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HomeMy WebLinkAboutBuilding Permit #163-2011 - 87 MAYFLOWER DRIVE 8/24/2010 i BUILDING PERMIT pORTF/ 0Ft<,�o 16 TOWN OF NORTH ANDOVER 'Q Q APPLICATION FOR PLAN EXAMINATION Permit NO: ( v� �f ^4 • '�y Date Received �SSACHUS�� Date Issued: ���� IMPORTANT:Applicant must complete all items on this page LOCATIONM P W Oke � 1 v"LW -14int PROPERTY OWNER A& art e— etc i r Print MAP 2'10 1026 PARCEL: Wi(A ZONING DISTRICT:V g Historic District yes no Machine Shap Village yes no TYPE OF IMPROVEMENT PROPOSED USE Resi Non- Residential New BuildinOne family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District titer/Sewer DESCRIPTION OF WORK TO BE PREFOR ED: 060-S 4.`a•ti. B r tCy-L iz — L)e tw me_ Identification Please Type or Print Clearly) OWNER: Name:./ l..i wt� , 4c_ Phone: `37B-�o�3�3L rod Address: rc'P �,.'c �2�✓1.2 190 . �n cbotleW_ CONTRACTOR Name:] r I.-, C 4�b Phone: Address: GPT `L LAxya. vel A91fVs Supervisor's Construction License: CS 77.__10 Exp. Date:IgA Home improvement License: Exp. Date: ARCHITECT/ENGINEER © S� r V 4k9c '- L-c rS Phone: 7,0—,:PW-A Aa_2 Address: VAI��Iu ��. Peitd "t C., ll� Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ S7/j o0e) FEE: Check No.: Z7°9 7Zi Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Ow - _ - ure 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 COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS honing Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes -Planning Board Decision: Comments Conservation Decision:' Comments Water & Sewer Connection/Si nature&Date Drivewa 'Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 MainStreet Fire Department signatureldate COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. 024,616 Total land area, sq. ft.: (2o#V D O 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 Building Department i 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) Building Permit Application Certified Proposed Plot Plan u,"Photo of H.I.C. And C.S.L. Licenses V,' Workers Comp Affidavit aI"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 i 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 Location No. X63- �0/,- Date M�A7h TOWN OF NORTH ANDOVER �rO•`•`•e .•,yOow • ; Certificate of Occupancy $ G -roe Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # ? /72 3 —/B ilding Inspector . 1 , ACIAff IL 114 'N(D:fthAndov(elrO ' SULLIVAN 9. ARCHITECTS MA _ mcmmcrm DBsION PLANHWO Pkl 0 00 000a DRAWING LIST ARCHITECT DEVELOPER SITE ENGINEER A0.:1 GENERAL NOTES AND SYMBOLS O'SULLIVAN ARCHITECTS KEY-LIME, INC. HAYES ENGINEERING A0.2 SPECIFICATIONS 201 EDGEWATER DR, STE 215 1538 TURNPIKE STREET 603 SALEM STREET Al FOUNDATION PLAN WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 WAKEFIELD, MA 01880 A2 FIRST.& SECOND FLOOR PLANS Voice (781) 246-1667. Voice (978) 683-3163 . Voice (781) 246-280-0..; A3 ELEVATIONS Fax (781) 246-1683 Fax (978) 685-1099 Fax (781) 246-7596 A4 SECTIONS A5 DETAILS A6 FRAMING PLANS ' A7 FRAMING PLANS W/ SHED DORMER .21 CONSTRUCTION SET 7-20-06 DI - E34TRY ATL/ 3•-O' - 6 '... . 02 I SO46L.E ATT1.JPbLL 9'-O' 6$' 11314 20 MIN.RATED W!SELP-CLOSING HINGES.I 03 SINGLE WOOD 2-10• 6•-9 1318• . - - D4 SINGLE. WOOD X-C 6-8' 13/8 .. 05 SINGLE 6 1314 - . D6 S.IDEER V4W 6--a 6-9 13/4' " -" - D7 OEI-81•F.OID WOOD IM 3'-0' W-8' J 318' . • - 08 sham - MTUNSL 3'-0' 6-8' 13/4 . 09 GARAGE MTI-MAL 9-0' 7'-O' r METAL OVERHE DOOR WI P-9 TRANSOM . - DI0 SNME' i' 6 . DII BNGLE. WOOD Z-8' 6-w 13/8 O ' SULLIVAN ARCHITECTS, INC. ." J=(�Q� AL NO '' -a "ARCHITECTURE.DSSM.PLANNING L POUmATIONG - - - - . A) ALL FOOTINGS SHALL BEAR ON U•DWJ09W SOIL HAVING A MINIMUM � � T-3' 13'-6' r-11' S'-4', 5'-O' 8'-O' -7-0' 6'•O' 7-O' Z-O' . EL'ARWM CAPACITY OP%000 PSP(POLPM PER 80UARE POOTL - 201 EDOEEWATER DRIVE,BUTTE 2 - WAKEFIELD,MA88AOHU86TT8 01880 8) THE BOTTOM ELEVATION OF EXTERIOR FOOTINGS SHALL BE A MNIMUv1 ----------- Tel:(7111)240-1657 Fexc(781)248-16M . OF 4'-a BELOW OUTSIDE GRAM LOWER FOOTINGS AS REQUIRED TO REACH - I www.oeulElvenerohiLeom.Oom 000D BEARR4G. I 17 DIA.CONCRETE - C) THOROUGHLY COMPACT 114E BOTTOM OF EXCAVATIONS PRIOR TO - I FILLED SONOIU13E'S Th-tlmow Nnprwp W+adll xtlonwan VnPuxx I 5 'SJ��® 'I Ir .n..exrip�lx.wmxlrE#Ylw.I dy xel.nm>r."a,oa wd.i FORMING FOOTINGS- 0L(TYP . D)ALL FOU.DATION WALLS BHALLL Be BAC KPIUM EVO&Y ON BOTH SIDES - I W/6X6 PT.CXnLlvA1S I ____-__ N ftw ro wemcxeevnx,oul l%w m n j TO PREVENT UNBALANCED LOADINGS. I' 0 0008 n moa an a hlb-t.Imo. I Ij r----) � 0 2Dae Oauntven nrchlmcm Inc, EB ALL BACKPILL USED NSDE THE 9JILDNG SHALL BE WELL GRAOE'D GRAVEL WHICH�Ilr11-EE'M40ROLISFIY COMPAOTN IN 9 LAYSM ON-SITE MATERIAL MAY BE LOU)IF ACCEPTABLE!TO THE 6EOTECHMCAL BJGFffit. - i I h wOi . F) ALL CONCRETE&HALL BE PLACED IN DRY O(CAVATION9.PLI P AWAY GROUND WATER AS REQUIRED. A --_ --- _ M G) FOR CONSTRUCTION DURING WINTER,P0oT94G8 AND FLOOR SLABS WILL. _ - ------- J-_-1 I----------" - - L- - - -�' /• ��"-- --�\ \ _ iv REi1l7RE FRZOTECTION FROM FRF�ZPIO TB,PBRA7LRE8 AT THE BEARING - � I UP . S1Ji1PACE81NTt-TFE BUILDING ISENCLOSW MDF _. - ----- --- --- I r--------- -- --------------- ---- ---- J 1 Z C ONCRETS - I I I I A) ALL CONCRETE 84ALL HAVE A MINIMUM COMPRESSIVE SIRENCTH CW I I t0'CONCRETE FPD. L n I I 3. P81AT28DAYS.AIR BNTOA1NnD RaU 1/81v7 1r wALLw/2m1o' 3R.@ LALL-I"CoLvr«N G AR AG6 FLOOt35 3500 PSI PrIA RNT¢AINE h i CONT.CONCRETE ON 2'=6¢2L6'• 12" �COMC.SLAB 9) MAXIMUM ALLOWABLE SLUMP OF CONCRETE SHALL NOT EXCEED 4'. _ I I FTG.(TYPICAU 'FOrmING pop. �• MILC30P PSI MING N 6 E �AL"rr7-NXrF VAPOR BA RfER W/ I I Old Salem Village C) ALL CONCRETE WORK SHALL COMPLY WITH ACJ.SPECIFICATIONS. � . I W TN RA(nlL7 P-00M 6X6X ICAO W.WMREII 3. RERVK RC84G STEEIJ I COMi OVER 6'MIN I I A) ALL REINGFORCtdG 6TH SHALL[)E ASTM A615-GRADE 60 AND SFIALL BE I CONN.GRANS. I I DETALF`D.PASRICA71�AND INSTALL®IN ACCORDANCE W RFI TFE LATEST I /7 A.CA.SPECIPICATICNS. I I •At�SBd 2817 BA Y AS r W _FIND. I I I I REOV ITYP.)SASH WITH AREAWAY AS VA Vr�D 3=0x310 . �.CONCRETE . B) WIELDED W ME!FAERIC CW.WP.)SHALL BE ASTM A-18N LAP ALL SPLICES IZ WALL x I6'O.C. x 12 n FTQ ICAU MINIMUM SEOL.RE LY FASTEN WWP.IN RACE TO PRI!-MOVEMEW OURING I I $ 9I'-T FOOTN.Y> . CONCRETE RETE PLACEMHJT, I I 10'-9• T-9' 3'-0• i4'-0' 6'-6' 6-4'. I O C) ALL HORIZONTAL RODS ARE CONTMXJS T14E LENGTH OF ALL LAP SPLICES SHALL E�AS RECXAR®FOR'CLASS 8•TEMION SILK=PER THE �!� p. i LBF - BEAM I I - LATEST A.C.I.CODE QEG LM29 ENM LIN E68 OTHERWISE NOTED ON THE b � r ,� r--�r--, --, r- , POCKET STRUCTURAL D2AWNGS PROVIDE CORNER RODS AS DETAILED ON THE � p`7 - I ----- -} -- --- I - I Route 1 1 4 CONTRACT DRAWINGS. --� �---- J � T�- I I IQ T.O.FOUND. L- _J L J LINE OP y L__ L_ J I I D)PROVIDE A CLEAR COVER FROM REINFORCING STEM TO ADJACENT a. LP BEAM Y n I i coNORETE SURFACES AS FOLLOWS - - L I(X)'-0' 14R ABOVE r. > T I I No►ti1 Andover, MA BOTTOM OP FOOTING 3' ------------ _ I PIERS AND WALLS 1 1/r(EXC�P Z AT e6 AND LARCsE R BARS) � I I _--_- -_-_ THESE DIMENSIONS SHALL Be CONSOB2ED ACTUAL AND ARE NOT TO BE BEAM--- _- _- ADJUSM IN EITHER DIRECTIOM I I-- .O, - I I POpC2T. BEAM J T I BI- in p��{yC)W+,yam.SHALL BE SECURED IN RzoPOER _ i T _ I. I ABOVE -_ --... - - - POSITION ON CRAM OR E301STtR5 A6 MANLFACTUR®9Y RICHMOND SCREW .. �"- i--' -99-5' E3.99'-8' -I --I: - DI7� - ANCHOR CO.OR APPORVED EQUAL, 1dv9V'�WITH TOP$PR MXsF1E19 PLATE 1 I - -- -L 1 111 AND BOTTOM PLATE LJ �it M I I BEDROP LOW O.I5IAB I I �C701 .RETE FOOTIN9 a-D�3,01 - I D .MAN I I T.0.POUND. 'P TYP.CSE3?DETAIN FOCMI I Foundation Plan - I f I OM I I / I E9o'o• I I I / 106' 1 I 4'Col4C.SLAB I I MILLPPOLPSIY 6 > I _ T VAPOR BARRIER W/ I 6X6XIOAO W.WM j L__J 1__-1 I i Key-L_ia-rTA, Ino. REINF.OVER 6'MIN BEAM I I COMP.GRAVES I I ABOVE - - .. I 1635 TLmpike•'St I I 7 I I T : +`4 LALLy 1 I North Andover,MA 01845 I I 00 I I 4 T. P COL...! 1 1 Fe I I r I loaHr N I 1 - I I �SroToPwIL) 1 1000. I I I I wITN' we ow+ms I - ------ - - ---- -- --, I 1 . FOOTING NOTES I I AT ENCS .�Es. I i 1. ANY WOOD N COMPACT W/CONIC,MIST BERT- 3, 1 I � ,� 1 r- ---_-_- _ I 14 I I j I I DROP WALL IZ ( 1 'o _ -----_Y I I I 2 PROVIDE '-KY CONCRETE POUR.CSW SECT)OJS1 BELOW T.O.SAB LOW PT•GARAGE 3. TOP OF MAN FOUNDATION WALL ASSUMED TO BE 100'-0' I DOOR 9ffd' I 1 t_---------- - - ------ J b --- . 4. FOOTING ELEVATIONS QIP A MIN.ALLOWABLE it --------- - - - -- -- - , 1I '•To S._CONCRETEFS T .FOLD. I 10'CONCRETE FIND. .SCALE: AG NOiBd . - DWTH ALL POOTt4G8 MUST EE PLACED ON UNOISRRBED .4.L WALL W/16'X8' b I WALL W/20700' `P 18S1iE0/DE9P,iNN BY SOIL OR COMPACTED FILL BUT IN NO CASE LESS THlW 1$A x 1 I CONN:CONX)RETE VARIE4 - I . THE.Faosr LINE DEPTH.(4-a Mw(CONTRACTOR To EDS' °a Z-4k 15 PUP PrG 4 4 QTR (TYPICAL)PE a . 'VESRPY SOL CONDITIONS UNDER ALL FOOTINGS)- - Poonw -I L-- -____-- ----- _ J I 7-20-08 I eoNalmaemx` ------------- =-------- 3 M.O. Z - REVIBFJJ/REVIBE4 BY . B9.OW GRACE I o 7TH BDEa Ge/ Ray. '- 20-4' IT-10' 11'-10• - CeoRPlvlrtE wl,nF FOUNDATION PLAN—UNITE . O BTAIL 'l. Qo R scab:VV-1'-0' UNIT E'g F. 5-25.06 sEnpao.r BSWIQrB FIRSTM-CM 15%SP. JOB NO: 04022 SECOND FLOOR 895 SP. 7-4 5 D"TIwA TOTAL- y1y,SF, SHEET NUMBER 2 1'4 OS1.JA!-I+r24NS ANOLI0R. 99',r% WIT14 GARAGE 477 SF. . Sb W NS�L-•2KT BttTW6ro/Uy OPT,SCGOND BOOR 1053 SP. Al USE 7016 PLAN Iv%74 S NiCT/!`7 12 C V IbiD 1�0 CoA zy C-0--j 4 . TYPE MA I WIDTH I HEIGHT THICK RREMARKS - - DI EiJTRY. MTLJINSUL -O' 6'-8' 13/4 /IT SIDMI - O ---- . . r J .�- D2 91NBLE MTLJWSIA- V-a 6'-8' 1314 20 MIK RATED W/SB1'-GI.088'1G HINGES --------- -- --------Tr--------------------=n -I 7 r4' 7_6. )) I 03 SINGLE WOOD 7-10' 6'-8' 1318' - y 04 SINGE WOOD 7-6 6-8' 13/8 - _ in I 04 I Y II II I 05 SIN0.E MTUINSUL 3'-O' 6-8. 13/4 - I W_LC �0 'Y D6. SLI[>82 WD 6'-0' 6'-8• 13%4' . 57 OBh BI-FOLD WOOD . (9 T-O'.- 6'$• 13/w D8 SINGLE MTUINSII $'. 3'-O- - 6' 13/4 - . .. _ .. _ D9 GARAGE MTLJ8J6LI- 91-0' T-O' Z AFTAL OVHhFAD DOOR W/t-O'TRANSOM ' /' DID SINGLE WCOD 1'-6' 6'-8• 13/8 G OPB'1 TO 011 - SINGLE WOOD 7-6 6'$' 13/8.. - 4• . BEDRooM 01 S U L.L 1 V A N 7� ARCHITECTS, INC. ,,. 'X,�.-,. l p BATH " IYir 7-W ----------- --------- ---.-- -- -==----- . I ARCHITECTURE rOFSION.PLANNING 201 EDGEWATER DRIVE,SUITE 216 WAKEFIELD,MASSACHUSETTS 01880 .. MEW WASE ¢ Tel:(781)248-1887 Fex:(781)248-1883 ' 1 � wwW.oeulllvenerchitsols.corn I on ALT.'PARTIAL FIRST FLOOR PLAN - UNI D 4 9oeb't/4-r a - . . A.16R :.. mm-a ti w�n.une mma. 3-O' 3-a 2'-02'-O' 92008 09utlNen AmMtxte lna. . -.T-a .3-T 13'-8• 4'� 9'-11• _ 7•0• 7•-0•. T-0. .. IT-V X 19'-4' to W000 - RAILMB• M 0e .I 36'APF. - ALT. SECOND FLOOR.PLAN - UNITE INIT E s F. 5 z5 os WOW INS FIRST FLOOR 1596 SP. •36•ABO - - .. SECOND FLOOR. 895 SP. ,DECK — K q DEC �1 i TOTAL• 2491 SF. � r nt GARAGE 477 Sr. (-71 f]11Q�'y� l] (� . SIM A B - OPT.SECOND FLOOR 1053 Sr. SA TO A B ar Old Salem I Village ' M M ----_-__-- �. CLNG•7-Or r---------------. --------Tr------ n-J _, FLA N -- DE I -- � I 0 .PR✓'-FAB � Z-0' --- �-- T� -T DIRECT VENT DIN KITCI-M GAS. 1BRKFST 1 1 3'-4' 18'$'X14'-6' / LA'PEER {' WALL LIVING i to �, Route 1 14• L OPBJTo DROO- II B9Aw II�j 1 -e-x I - I x15•-O• I - ..North Andr3ver, . .. BELOW 7 _ C � IY TRAY CLG. o IXMER IIS - 6 ----- I 4'-10' -4' S'-5' 4'-11' W-T 7-0' 4'-2' I IOC MA j - eo'2w =-- , I 1 ..�. 2TX30' I N CFIPtNE OF: W6L'.. H FLOOR - - l. - ACCESS I m M CWO os tit �� C144SE. WOOD PANELS RAILING Y ii t I 1 1► LJ b ON z LIP 7T LIQ ''-a- z-6 b First & Second+ 16R 0 W O 16R ABOVE a •aY •P Floor Plans IZ-Y _ T-0• 3-T 13$• _ .4�. 8'II' - q, H TI WOODSITTI I .HP1.F WALL N Y RAILING,. b, on - 3R - 36'AFP. < I �� LOFT 36'APP. ARE W/WOOD I O 18'-T X 17-4' - .. 19'C X IZ-6• - CPP . 1538 Kayu PIXGSt ; Inc. BEDROOM ql l I North Andover,MA 01846 a - - 2040• II'-a' al I 6-6• 2,$ _4 'a-6• w I13o x 17-6 2 C I I BATT-1-1 w LINE OF RA DINING 71'X30' - 1 BEAM 20'-O•X 2Z-4'. 5'O TUB/ 0 PM -S . -1 i' la-MXW--w• `N 27X30' - - C,p. I -'J A I �CEILING OP THE GARAGE E ;Q . ` ACCESS — ___-__ --____ THE WALLS BETWEEN THE 14PLF WALL v - r____-- =--------- - srA,G. As tea NO PANELS _ GlWAG6 E-DWB.1.iNG ALpRETi,4 - .36' OD t03 1 I I I I SMlE7-E LAYER OF S/6'7YPE IX'I -I W/WOOD F ;j I( �ISSUED/DRAWN BY ' 1 I I 1 GYP.Lam.,PROTECT STEEL Bl3(UAS I CAP. - .. --L ------ - IWITH 5/8•TYPE'X'GYP.BD. I I I - 7-20-06 V-0'KN5EWALL I bi 01 STUDY eoann.pdnnm II•-w x 9'-6•. _ I REVISED/REVISED BY - 22'X30' I I I I f tdPov Occk . ACCESS m I PANELS I I I p U6f>$TOPE L- J p JOB NO: 0 ---- - ---- --------- 4022 6. 6. SHEET NUMBER 71.6• V-101_ V-10• 19'-IO' 5'-T - Y-10' 5'-T. 5'6" .9-O' Z-0' V-37 //�� . 16.3• SECOND FLOOR PLAN - UNIT E 5a-0 FIRST FLOOR PLAN-UNIT E .. ^:7 1/4'�,V-0• /11111►. �� 1111 a - ■11111��. MICRON-111 ,. � � /iull■Iu1t■nlmlull■WII■�n11►. _ � `�'« A ,/rlll►. HIIt111Q��,- ��r ■■■!LP0 millmoi■ ��e■;�� - -- - _- -- - _ FOR. . ..,. u..... .- .nl�mamnnnu ■nlel■alll�nlll■1�.: — is Elf I Ii _ _ = S S ®®_ '! I I R, ;� - ! = I■! I I_I„t� ,ql I���I i—_I__. l I: ��.: Old Salem Village _ 114It WI North Ahdover, MA /iiiil►. linlllun��. _ _ NIIIII�IIlel�1►_ _ .. ,/iuelmul�nlcml�. i,nIoieiinll■Iu1l■mllnull■IIIA,. , — o illiiilmlli il�iriil►.� _ - - __ _ s it■,■ ■■■ = itll■ mom ■�'■ 1638 Tumpike St M North Andover,MA 01845 I��_ ! ■■■ �i I _ = a ■� r■ i� ■■ ■■■ ■■■ _ 10111111 mill■ : 7-20-06 fi�l =I1�1 i��i ill �- - U � � Ems■ �iil■ �iG� ; _ - _�-- Illalllll'LII{II{�III{IrIIIIIIIHIIIIIII TION BY JOB NO: 04022 ANDERSEN NOI WINDOW SERIES - - _ -' (^ 1 I I I I .. : 10 , .1 10 - 1 to,— 10 NOTE DORMER AT ALT62A1B ELEVATION ONtLY 12 i 'ATTIC - 2X4 KNSEWALL ABOVE.W O.a" - _ BEAM ATTIC ! FTRAMnNG .. PLlN O ' S ULLIVAN 13F s� BEAM SEECtNG.JSTS.W/ IMAM:;� , ARCHITECTS, 1NC, i FRAMINGCLNG.JSTS FRAMING R-3o BATT:. FRAMING . .!E ,�. .. PLAN W/92-30 BATT. . .. RAN 04SL,-. PIAN ... \ ARCHITECTURE-DESIGN-PLANNING ItJSI.t_ - 201 EDOEWATER DRIVE,SUITE 218 BEDROOM �, \ wAMgELb,MASSACHUSETTS o,S80 BEDROOM - LOFT : ROOF FLOOR JOISTS \ Tei:(781)24&1887 Fex:(781)248-1883 1 - ,3$ - 1 S1M RAFTERS W/ - .. SEE 19RAIWNT`PIANS . AS - _ - _ _ - INSL BATT -LATIONL .. - to vvvWv.oev111VananChlteotB.COm SEE FRAMING AB PLANS .. .� - ti et m.woeuon mm a awoca�vie 1 4�A.ulY IImIIW b Ina ItlantlMd bwlbn. FLOOR JOISTS,SEE - Rsu.i or r.Ploduellon f>/any m.uiod,mwna. I 1 FRAMING PLANS sritD "PLoo2.lO15TS SOLID . ..{`_ 1 - SOLID - I I- or In Mn.W PIoYbII.d WWW vwftn . - WALL•16•or W/R-19 BATT BLOCKNIO .. BLOCKNO I 1: Parr w n of oeWEven Arwaei.,Im . W/12-13 BATT. ISI-SEE •w'� 2X4 EXTERIOR 2X4 EXTERIOR - •WALL to 2008 O'Suillva Arohlteots Im. �- FRAMING PLANS` STUD WALL a STLA WALL.. 5 - .. KITCHEN CL 16•0.C. 16.O.C.W/R-13 LIVING 4 BATT.INSLI. K T� THE WAUSrOF T�e GE S 2 CAR 3 Q ROOM DININC B a' GARAGE E DWELING RBOUIRES A GARAGE OO , — SINGLE LAYER OF 5/8•TYPE•X' �- h h ���... AB GYP.B0.PROTECT Siffi SEAMS WITH 5/8'TYPE•X GYP.BD. - I -- i I I - - ,FLOOR JOISTS 1 FLOOR JOISTS W/2.19 BATT I 1 W/12-19 BATT-. .------ IN9SEE FRAMING F2AMNG - R.M&.. UNIFIN ,B UNFIN: Old Salem Village Aa BASEMENT - - BASEMBVT I I I I MIL POLYET4MBhE VAPOR BARRIER //--�� I. _ I . W/6X6X IOAO W.WM.Rf?IPF.OVER 6' - - SLAB ( -. 5 - - MIL POLYETHYLENE VAPOR BARRIER . MW.cGMP.G92AvaA SECTION-UNITE Ae W/6MX 10/10 W.WM REINF.OVER b' - MIN COMP.GRAVEL T �oLTION - UNIT E' tee: -1 Route 1 14 .. 12 - 12 to[ North Andover, MA s ATTIC BEAM v j— FRAM _ PIAN U n i t t ROOF - BE"s� cuvG.Jsrs.w/ SEAM SEE S_E?Ct l co I"1 S . R��S FRAMING A_BATT. LAMING NSLI ATION. PLAN- RAN . . FRAMING .CLNA JSTS - .^ SIM - w�BATT. SITTING FLOOR Jotsrs. W.I.. - �18 SIM .AREA SEE FRAMING PLANS. - va � I 1 Key-Lirrte, Inc. ^ 1638 Turnpike St - . - I. FRAMING• _ North Andover,MA 01846 IBEAM SEE 16.O.C. - - . 2X4 EXTERIOR - _- FRAMING - .. SRA WALL• Sr PLAN. 16.O.C.W/R-13 BATT,ILS, MASTER - MASTER LAV STUDY BEDROOM BATH (^ 4 a SCALE: As Noted ISSUED/DRAWN BY 1 FLOOR JOISTS 7-20-06 W1 W19 BATT, eo.,en.n rw..aa oo WELL.SEEREVISED/REVISED BY FRAMING PLANS O DIA.HW.LALLY - UNFIN. crnuMN w1TH rOP ne BASEMENT AND BOTTOM PLATE ON 3 O'X 301 X 17 . - CONCRETE FOOTING TYR(SIE DETAIL) f^ 1 JOB NO: 04022 CON(_-SLAB*000 PSI MINT W/6: - � � � - MIL POLYETHYLENE VAPOR BARRIER SECTION - UNITE - - - W16X6X IOAO w.wM RIBrP.OVER 6 C SHEET NUMBER MIN COMP.GRAVE. 8oele:1IB`-1'-0• /©\ - \4 -- � i;(i'PER fti+S-liW t• ... .,,.,. ..- - w.........w.r .-msa..:..,�..c� BAFFLE VENT,T MIN CLEAR STAID HANDRAIL INDEi SIDING SILL SEALER FROM EACH SIDE OF RIDGE . AIR SPACE ORE2ICR WOOD SHEATHING - - ASPHALT Si WITH ICE WITH AIR INFILTRATION BARKER .. 8-720 E OVER.LEDGER :3/4'WOOD St1BROGR ASPHALT SH EXTERIOR WOOD NGLES RIDGE BOARD. . AND WATER SHED,36'LP - ..PAINTED BALUSTER- IXI2 PAINTED - SHEATHING WITH AIR WOOD ROOF . -ROOF AT ALL EAVES - `'' EXTERIOR SIDNG _ -` 8.777 - SKIRT BOARD, INFILTRATION BARRIER WOOD RAFTERS SFEA7I-0NO.WITH BROSCO . HIJWCANE CLIP. METAL FLAB. .. IX WOOD TRIM BASE MOLDINGS 1X WOOD TRIM CAW - . LIMESTONE - 6IMPSON H2 _ - (LR SPEED BASEL - FLOOR FRAMING . METAL DRIP C-O' ICE AND ASPHALT 54N SES OVER HIELD ON� � - � m 3/4'PLYWOOD WITH � �. ��� EDGE M - - .. CARPET - I IXIO TRIM CEILNG JOISTS WOOD SHEATIING AND BATT ALTERNATE METAL ROOFING SICK BATT _ �' INSULATION NSLAATON - - � PACED 2X4 OVER '. P.T.2X4 SILL GUTTER W/ .. - GYPSUM DRYWALL- METAL DRIP EDGE - Ib2 PAIME - , P.T.IM�ACH2" 0.'9Jr18 OVER - - SKIRT - e 6• �L AIR SPACE 16'QC, VAPOR BAWE R � IX4,W000 TRIM NTH BOAIRD AND DO R.RRING STUD WITH BOLDIN 8658 - (D b5 REBAR AT ARCHITECTS, INC. taoaclNG lxlo wood TRIM STUD WALL: BASE MOLDING .a TOP OFWALL 1/2'w00D SOFFIT WITH DOURB TOP - ` (OR uP/E 71 D REFER TO Ge'E RAL RIDGE VENT DETA - -. CON*"4JiOS SOFFIT VENT PLATE .. SPH BASO NOTES rOR ANCI-TOR .5 ARCHITECTURE.DESIGN.PLANNING EXTERIOR SIDNG EXTERIOR S7lA WOOD STRIJG®R IIyyyy�� .4 a•.,_ BOLT SPACING S(Dale: 1 12'=1'-0" WALL WITH BATT� SOLID BLOCKING AT ro' .. Ot CONCRETE � � WAl EFIELD A SSACCH DRIVE, SUITE 1880 Q . EXTERIOR WOOD SHEATMNO INSULATION - .2A•O..Q FOUNDATION WALL. . WITH AIR TW L112ATION BARKER . . .. ? . GYPSIIutIMYWPLL 1/7WOOD.SOFRT _ 1/7 G.WR' I CONCRETE COMPACTED - WOOD ROOF SHEATHYNG _ Tet:p81)24&1887 Hex:(781)248-1883 OVERS RAKE RMRN. ETA L FOUNDATION WALL �L JOE AM WATER S IIHA.36 woe ww�^i.oeullwer.erol;lteote.00m EAVE DETAIL GUTTER 2 STAfR DETAIL ENTRY.DETAIL ROOF AT ALL RM�s Them d1eWklpe std p.elleetlene,..e e..Psr.d Saele: 1 12^_1'-0' rove.or r.*wr urn4 tri"aiv rneMoQ mda.n 1 scale: 1.12 =1'0" S Scale: 1 12'=1'-O r g PFIP1 T a.«v a w iw ro°u»wnlrcau na Scale: 1 1.2" 1'-0". GYPSUM DRYWALL OVER ASPHALT SHINGLES MT14 ICE AND WATER - .. VAPOR BARRIER GYPSUM DRYWALL OVER - arin P.d,bpiafedMlwRM m.wdtta" r U'FAED,36'11P ROOF AT ALL EAVES VAPOR BARRIER EXTERIOR STUD WALL METAL ORP EDGE a.or".rm+er os,men Ard w%N,a WOOD RAFTERS :eXTE OR WOOD WITH BATT 02006 OSWMM Archftots Una SHEATHING WITH AIR 3/4'WOOD SUJBR-OOR 3/4'VK300 SLEFLOOR IX4 WOOD TRIM WOOD BEAM,MAINTAIN?CLEAR .: N W90RATION BARRIER EXTERIOR WOOD RAILING INFLTI ATI WITH{AIR SOLID BLOCKING AT BETW�N BEPM E ROOF SYSTEM ORERIOR SIDING INFILTRATION BOOKLET .. 24"OLIN WOOD ROOF S$4THNG - - M ENMAPE.OR - OCfEtIOR SIDING DOD WOOD TRIMCOPPER . JOIST HANGERS - - UNDER SIDING.'� m .. RIM JOIST .. .._ - �' BAFFLE VENT.7 MN. A E LEDGER 1/7 WOOD SOFFIT -ROOF RAFTERS CLEAR AIR SPACE .. METAL FLAS'ING - P.T.5/4 DECK - EXTERIOR SIDING - . P.T.6/4 DECK BOARDS FLOOR FRAMING WITH 9'a X4'ON 9'i X 9' FLOOR PRAMIING WITH DOUBLE TOP PLATE -.VAPOR SAPPER E WATERTABLE VAPOR BARRIER E EXTERIOR WOOD - . BATT INSULATION, WITH SLOPED TOP BATT IvbiLAT40% 'SHEATHING MATH EXTE R(OR STUD WAIL P.r.WOOD S�FRAMING PLANS 2)(P.,SILL OVER SEE PRAMIN 1 MANS AIR I•FILTRATION BEAM SEE .. SILL.SFS .. BARRIER . FRAMING P.T.JOISTS 2X W000 S LL BOXED OUT RA DETAIL R IdCEILTN3 JOISTS APD P.T.DECK -SMPSON 2MAX I�ATTT .. �FOOR A�NCHM ie 2X85. � - 1� Scale: ,l rr_;'-o• � � � � � o S�a1er`rt Village BATT INSULATION' gp0 1 _ FRAMING JOIST HANGER ° r REAR TO PLANS T SPAC NG GYPSUM WALLBOARD OVER P.T.2X10 LEDGER (2)e5 REBAR AT •e 8LOCIONG.24'O.C. 1X3 WOOD STRAPPING MA- P.T.WOOD POST TkZ)-BOLTED INTO RIM TOP OF WALL FINISH GRADE tp EXTERIOR SIDING -VAPOR BARRIER 17 DIAMETER WITH SIvPSCN BC,* JOIST.WITH WASHERS- .b •'O.. REP6R TO GENERAL W e5 REBAR AT . !9(TE210R WOOD CONCRETE FILLED IMAX POST CAP Ev�O®IN SEALANT NOTES FOR MX:HIOR - .TOP OF FOLPDA7TON SHEATMI40 E AIRSON 11. . WOOD RAFTERS AND BATT IN6Ll.AT10N $IMPSON'AHJ ZMAX - 2X6 SILL OVER P.T.2X6 BOLT SPACING_ �j WALL INFILTRATION BARRIER POST ANCHOR SILL OVER SILL SEALER CONCRETE \��\\�\/� � 10'CONCRETE - METAL RASHINO . FOUNDATION WALL / FOUNDATION WALL EXTERIOR STUD WALL - ROOF BEAM DETAIL D CK DETAI DECK DETAIL W1 BATT EEG �QZ s FOUND:/VVATERTABL.E DETACH ' Scale: 1 1)T 1'-0" 7 Scale: 1 12"-1'-0 scale: ,1/2•=1'-0' 9 Scale: 1 12°=1'-0° GYP6LM DRYWALL 1 ,{ .2X6 WOOD BILL OVER E(TE32102 WOOD 1 EXTERIOR STUD EXTERIOR SIDING BEYOND I .. OVER VAPOR BARRIO R O U le 11.4 _I P.T.2X6 SILL E SILL SHEATHING WITH AIR WALL WITH VAPOR BARRIERALL OVER SUEZ3/4'WOOD ;SEAL - WLT12ATION BARRIER BATT P1SU- MEMERANE OR ASC-0OND FLOOR StSLOOR GYPSUM DRYWALL COPPER FLASHING S; SEALER r OVIEW 1T North Andover, MA 1/7 AIR SPACE AT SIDES EXTERIOR StONG OVER VAPOR LNDER TRIM - 6 I—.:AND END OP WOOD BEAM SkWGUES BARRIER 3/4'WOOD-S BFLOOR OPTIONAL PRE'W SH® - . - FLOOR FRAMING-REFER EXTERIOR WOOD - METAL ROOFNG OVER ICE - CONCRETE FOUNDATION - - TO PLANTS _ SHEATHING WITH AIR E WATER SHELD . WALL ylOCp SMI°SON 51RONCrTTE BEAM-REFER TO - WOOD HEADER - INFILTRATION BARRIER . TLC LALLY COUIMN CAP FRAMING PLANS ��FLASHING � LIMESTONE IX WOOD TRIM � ROOF S-EATHING � j 3 I?co.SCHEDULE WOOD cASNG P16br�.ck P.T. ON 2X8 FRAIvING t - / \ 40 LALLY COLUMN IX4 TRIM 1 1O.• U '.-1 I i- 11 11 / I/7 STEER RATE WTM .. l. 5/8'ANCHtOR BOLTS CONTINUOS SEALANT ��OR1 30'X 30'X 12 FOOTING .. RSHIAEO AS PACE a V ®(. .{. . 4*CONCRETE SLABOVER VAPOR BARRIER WITH(3)e5 RE13AR EW. WINDOW REOIJIRFA BRICK • ,�X$ ° ! IX4 TRIM e ING FRAMING _ WOOD CEILING e WITH BATT tt"ISIL., JOISTS CONT.SEALANT E REFER TO PLANS . /O' 55 SACI�ROD:EA . .. SIDE.ALL AROUND - 5/4 WOOD STOOL - • Y (D a9 F AR AT IXI TRI ° WINDOW pY TOP 01"WPlJ. TRIM 2X' j.° WOOD APRON X. _ R6T32 TO.GE NE RAL 14'WOOD r .. ; SAM W/ . PLYWOOD PWOOD,S EATRESSURE TREATED e O ? •. 0' 0 IX4 TRIM � .. 61-IM AS REQUIRED � �a�6 - ..NOTES FOR ANCHOR SS`OOT SPACM CONTITNOIIa. SPACFJR \\ EXTERIOR STUD I� ..a.;.d°4" CONCRETE SOFFIT VECr4, FYPON COLIAMI KEY-LICT'18, Inc- . VINYL�� WALL WITH BATT o� FOUNDATION WALL 1638 Turnpike St . INSILATIOPL - .> - North Andover,MA 01845 PILL ��/� EXTERIOR WOO.,D GYPSUM DRYWALL �A�� COVER D PORCH DETAIL WOOD BEAM POCKET DETAIL LALLY COLUMN DETAIL AIR INFILTRATION BARRIER BArQIER FOUlrDATION WALL FILL 15 Scale: 1'12°=1'-0• - 1,2 Scale: 1 12 =1�-0•. - WINDOW D AIL ENTRY DETAIL(SIDE) scala: i 7rz•-�1'-0' NOTE :' NOTE' 13 scale: 1 12'_1'-0' ti scale: l 12•=1'-0• - EXTERIOR STUD WALL GYPSUM Dem PROVIDE l?)CONTINUOUS d5 RESAR AT TOP APD PROVIDE LD CONTINUOUS e.`5 REBAR AT TOP AND - TH BATT INSU-. "BACKFILL TO BOTTOM OF POU�DATION WALLS AND BACKFILL 70 BOTTOM aP FOUNDATION WALLS AND - GARAGE DOOR .. OVER VAPOR _ FINISH GRADE (2)CONTINUOUS d9 RESM AT ALL FOOTINGS FINISH GRADE '(2)CONTIN JOUS e5 RESAR AT ALL FOOTINGS EXTERIOR SEXTERIOR SHEATHING WOOD BARRIER _ CONCRETE STUD WALL SHEATHING WITH AAR FOUNDATION OIJ=_ 10' 4'CON(:. FOUNDATION' ICN INRLTRATION I� SUB WOOD M1 - SLAB OygRWALL -III �j PAVEMENT GMAGE SLAB,W000 RAFTERS 6 r- EXTERIOR Si, SUBFtC)OR SCALE: AS Noted —I VAPOR I DRONING�—1 \\ \ \• •. \\ - PITCH TO DOOR ROOF 51-EATHING . n DRAIN \/ l3ARR1®2 (BRAVR-WITH = BPJ�1J=Vt�lT,7 MIN CLEAR RIM JOIST ISSUED/DRAWN BY RTR7 PABRIGAVEL WITH '--I OVER FILTER FABRIC I I=I I 4 ... \ a..a AIR SPACE METAL FLASHING e7'20-OB- - =111 FILL \ ASP1ALT SHINGLES WITH ICE ` 2'IilG10 DAMP PROOFS - MITI PROTECTIdtI-- - INSULATION AND WATER L EAVES 36'UP tYa X4'CN 9a'X 8' REVISED/FEVI9ED BY _ 5 RVSAR. Ij AT ALL EAVES WATERTABI-E ` lD d5 REBAR,CONTRJ! <° • A BOTTOM( 1 I '•.0! \ i •• HURRICANE CUP. N WITH SLOPS TOP - — — SILL OVER P.T. AT BOTTOM OF =I e, ATION — \ / �• , " \ SIMPSON H2- 2X S I OVER SILL 6EAL6R ATION _I ` - -'° AND N FOO114 TIJGI—f METAL DRIPCD W5 _ RE3 . _ LWISTURB®I�1�I—I I—I .AT TOP OF- ®�- HWOOD ANGERS, MAP I MO RAND B TT''�r15LLATSION: SP'ACINIG .1 w/V 1AD19TLRfI 1 111 w' SOIL =111 FOUNDATI -6'COMPACTECIN4 TRIM �a .. . &OIL —11 "a y. §�. FOUNDATION�— a•�8 ° •0•. yypl,L ° je PILL - BARRIER E FOLNDATON DILA ? WRAPPED WITH a IXIO TRIM - - VAPCR BARR93Z AND IX3 FURRING -. ANISH GRADE RO aATT 4NSUL. .JOB NO: ..,--a'- .= T B'- - BLOCKING x.1402 2 WRAPPL`D WITH 7 7 FETA FABRIC ° - _ - - sLBa FRAMI - FILTER FABRI�111=�I J ' 11 I-11 :.+ . 10' 1/7 IN SOFFIT WITH DOUBLE TOP PLATE ' =111=1I I—I���__ _ _ =-- _—... — — CONCRETE a! CONTINUOUS SOFFIT VENT. EXrERIoa STUD WALL WITH BATT / / ��' SHE�I-NUMBER CONCRETE FOQTINHI SRTI — —111-111=111=� 11�'YWAT CONCRETE FOOTINp SI�"{'INd —III—III—I I1=1 I14vJd4=I FLUMEN INSULATION ' `�\�\\/`� l2)'E . ON UNDISTL)RB�$OIL. —IlI-1 I I-111-11 I— ON UNDISTURBED SOI.. '' ,I I I I—I�_ W _ EXTERIOR SIDING.EXTERIOR WOOD `1�N(SETE TOP OF FO III=III=III—I I1= UNpISTLRBED S-EAT4IING E AIR INFILTRATION BGYPSUMARRIER DRYWALL OVER VAPOR 10' a yygLO A(iN 48'BH.OW GRADE _III—�I—111 111=I1 MIN aa'BELOW GRADE —� 1—III—III—I I t—�SOE BARRI9� -' BARRIER - FOUNDATION W BASEMENT FOOTING DETAIL CONCRETE FOOTING DETAIL, FOUNDATION/GARAGE DETAIL EAVEBAY WINDOW DETAIL 20 FOUND./WATERTABLE DETA �� v 6cele: 1 12'=1'-0" - 17 Scale: 1 12°=1'0 1 a Scale:1 12"=1'-0• 1 Scefe: 1 12'=1'-0 Scale: 1 12" . RAFRR M+*T14 T`fpl w O`FL'Ir,j _ T•1P*3 All S FR+IL n+IN6 MtlwlOtl•5 cAb�. AT PAN[L. SPALS A-* Awro% Giao7: 12 40. ON AL1. Pvur+INF CLIPS "IL IFI-p".. PLATE C ti'o.c. Awp SHAt.LM[mRLLS, Nor Ar PANEL.2X10ROOFRAFTERS FROM %AOH coavRf� P[NerRAra hNAMIN(t FDO LS- CORrvti(i STVOS QG - 'hl11gLA MtN• A- IV$II To DY ATMo11s0 NAILL oP. As Noel S Bwyw N1-SA UuaRlNwf eLIP BEAM SEE SECOND . - f3NP 00 [ROH 0.AOft[ yyPIIAG FLOOR FRAMING tD I��x IR4 LVL - . 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PLAN FORCLM SIZE FRAMING As ) ' OR I - �"ol" - TO`�B.ET®OPB•CN63 6 6 To BE�2HIOO WOOFRAMI . I ANNO 2- A 970' •16'O.O.UNLESS OTHERWISE 6 1 LVL NOTED wli•4o�a�a 1 N wti W/ ouT I I I I I HIM GalMpsw 55Wt5x$ oo _ S0. �O I Old Salem Village L------- I----JI - D009 5HEAR VVA t.t_ 9 2 - ry ICE AND WATER SI♦SD OV�AMED SAGM P.ND O F. 46-9 - ®14'i X 9Y'LVL y EXTENDED S6•LP SOFFITS ALL ROOF FRAIv1NJG TO BE I I GARAGE pPENrN(- tD V X Y)�LVL 6A-L F''�W W/ 5 OOF PLAN AWD �S TaO WOOD FRAMING j I SEE DSTA IL..1 [MC7PPED (Z 11/4- GLVL AJ z•2+A FLOOR JOIS75 8oela:ll8'-1W' •161 QG UAJESS OTPERM E I I -sLL NOTE i �1Tg6µE9 SECOND FLOOR FRAMJNG PLAN W/SHED DORMER FIGMINf T.uA.86/L 4PF LL NOTED DATav 1/8108 2 soap 1/9•_1 0 FV, 97S#111 2.1.3 ALL. OOAW4e.MO#A OF Ttoop sHtgTt;ttry. To BA FRAMING .MemAORS To - - - OL PLR TAGLIL ATrAcN[D N FRAMINe. scot.3(I) oP TM[ ROOF FRA N wITN B� NAILS Q. 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RaTeRIvR FRAAINf� opnsN 2.1.75+R•7E •I6•oR. . 3)PROVIDE UCS IAD-SPAN BRIDGING AT ALL SPANK OVER RraOIARE d P[C IA L � .. _ 101.0'OR AS RECOMMENDED BY ENGINEERED LUMBER OROLL, A K o W M I°>'�X 9Y,1'LVL .. ,} 1 S C 11 MAMPACTMER SVCFtt.IQroT L440 DROPPED - - LJ ` G 2-T.A- 2MOS•17 O.C. - LD I��X Wr LVL rIAnE PVa D'£I.1v[Ry, ,-I - -- DROPPED 4.t PROVOL ILESSDCLIBJOISTS AT ALL SIDES OF ALL IL70 S uwST17�T VNy ysL �M1Ly OPENRNG6 LINLE6S OTHERrn�NOTED. wlyL St ALLpwep -- RS-1 — — — ----------� lLppWq oPTlply Framing Plans 5J PROVIDE OTHERWISE NOTED, AT ALL WINDOWS AND DOORS INrT�IOJr' fFPPR•wAL. 3-1•�s r „� 11 W/Shed IDormer - IJN.ESS OTHERWISE NOTED. FROM CNglet•e/'. I II II I /S 6J ALL FRAMING LUtu19M$Ia"FIBER STREM E-U MILLION HDR 1jV X 16'LVL P.SL SPF Y 2 Raultl0y_p/!►/07 N FRAMED - HDR » 3.1.73 N O/S BOTTOM _ LULw OT![ GIP[ 100 • - -_ ' Key—Lif rTe, Ino. 8)ANY BLBBTITIJTIONS OF 071-87 E2AND SLAMS TIl1ST Be - R 6 2 (3)ID ,ROPPED,LVL Ke Turnpike r CHECKM APD VERIFIED BY SUPPLIER. 4•ZJI 4 r RSt North Andover,MA 01845 IN MMLATION UST BeFOLLOWED REGARDING ALL RNG" - BRNO WALL '=I<., . INSTALLATION MUST E FOLLOW W FOR ALL T3NGINM7Ep N f BELOW G.C.TO ADJUST W�PRODt1CT8.• I / FRAMING J I NEEDED FOR 10)"ANY WOOD M CONTACT w1THl CONCRETE MUST BE TOILET OPENINGS PRESSURE TREATED I IU ANYI POSTS SPAWN ON BULGING PL.l+PI$OR FRAMING - Rwipw sJILI07. CONT. j X=I==SHALL SHALL eE DONTINUOUS.Y 6LPPORTED 3.1.75■!•7'S RRIaeAT[o pOAr � 1J-f•15x1t0/R " TO FOUNDATION WALLS OR COLIJVNS N BASEMENT. C•LI+ I-1.75+.1!%g I-0RDROPPED - ' IZa BIJLDA•A DESIGN LOADS ARL A8 FOILCwS SCALE: A9 Noted ROOF-SOPSP 0ROYND Show R85 ALL FIRST FLOOR FRAMMG 3•D FLOOR GEEING•90 PSP BT8NG WALL .L RB-3 i, d .O BE wo V4000 FRAMING ISSUED/DRAWN BY 2PD FLOOR•�0 PSF BELOW . �• c+�, 16.O.C.I.MESS OTHERWISE 187 FLOOR• P� J NOTED 7 20-06 s BLARING W 10 x 4 WALL ALL SECOND FLOOR Cg.ING I— b SEE 9 aTAll_9_ • � rs ` WINO 100.ArH 3 N•O.e bun FRAMING TO BE 2x10 WOOD I --- --- R M-mb 1�8Tog . FRAMINGISE NO II - ——————J FOR FOV LAATtYJ REVISEDED BY ----------- Y I MODif1t:ATTON$ ,E07hoN c►lo L--- --=--J COM. . - 3 li•,j X I6•LVL FRAMING THIS DRAWING GIIS A'GRAPHIC REPRESENTATION of THE � � O TO�� FIRST.FLOOR FRAMING PLAN FRAMING FOR THIS srRUCTLRE,CONTRACTOR auuLNOT. SECOND FLOOR CLNG FRAMING PLAN W 9'4D DORMER 1 sade;,s_,,-0 vse T+11s LAn/ wI 3 \J P TI{ W04 THIS REFER TO FOR THE LOCATION NS FRAMING Balm 1B•-r-0' 5 HELI" A•I �R6vK[o S E TIO S.FOR D IE THE PLANE,HEIGHeL.EvTS.TIOPIB,AND � _ 116168 .TOB NO: 04022 sEcnors FOR DWENSIO;VS AND HEGHRS, 12-160 11Nt. PLAN REVIS10 TO MELT 'ME 9,20VIALwAeNT% SHEET'NUMBER OF TME 7TN lapeb0N OF DIE Myss BAM%L4 eoLI �� PoR tat FAMuy Ow1LLlars _ SEL C-WJEDAL OMS DATED I-?-D8 NORTH Town of Andover LAK -Oover, Mass., 17`s ° COCMICNEWICK )ORA TE D PP�,�-`� v BOARD OF HEALTH PE RM11 Food/Kitchen Septic System BUILDING INSPECTOR /fit f THIS CERTIFIES THAT.......... ............................ ........................................................... .. ............................................ Foundation has permission to erect........................................ buildings on ....e.z.yJl�.... .................................. Rough • w 4 , Chimney to be occupied as.......................... . ......, ...... �... .............. .................................................................................. provided that the person accepting this permit shall in every resp;conform 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 "v `�./ Service.................. .........:.......... .............. BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on thel 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.