . f AND ROLL LP- EXPOSED - ,. CONCRETE FOOTING(TYP.) EXPOSING' EXPOSED SFEATHING - - . SHEATHING SHEATHING - . CUT. WINDOW SEAL I•EAD 1; - —— 15 FWRAP OPENING JAMBS OF.. ^e AS AND FOLD - OALL P INTO o'. SECTION @GARAGE LL OOPENING IF ETXISLE WINDOW - �JSceie Va t a' OUTLINES MEMANE FFLLIMT�1Cw.,1ES i WINDOW SEALANT CONTACTING. Route I 4 OVER SILL STEP�1 OPENING MP2 AND UP STEP3 SEALANT CONT.RIDGE VENT SIDES,4' _ PROV North Andover, MA MIN NOTE - RIDGE BOARD,SEB Aa PROVIDE CONTINUOUS AIR INFILTRATION BARRIER « USE ADDITIONAL WINDOW FRAMING PLANS ON EXTERIOR SIDE OF WALL SHEATHING AND 4 MIL .. ROLLED-LP SECXIRMENT AS RECOMENDW - . POLYETHYLENE VAPOR BARRIER ON WARM SIDE OF HOUSEWRAP _ - BY NE DEB IS E GI IN WIND COLLAR TIES,SEE ALL WALL.FLOOR AND CEILING INSULATION,TAPE . BORNE DEBRIS REGION$ - ..FRAMING PLANS — - AND SEAL ALL JOINTS MND PENETRATIONS OF AIR EXPOSED UNROLL TOP FLAP .. ROOF FRAMING, ._I3 - AND VAPOR BARRIERS SFEATHING AND TAPE SIDES REFER YO FRAMING PLANS IB I I AND WINDOW HEADINSTALL I .} ■ ■ CEILING FRAMING WITH R30 U rl 1 ` ■ . - FLEXIBIP I - BATT INSULATION, IT14RSFER 12 � .ATT IC S�A'� ■ TO FRAMING PLANS 8r .t` .. . .SEAL ALL F WIND BEAM,,SEE FFLANGM I .B T�W�oFINDOW W 1 Psi s� .S e Ct 101'1 S FIRST WIT AND FRAMING — TH JAMBS T.O.PLATE . BTEP 4 AT HEAD EN 9TEP 6 . CONT.AIR BARRIER E I/7 ` - - PORCH RAFTERS, �1 WINDOW INSTALLATION WOOD SHEATHING OVER � SEE FRAMING 2X6 EXT.WOOD STUDS.16' PLANS J N0 SCele - B RRIER E 1/2 GWB..,VAPOR RAILING a JOISTS. SEE LING W,LC. M. BEDRM. HALL FRAMING E Kay-Lima, Ino. 36'AFP. 10 He .. - 6 4 FLOOR FRAMING. 3 10 10 1E45 .. .. _ r w REFER TO — --— — . q.SECOND FLOOR, , FRAMING PLANS i. i ^� � I Ia ro 2 BEAM SEE FRAMING . BEAM.SEE I I fS PLANS 'FRAMING PLANS - I I rad - BEAM 8'BOXED RAIN PANEL . BRKFST. LAV. FOYER .. -'P�LPN.4N6 FYPON coLUMN e163ao9 SCALE: As Noted . eEYOND I I p r CONCRETE PORCH SLAB ISSUED/DRAWN BY J r 06/08/2009 - i$FIRST FLOOR � —_— 10. eaw�..�rd+aem 4r REVISED/REVISED BY GRADE- - . - - - 3-1/7 DIA IAW.LALLY� FLOOR AMING WITH . COU.PvN.WITH TOP P19.BATT INSUATION, - .AND BOTTOM PLATE BASEMENT T FRAMING cgPlaZErE �/ . ON 30'X 30'X 17 QQQ - . - CONCRETE FOOTING- O WITH 167(8'CONT. TYP.(S�DETAIU h CONCRETE 04022 FOOTING JOB NO: Iv rn SHEET NUMBER SECTION @FOYER A4 A B. .6.16D NAILS CEILING - w GUF(B2 E RAIN Ay A4 JOISTS TO RAFTERS, LEADER,(TYPJ' - - - (TYPJ - e ICE AND WATER SHIELD, 30NCI-Es UP AT ALL EAVES AND CENTERED D AND RO ON VALLEYS ECTI OF WALL INTERSECTIONS I _i (3)1%,X 11%'LVL DROPPED.IVB X E LVL 4 DROPPED 6 FULLWIEXTENC LIPS OF EXT. I SIIvFSCN H2.5 2X8 COLLAR WALL PANEL � WALL BELOW. HURRICANE CLIP a TIES•37 O.C. fTYPJ END OF EA.RAFTER' N COMINLIOlJS :10bz% STRUCTLJ12AL CCM.RIDGE. - .. - I I I I I I I I 1I 1I IIDA I I PANEL SHEATHING VENT,(TYP.). - - •ALL EXTERIOR WALLS.SEE X/xJ( O ' S U L L I V A N ARCHITECTS, INC. SCARING COM.(2)2X10'S OVERFRAMED � . RAFTERS. OVERFRAMED - WALL _ 8'-0'3 DROPPED ARCHITECTURE sDE31GN-PLANNING RAFTERS - - i—CEILING BEAM BELOW. METHOO 5 201 EDGEWATER DRIVE,SURE 216 COILING BEAM BELOW, SEE CEILING FRAMING - B.W.P.GYPSIPAS1 ,I}Y SEE.CEILING FRAMING -I I 1 I I I PLANS - 4/A L.SEE Y WAKEFIELD,MASSACHUSETTS 01880 4 GUTTER E RAIN � PLANS 8/12 Fp4. - (3>2X10'5 n ) . _ LEADER.RYPJ, — _fl � - - -- - — � Tel:(781)246-1807 Tex: 81 248-1883 DROPPED Vvvv v.c,sullt anarchitects.com T)ieea diaw mW ep•tatetbro wme P•P•.•d (4)12Y4'X 18'L VL P'- W- tor,a et U»beeEm lrwloetw.w�oceem erw . - DROPPED,CONNECT we •xtr•mIv s:tia4 ro o.nrmned roceetn - 8/12 8/12. � - - � TOGETHER VJ/3 (3)2XI0's w•�e•//•C +M aN4 h w,al• . .. ROWS SIMPSON SIMPSOIV AC4 p,2pPpED b,pert,warm+exed..suo,x m•vdna„ - - - ICE.AND WATER -2X8 COLLAR - - o.rre+.ror,or as,aVenAMri•cb,tnc. - . SHIELD ON ENTIRE TIES a 32'O.C. - " ALL ROOF'FRAMING TO BE YFROMEA.SIDE POSTS OR ACE4 CAPS BEAM TO POSTS O 2009 O'Sullivan Architects Inc. PORCH ROOF _ _ - - RYPJ TALLO BE 2X100 OOD OFRAMINIG 2X10 WOOD RAFTERS.AT OR _ — 1SITS 6'O.C.UNLESS OTHERWISE - W12X40 STEEL.BM 2X17S• AT 16'O.C.UNLESS OTHERWISE NOTED DROPPED 12'O.C. NOTED 5'.. ROOF PLAN (2)18.4-X 16'LVL FULLW D•OF EXTEND WALL PANEL �ROOF:FRAMING PLAN- �ZSECOND FLOOR FRAMING PLAN Kay-Lime, Inc_ stele:.ife•-r-o• 10 Hepatica Drive stere:,�B•-r-a No.th Andover.MA 01845 "STRUCTURAL GENERAL NOTES:UNIT.H OLD SALEM VILLAGE,NORTHANDOVER - - L ALL LVL BEAMS SHALL BE I LEVEL by WEYERHAEUSER TRUS JOIST - ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES - - - RECOMMENDATIONSANDSPECIFICATIONS.E=1,900,000 PSI,Fb-2600 PSI. NOTES Old Salem Village ALL COLUMNS DESIGNATED ON DRAWINGS TO BE PARALLAM PSL LSE 2500Fc, - - - P.T.2X10'5 - HATCHED AREA REPRESENTS e 16'O.C. DROPPED FINISH FLOOR FROM DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES REMAINDER OF FLOOR EXCEPT AS ALLOWED BY MANUFABTURER - 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR CONNECT LEDGER LESS TO BE NAILED TOGETHER WITH 3 ROWS 16 d Q 12"oc.FROM EACH SIDE OR WITH 2 ROWS AS SHOWN ON DRAWINGS. FASTEN-MASTER P.T.2X10 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE - 9W X 3 Fe•LEDGER- LEDGER MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'A die.BOLTS, - - LOK•16.O.C. ANSI/ASME STANDARD 818.21-1981 @ IT'0c.STAGGER OR OFF SET EACH ROW - (3)2XIO'S BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF - _ DROPPED HDR. 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING. - _ 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 y. T03 LVLS USE 3'7C 3.5",4 LVL3 USE 4.5"X 3.5",S LV[S USE 6"X 3.5"OR AS SY 2XI0'S s (4)2XIC'S Route O u�Q DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. Y �i 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5 SOLID EACH SIDE COM.(3)14S('X 9Y.' 12'O.C, DROPPED 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH Sid NAILS®6"OC.Q LVL FLUSH-FRAMED ..} ,.J Q PANEL EDGES AND I2"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES.. (2)1%'X 9Ye'LVL North AnUOVG�, MA e _ 7. WALL SHEATHING TO BE ATTACHED TO FRAMING W NTH Bd NAILS 6"OC. - SY Y (3)2Xi0'S PANEL ED(3E3 AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FLUSH-FRAMED HDR. DROPPED CORNER STUDS TO BE ATTACHED TOGETHER WITH A6D NAILS®24"OC.OR AS SHOWN ON DRAWINGS O 2 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPES SCREWS IN ACCORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE HDR. FRAtdINOAMIN.OF 5/8" CONT. (3)I%'X IIW LVL 9.ALL OTHER FRAMING TO BE PER THE 7 .EDITION OF MASSACHUSETTS STATE (2)1% X IWe'LVL FLUSH-FRAMED TOP Y� ■ ■ FLUISN-FRAMED TOP METHOD 5 16•_0.3 U ■ ■ I ■ BUILDING CODE.FRAMING LUMBER fb-875 psi,E-1,300.000 Psi B.WP.GYPSUM 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, % N WALL,SEE INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 4/A7 Framing 171 a I1 S SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT y `3 COM)ECT LEDGER LEADTIME FOR DELIVERY.USE SIMPSON HURRICANE TIE AT THE EAVE END - Y WITH 2 ROWS OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS TO BE CORRISON - CONT.(3)W X 9Y4 FASTEN-MASTER - SIMPSON PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES LVL FLUSH-FRAMED 9(y X314'LEDGER- AE3U44 BAS RECOMMENDATIONS,OR STAINLESS STEEL - LOK•16'O.C. 11.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND 2X10 LEDGER SPECIFICATIONS FOR LVL BEAMS - 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT - ALL SECOND.FLOOR CEILING ALL FIRST FLOOR FRAMING FRAMING TO BE 2X10 WOOD TO BE 2X10 WOOD JOISTS ALL THE WAY DOWN TO THE FOUNDATION IA ONTO LVL BEAM. - JOISTS AT 16'O.C.LMESS AT 16'O.C.UNLESS OTHERWISE 13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD � _ CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE OTHERWISE NOTED _ NOTED `x or sar, ENGINNER PRIOR TO PROCEEDING WTTH CONSTRUCTION. 14.cooRDwATEALLwoRKwITxTIDSDRawI�GANn.ALLo'rF>ERPROJECT SECOND FLOOR CEILING FRAMING PLAN DRAWINGS,INCLUDINGALWORK I HTHIS DRAWING - - (D:IRST FLOOR FRAMING PLAN - 1.5.ALL STEEL COLUMNS,BEAMS AND PLATES TO BEA STEEL. - 8ce1e:,/e•-,'-0' - r Stele:,/a•-,•-O• ;p Y b�fi 61,9100 16.ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGF60T INSTALATION MANUAL. 17.LOADS FIRST FLOOR LL 40 PSF;SECOND FLOOR 30 PSF,DI;15 PSF,ROOF GROUND EXTERIOR DECKS @ STAIRS - - .SNOW LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH EXPOSURE B. DECKS;PORCHES AND EXTERIOR 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A ALL EXTERIOR SIMPSON - .MINIMUM BEARING CAPACITY OF 2 TONS/SQ F.T. STAIRS TO BE DESIGNED FOR THE - COONECTORS TO BE CORROSION- FOLLOWING LOADS: PROTECTED.CONTRACTOR TO SCALE: AS Noted- LIVE LOAD 60 PSF.,SNOW DRIFT IF - COORDINATE TYPE OF - APPLICABLE,AND WIND UPLIFT CORROSION PROTECTION ENGINEER:LAWRENCE H.OGDEN P.1;. FORCES.STAIR TREADS:THE REQUIRED WITH THE TYPE OF ISSUED/DRAWN BY 198 EAST MAIN STREET - - GREATER OF 60 PSF OR A 300 PRESSURE TRATED LUMBER GEORGETOWN,MA.01833 LB.CONCENTRATED LOAD. SUPPLIED FOR EXTERIOR 06/08/2009 97Wn-8318,ull 978-502-5921 - - GUARD AND RANDRAILS,200 LBS - •te�•���b FRAMING. REVISED/REVISED BY GNTRU3JOISTLVLBEAM.DOC 11/19/08 � �. W ANY DIRECTION AT ANY POINT - - ' - ALONG THE TOP.GUARDRAILS IN- - - - .. FILL COMPONENTS 50 LBS HORIZONTAL ON AN AREA EQUAL SPECIFIED FRAMING HARDWARE TO 1 SG.Yr. MAY REQUIRE A SPECIAL ORDER- REFER RDER REFER TO SIMPSON STRONG-TIE ALLOW SUFFICIENT LEAD TIME - '" - - DECK FRAMING CONNECTION FOR DELIVERY.NO - GUIDE FOR CONNECTION SUBSTITUTIONS WILL BE REQUIREMENTS AND DETAILS. ALLOWED WITHOUT APPROVAL CONSULT ENGINEER TO VERIFY FROM THE ENGINEER DECK DESIGN PRIOR TO JOB NO: 04022 022 CONSTRUCTION. �• SHEET NUMBER - A6 . I I/2• 3'O.C. $1-EATHIN6 EDGES JDA FFTT - 80(2)5 X.113')TOE NAILS..6'O.C.. e CAW 3 PER BLOCK T ——— •T-—•—•—•7 CONNECT DRYWALL WITH-TYPE W OR S 1 I 3 ROWS 8D NAILS a 12.O.C. I I I I sCREWs.12'O.C.PER ASTM C1002 W1 MIN. I I I - I I I I 0 I S U LL I V A N PENETRATION OF V(TYP.) I ARCHITECTS INC. •I .CONNECT SHEATHING.TO HEADER WITH � I 1' •I I I 80 COMMON NAILS IN 3'O.C.GRID AS L I I I• ) •I I I L SHOWN ARCHITECTURE DESIGN.PLANNING •I I I I• 'I I I I" 201 EDOEWATER DRIVE,SUITE 216 JOIST _ �O I - ` 'I I P WAKEFIEUD,MA39ACHUSETT8 Diem ' - - `SPAR—�• .. 0 I I I Iy 'I I I I �' I I I• I( 'I I I - Tel:(787)248-1887 Fax:(/87)248-1883 t9 I I• •I I I I wvvvv sulllvanarchttect9.c nn DOUBLE 3-16D(3)F X.135-)NAILS EVERY 16' BLOCKING.(TYPJ 3 l H.:__-4.1, � SHEATHING SPLICE LOCATION 1 L———J 1 Tnaea as,.n„oe end epaglpeuer�ww.p.perw 1 f--.— '-r l - .. - - i C- }} b eapraeery em4w m er wwwlnw gtttlen. JOIST OR BEAM - -I _ - r«,.e..e e»wwnm waaa.a.v,c�eeuen�.a I I- I - - I I - I I R I�oen,ro a.oe.d yam. In wha. PLATE, SHEATHING NDB BLOCKO ALLING WITHSTUDS,— Z, II I i.n.+.nnaosw...,aee,necm,Na PLATES,SILLS AND BLOCKINIG WITH 2 I I I I• O 2009 C S.111van Archite 1.Ino. O n I I I I .ROWS SO COMMON NAILS.,3'O.C. II II, 'II II _ 'II 1I Kay Lime, inc. O Hepatica Drive L——ti 1 - L—_—a North Andover.MA 01845 METHOD 5 GYPSUM WALL i SINGLE GARAGE DOOR REQUIREMENTS e(o 34. 1-0 1 1 Sce1a:�4• p 1 Old Salem Village 16.. !v _.____. ____�._..__ __ - .. 1 HEADER TO EXTEND OVER WA PANE. PRESCRIPTIVE DESIGN Lv _.----_...----_--------_------ __ BASED ON IRC 2006 ALTERNATE R602.10.6.2 _ I '.16' _ SEE GARAGE DOOR I 3 TYPICAL LVL CONNECTION PATTERN - SHEATHING REQUIREMENTS I I� (2)19'1 X 16'LVL III Z ALL OTHER NAILING NOT SHOWN TO BE IN CONFORMANCE WITH TABLE 5602.308 OF THE + - MASSACHUSETTS CODE 7TH EDITION USE WHEN WALL IS OUT OF CONNECT PLATE TO HEADER WITH 2 Rows I Route 1+p 1 1 /1 ' LINE WITH BRACED WALL BY � N 16D NAILS(3)5'9.135-)EVERY 8' N rl a-.�Lei 1 1 �"1" FRAMING NOTES- MORE THAN 4'3-16D EVERY EVERY 16'OF O�o ° I. ALL FLOOR JOISTS.RAFTERS E CEILING JOISTS TO BE BRACED WALL G - North Andover, MA r, 16'O.C..LDLESS.OTHERWISE NOTED. 2. PROVIDE IX3 MID-SPAN BRIDGING AT ALL SPANS OVER SEE PLANS AND SECTIONS ———————_—— o - SIMPSON LSTA24 STRAP AT EA.END OF M FEET CR AS RECOhW,ENDED BY ENGINEERED CLIMBER FOR HURRICANE CLIPS AND JOS_ $ OPENING ON INSIDE FACE OF WALL MANLIFACTIRER. .. CEILING RAFTER SPAN .. ~ . CONNECTIONS Lpgy 3. DOUBLE ALL JOISTS BELOW PARTITIONIs PARALLEL WITH JOISTS. 4. PROVIDE DOUBLE JOISTS ON ALL SIDES OF OPENINGS 2X.BLOCKING 80.6'O.C. O CONMvECT PLATE TO HEADER WITH 2 ROWS Q U 1"-1 , UNLESS OTHERWISE NOTED. . p �pq$ 16D SINGER NAILS.3'O.C. Q 5. PROVIDE(2)2X10 HEADERS AT ALL DOOR AND WINDOW - CONNECT DRYWALL W/TYPE W - IL O Framing Plans OPENING$MARKED AS(H)R)UNLESS OTHERWISE NOTED. 3 rn OR S SCREWS a 12'O.C.PER ASTM 6. ALL FRAMING LUMBER TO HAVE A MIND UM FIBER C1002 W/MIN.)•PENETRATION - - - STRESS(FB)OF 1000 AND MINIMUM MODULUS OF - (�) i ELASTICITY(E)OF 1,200,000 PSI. - - Q BLOCKING FOR SHEATHING 4'-0' a' ANCHOR BOLT W/ ABOVE TOP OF FOUNDATION. 2'X2•X9(d WASHER PLATE. �y CONNECT WITH 3-16D SINKER NAILS A307 BOLT T EMB. Bi 7. MICROI.LAM(LVL),PARALLAM(PSL),TIMBERSTRAND(LSU � - � Ol AND TJI/PRO SERIES ARE REGISTERED TRADE MARKS. CONNECT SHEATHING or 8. ANY SUBSTITUTION OF OTHER MANUFACTURERS. WITH 80.6'O.C.ALL of LUMBER MUST BE CHECKED AND VERIFIED.BY PANEL EDGES AND 12'O.C. ZQO$ Nv�b CONTRACTOR. AT INTERIOR LOCATIONS ____ _ _ V �g 9. MANUFACTURERS SPECIFICATION REGARDING - - 4 CONNECT STUDS WITH 2 SIMPSON STI-D 14 STRAP TIE 3 INSTALLATION OF.ENGINEERED UJVSER MUST BE FOLLOWED. - 6 ROWS IOD NAILS.. T O.C. HOLD DOWN AT EA.END OF 4191-9 09 10. ALL�WOOD IN CONTACT WITH CONCRETE OR MASONRY - I - I - CAONLLCRPANELS,EEMBED.14'IN I I eo°e Mme+ MUST BE PRESSURE TREATED. 3=I6D EVERY Ib'OF BRACED WALL 11. ALL POSTS SHOWN ON BUILDING OR FRAMING PLANTS 8D NAILS(214'X.1137 - (D 2X6 P.T.SILL W/ SILL SEALER U.LNIDER BEAMS SHALL BE CONTINUOUSLY SUPPORTED DOWN TO FOUNDATION WALLS OR COLUMN$IN THE BASEMENT.. ��12. BUILDING DESIGN LOADS,ARE AS FOLLOWS 16D NAILS(315'X.135) ILl( 9'e 0 ANCHOR BOLT W/ SCALE: AS Noted . _ ROOF 50 PSF - - - 2'X27(N WASHER PLATE. .CEILINGS 40 PSF - A307 BOLT T EMB. e4 REBAR AT TOP E ISSUED/DRAWN BY (TYP.), 50 PSF -FLOORS(�OROOMSD 40.PSF - ___________ STHD 14 BEARING WALLS IOe X HEIGHT OF WALL - STRAPS BOTTOM OF WALL 8D s 6"O.C.RIM BOARD . TO PLATE,(TYP.) JOIST - 06/06/2009 . AT CORNS .eoew-�iwwra n> -4 DOWEL --.--------- R 24" REVISED REVISED BY FRAMING NOTE THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE FRAMING FOR THIS STRUCTURE.CONTRACTOR SHALL NOT -.W HER ANCHOR BOLT W/NUT.E WASHER N MIN IY MAX 6'-0.O.C.OR .SCALE THIS DRAWING ROR THE LOCATION OF FRAMING. � � AS SHOWN ON DRAWINGS,MIN.2 MEMBERS REFER TO THE PLANS;ELEVATIONS,AND7L BOLTS/WALL SEGMENT. SECTIONS FOR DIMENSIONS AND IcEIGHTS.` - - COORDINATE WITH GARAGE DOCK RCUGH OPENING MIN. CONNECT 21MEMSERLVL BEAMS WITH 2 ROWS - JOB NO: 04022 Y;X 41T SIMPSON SDS.16'FROM EA..SIDE. I6'ONE$TORY 24'FIRST OF 2 STORY CONNECT 2-MEAGER LVL BEAMS WITH 2 ROW$ SHEET NUMBER r;X 35'SIMPSON SDS a Is FROM I sloe BRACED WALL PANEL ADDITIONAL.CONNECTIONS EXTERIOR WALLS SINGLE GARAGE DOOR FRAMING REQUIREMENTS . `� .Boal9:'3/4'-1'-0' � 9oele:3/4'.-1'•0' - A7 b r. Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-075302 BENJAMIN C OSGbOD- �, x 69 OLD VH LAGE LANE NO ANDOVER MA 01845 Expiration Commissioner 1210412014 I WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington,Massachusetts 01803 (800)876-2765 NCCI NO 40959 POLICY NO. I WCC 5007581012012 PRIOR NO. I WCC 5007581012011 ITEM 1. The insured Key Lime Inc Mail Address: 10 Hepatica Drive North Andover MA 01845 Street No. Town or City County State Zip Code FEIN xxxxx1218 ❑Individual ❑Partnership ®Corporation []Joint Venture ❑Association []Other Other workplaces not shown above: 2. The policy period is from 09/15/2012 to 09/15/2013 12:01 a.m,standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance:Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 1.000.000 each accident Bodily Injury by Disease $ 1.000.000 policy limit Bodily Injury by Disease $ 1.000.000 each employee C. Other States Insurance:Coverage Replaced By Endorsement WC-20.03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 285896 SEE E(TENSION OF INFORMATIC NPAGE Minimum premium$ 500.00 Total Estimated Annual Premium $ 4,470.00 As indicated interim adjustments of premium shall be made: Deposit Premium $ 1,160.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $4.026.02 x 4.2000% $169.00 This policy,including all endorsements,is hereby countersigned by 07/10/2012 Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY M P Roberts Insurance Agency STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP Inc MA 5645 14 505 1060 Osgood Street North Andover,MA 01845 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission.