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HomeMy WebLinkAboutMiscellaneous - 53 MAYFLOWER DRIVE 4/30/2018 BUILDING FILE �. I 10541 Date.......�..vP� 1. . i NORTI{ °f�"`° :•1"° TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �ss^cmUsE� r This certifies that 7l�.'Uv El e" f'e- l-c r/ 60ble_ .... ............................................................................... has permission to perform .....F��fe',-,iL < ............................................ ............................. L r, wiring in the building of.' -3..... �1'P z`!. �uc�/C�-.............................. .� 5 n ,N00,Andover,Mas . 1 Fee.... 97../ Lic.No.A�14.-,W Z� ... . _ // ELECTRIC �INSPBCTOR v j Check # �.� Ufl f I- �U 3� Commonwealth of Massachusetts Official Use Only ` Permit No. Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: City or Town of: N027-7Y' 4 l`/T�d �� To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to erform the electrical work described below. Location(Street& Number), O7- 0wel2J�J • w m' Owner or Tenant Telephone No.?7R G833fl3a- Owner's Address Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building I/MF lL Y Utility Authorization No.���t71cs74� Existing Service Amps / Volts Overhead ❑ Undgrd-❑ No.of Meters New Service qen!�) Amps U-0/ ,,"WVolts Overhead ❑ Undgrdo No.of Meters (f&-4— Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: 11N�EW 141'iV a_ r Completion of the followingtable ma be waived by the Inspector of Wires. No.of Recessed Luminaires 3 No.of Ceil:Susp.(Paddle)Fans o.of Total Transformers KVA No.of Luminaire Outlets O No.of Hot Tubs Generators KVA No.of Luminaires `� Swimming Pool Above ❑ n- ❑ o.o Emergency Lighting rnd. rad. Batter Units No.of Receptacle Outlets , / No.of Oil Burners FIRE ALARMS I No.of Zones Otyl No.of Switches No.of Gas Burners 0/v,57 o. o et ng D an Initiating Devices No.of Ranges No.of Air Cond. Total Tons No.of Alerting Devices Heat uum er ons o.o el - oRaineNo.of Waste Disposers Totalsp ... .. Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances Kir SecuritySystems:* No.of Devices or Equivalent No.of Water ®�� KW o.o o.o Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP a ecommunications Wiring: J No.of Devices or Equivalent OTHER: p Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE a BOND ❑ OTHER ❑ (Specify:) I certify,under the pains andpenalties ofperjury,that the information on this application is true and complete. FIRM NAME: LIC. NO.:A119 8 3 Licensee: LOUIS C'ONTTNO Signature e LIC. NO.:F9R788 (If applicable,enter "exempt"in the license number line.) Bus. Tel. No.•9 7 8—3 6 3—5 4 9 0 Address: _I nnNnvnNDIR W, ST NEWBURY i 925 Alt.Tel. No.: *Per M.G.L c. 147,s. 57-61,security work requires Department of Public Safety "S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, 1 hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE. $ Cmc, OF -322? / 7/- . . � M J 1 7b1 : Date.. ..t..... ,kORTk 6 TOWN OF NORTH ANDOVER ' PERMIT FOR GAS INSTALLATION 4 1 i i o� • �S,SS^C HUSEt This certifies that . . . . �`!.�'� Sk r!. . .` .� . �c has permission for gas installation . . . . `/(/vS-2. . . . . . . in the buildings of . . .CJ�ld. . . (. ' -. . . . �. !�� . .`. . . . . . . . . . at . . ,r f-")a,.I. . . . . ., North Andover, Mass. FWAO u. . . . Lic. No.. .02.y . . .. . .!e!.fr,X GAS INSPECTOR Check# MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GAS FITTING Cityi?own: MA. Date: L("' 1 I Permit# Building Location: 1J�3 1► ►'4'� f` y! f_r Owners Name: OW Vett&-4 - Lc'- Type of Occupancy: Commercial❑ Educational ❑ Industrial ❑ Institutional ❑ Residential New: PT Alteration: ❑ Renovation: ❑ Replacement: ❑ Plans Submitted: Yes❑ No❑ FIXTURES i W ~ W 0 = of Z W O ( _ to z F- a Uj z - } W z 0 0 � D O z w a m 0 _ U o 0 W x W > m U z m O Q W rn 0 Q W = LL �► w UJ WW t > U O J W z t— O Z ~ _U teQ m W O z O > Z = z J O n0. W 0 W > > > S' O SUB BSMT. BASEMENT 1 FLOOR 2 FLOOR 3 FLOOR -4TWFLOOR 5 FLOOR -e"-FLOOR 7TH-FLOOR 8 FLOOR Installing Company Name: GAL1430 PLtkMNY, 4 ACATING Check One Only Certificate# Corporation 3 i qto Address: F.O. (50)C 110 CityfTown: NIAQE(LI*T LL State: 1'1x1 A . ❑Partnership Business Tel: ��g_371- 1')y3 Fax: ❑Firm/Company Name of Licensed Plumber/Gas Fitter: STE P N e-0 . C. GAL-TK)5KM INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch. 142 Yes TrNo❑ If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. A liability insurance policy Q' Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Signature of Owner or Owner's Age.nt Owner ❑ Agent ❑ By checking this box❑;I hereby certify that all of the details and information 1 have submitted for entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. Type of License: (7� By 5?tIumber C [v�'Master , 44zk.3 Title EJ Gas Fitter Signai-iie-ofilbensedPlumberiGasFifter Cityrrown ❑Journeyman License Number: 101q% APPROVED OFFICE USE ONLY ❑ LP Installer FINAL IN4PECTION BELOW FOR OFFICE USE ONLY PROGRESS INSPECTION($) FEE: $ PERMIT# APPLICATION FOR PERMIT TO DO GAS FITTING NAME_&TYPE OF BUILDING LOCATION OF BUILDIN SKETCH ELUMBE .QASFIMR,LP INSTAL r RR LICENSE NUMBER: PERMIT GRANTED 'DATE; GAS FITTING iNSPECTIOR 4 Date. . f 1. w. X9 ` 3 V/ ,OPT" PT:��o TOWN OF NORTH ANDOVER 0 :1" 0 PERMIT FOR PLUMBING SACMUS� 614"1. This certifies that . . !'?J�� . � .t. �.I. . . . . . . . . . . . . . . . has permission to perform . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . .�?/. . . . :�,/P.�. . .L//. Ur— . e. . . . 1 at ... . . .moi . . . .1�!l. 1: .;. . . . . . . . , North Andover Mass. c. PLUMBING INSPECTOR Check .7 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING b City/Town: WPB Afifill-kot.k . MA. Date: q- 1- 0 Permit# Building Location: ,S3 1%84 D�Jk!-c Owners Name: oto 514o'04 y"UvLc. (t✓C Type of Occupancy: Commercial❑ Educational❑ Industrial❑ Institutional❑ Residential New: Alteration: ❑ Renovation: ❑ Replacement: ❑ Plans Submitted: Yes❑ No❑ FIXTURES DEDICATED Cr z SYSTEMS W p of Z u .i j Y O � VI V1 Q vl j U 1F- Vr Z kn a o 1A U.1 _z ►- Q Q Q z Q Q W Q 3 'A = H Q W Z H W Z ,- h O d ~ Q ~ W h W C F- } cc W Ne Z H z U d x = J Q 3 LL4A Ln O tie z3 3 W O W Q C oG oi9 O In 3 W W U f- = a O � (=j ? ; 0 O d Z ¢ H F- H of W Q Q Q Q Q Q a m m o o LL i 0 a 3 SUB BSMT. BASEMENT I 1'FLOOR 2ND FLOOR '(, v 3RD FLOOR 4T"FLOOR FLOOR FLOOR FLOOR 8'FLOOR Check One Only Certificate# Installing Company Name: t A L-11JSlCY PL.OMPSI OC, 4 i{ef�Tt 16 C; ©corporation (0 Address: P.O. CSX 17 D i City/Town: N AU E IZ 1{I LL. State: M-A- ------------ --- ----- --- _.---------------- —------ - -- - —- —--- - ----- Partnershi BusinessTel: 0179- 3144- I'N 3 Fax: q 78'Sal--r.(I 3pl ❑Firm/Company Name of Licensed Plumber: STEPItEA C. GALSIJSK� INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 Yes vR No❑ If you have checked Yes,please indicate the type of coverage by checking the appropriate box below. A liability insurance policy Q� Other type of indemnity [I Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Signature of Owner or Owner's Agent Owner ❑ Agent E] I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. n By Type of License: AMA, `. �-�114 Title [i(Plumber Signature of icensed Plumber City/Town [TMaster APPROVED OFFICE USE ONLY ❑Journeyman License Number: i43y5� i FINAL INSPECTION BELOW FOR OFFICE USE ONLY PROGRESS INSPECTION(S) I FEE: $ PERMIT# i APPLICATION FOR PERMIT TO DO PLUMBING i i NAME&TYPE OF BUILDIN I I I LOCATION OF BUILDING SKETCH I PLUMBER I I i LICENSE NUMBER: I i i PERMIT GRANTED DATE: PLUMBING INSPECTIOR -D V11 ® A,O l l' �1- �North . Andover - A O SULLIVAN ARCHITECTS AROFIITHCTpgg DB9II7N PLANMG UJ *411T 4 - aaoa aaac� 0� a - o ao DRAWING LIST - - . ARCHITECT. A0.1 GENERAL NOTES AND SYMBOLS O'SULLIVAN A DEVELOPER A0.2 SPECIFICATIONS ARCHITECTS KEY-LIME, INC: SITE ENGINEER Al FOUNDATION PLAN . 201. EDGEWATER DR, STE 215 1538 TURNPIKE ST HAYES ENGINEERING f A2 FIRST.& SECOND FLOOR PLANS' WAKEFIELD, MA 01880 STREET 603 SALEM STREET NORTH ANDOVER, MA 01845 A3 ELEVATIONS Voice (781) 246-1667 WAKEFIELD, MA 01880 f Voice (978) 683-3163 A4 SECTIONS Fax (781) 246-1683 Fax (978) 685-1099 Voice (781) 246-280.0.,, -. A5 DETAILS - Fax x (781) 246-7596 A6 FRAMING PLANS E1\4 A7 FRAMING PLANS W/ SHED DORMER _I e.V'-'110 7r�� •�++-� i CO - - -- NSTRUCTION SET 7-20-06 ' (J. t9NII17 rd.vEJEA.- 3t'! 6"w ic 2,•JCD2 SINGLE T-O' 6-8' RATED W/SIF-CLOSING HINGES03 SINGLE WOOD 7-10' 6'-8'D4 SINGLE. WOOD 7-6 6'-8'DB SINGLE 6 D6 SLIDER 6-0' G-8•D7 DBL 81WOW m 3'-0' F-8'08 SINGLE MTLANSUL. 3'-O• 6-9 O9 GARAGE un-ANSU- 9-O• T-Or OV&ZI-EAD DOOR W/r-a TRANSOMG ' O ' S ULLIVAN ARCHITECTS, INC. C- 4 NOTES ARCNITECUNEIE•DESIGN.PLANMNO L FOUNDATIONS - - A) ALL FOOTINGS SMALL BAR ON lNDt97tRBED SOIL HAVtVG A MINIMUM - - T-3' 13'-6' r-Ir 6'-a'. 6'-O• 8'-O' Y-O' 6'-0" 7-O' z-O' SPARING CAPACITY OF 3,000 PGF WOUNDS PER SQUARE roan - WA EFIELD. AS DRIVE.SUITE 218 WAKEFIELD.MASSACHUSETTS 01880 . B) THE BOTTOM ELEVATION of EXTMOR FOOTINGS SHALL BEA MINIMUM --------------- . OP 4'-0'BELOW OUTSIDE GUAM LOWER FOOTINGS AS RECUIRED TO REACH � Tek w. 8UIIIV 1 M 1tgc q.0o B3 ,. vwvw.oaulllvenarohlteam.Cwm GOOD t3eNRUlG. ." - I 17 DIA CONCRETE " C) THOROLo.Ly COMPACT THE BOTTOM OF EXCAVATIONS PRIOR TO I FILL®SONOTll3ES Ton•ar•eap••nu•ymn�ee•,rw.nP,•v,W _ TO UNDISTURBED ar— to be ftn IndW tw.P.d. ftn.4 . b a,preeW kr f d b Ow kkn=W Ixa0oll. . FORMING;FOQTBJBF+ , - 11 u m,•Produoib by•T nwft dL M v ha• D)ALL FOUNDATION WAL9 SHALLL EEE BACk'FILLE37 EVENLY ON BOTH SIDES _ 1 � ,COLUMNS I ------- TO PREVENT UNBALANCED LOADHM I. 0 2008 b pmMtvan Amhltwt Ime�n P•nnw�•n aosuwavdd.tl t•,Mo. � I ' j r----, � ®2D(>e o�BuuMenArcnle.calno. - D ALL BAC7�ILL USED IN910E THE BUILDING SHALL BE WELL GRADED GRAVEL - WMCH SHALL EEE THOROUGHLY COMPACTED IN 8'LAYERS.ONOTE MATERIAL I I . - MAY BE USED if-ACCEPTABLE TO THE GEOTECINNICAL EJGf�iL - ' h '4 . F) ALL CONCRETE SMALL BE RACED IN DRY EXCAVATION&PEND AWAY � ' 1 - --- GROUPA WATER AS REOLNRED. µ I , I , AR y� ♦ }� FOR CONSTRUCTION OlRIJ6 WINTER L FOOTINGS AND 130071R SLABS WILL. _--_-- -------'- -------- RE«L1e PROTECTION FROM"FRE!ZING 7affl-I2ATURES AT THE BEARING SURFACES UAB•THE GUIDING IS 04MOt�AND HEATED. Ir--------- — --------------- ---- ---------� ` I 2 CONOiETLq — I I T " A) ALL CONCRETE 34ALL HAVE A MNMW COMPRESSIVE STRENGTH OF I I 10'CONCRETE MTD. - I - I 3. PSI AT 28 DAYS.AERENTW4tNED RBU I/8�u7 N - _ , WALLW/2Ox10' "3a"R LALLq"CoL%)R.V fs AfLA(�E. FORS 3600 pSE A•IR ¢NT'`PAIAJE h I 1 CONT.CONCRETE ON 2'=6�2U6'n 12" - -4 OONC, � I B) MAXIMUM ALLOWABLE SLUMP OF CONCRETE SMALL NOT EXCEED ED 4'. - I 1 PTQ(TYPICAU 'FODrlN4 P o R 2• (3000 PSI MW W/6 I f] ('y� Village I f� Q a ALL CONCRETE WORK SHAM.COMPLY WITH A=SPECIFICATIONS. � Un)tT E *L1rrRNATH VAPOR BARRIER POLYETHYLENE/ I I Old Salem 1 Village I \,JTA FAre,61 P-ooM 6X6X 10/10 WAM I S REPF'ORCING STEW I - RE3•F.OVER 6'MIN. A) ALL REINBFORCNG STS.SHALL Be ASTM A619-GRADE 6o AND 84ALL BE I� t)7 COM'.GRAVEL I 1 DETAILED FA38CATED AND INSTALLED IN ACCORDANCE WITH THE LATEST I - /7 . A.C.I.SPECIFICATIONS. � I I •ANDESWITH RE BASEMENT E r W ETD. ' I I REOD WITH A9 - 2X4 WOOD 3LOx3L0 OCNT.ALL /207)(101 C�fE I I B) WB.OED WERE FABRIC(W.WPJ SHALL Be ASTM A-189.LAP ALL SPLICES I7 WALL•I6'O.C. x 12 n MINIMUM SEXY FASTEN W.WF.IN RACE TO PREVENT MOVEM34T DLRNG I , �ql, FOCTIIX FTQ CONCRETE PLACEMENT. 1 I 10'-9' T-9' 3'-0' 14'-0' 6'-6' 6•-4' C) AL HORIZONTAL RODE ARE CONTINUOUS THE LENGTH NGTH OF ALL LAP I ' SPLICES SHALL BE AS RECLAIM FOR'CLASS B'TENSION SPLICES PER THE � tr i I BEAM BEAM LATEST ACL CODE RE{iURE.BNTS UNLM OTHERWISE NOTED ON T4B 9- I .POCCET r _7 r __I ---) r- 1 POCKET I STRUCTURAL ORAWINM PROVIDE!CORNER RODS AS DETAILED ON THE d� - I --------;- ;----- -- --- , -�--- 1 i Route 1 14 �, CONTRACT DRAWINGS . - a I f TO.FOV D. L- - L J LIf�E OF y, L_'- L_ IL D) PROVIDE A CLEAR COVER FROM REINFORCING STEEL TO ADJACENT, q., UP EDEMA Y I I CONCRETE SURFACES AS FOLLOW9� ' ' 100•-0' IHR ABOVE a -- 41I� I'" PQ(30T 1 I. North Andover, MA BOTTOM OR FOOTING 3' l O PIERS MD WALE 1 I/7(EXCEPT 7 AT e6 AND LARGER BARS r --- ---- . THESE DIMENSIONS SHALL BE CONSIDERED ACTUAL APD ARE NOT TO BE - ----_- " r------------- -------.-. --i BEAM LI•C ADJUSTED IN 13THER DIRECTION � T p WAP.SMALL BE IN PROPOER :._ _ y� ' T�0.SLAB AVE POSITION ON CMABS OR E301aT626 AS MANUFACTURED BY RICI•A1CPD SCREW 99=5•— f3_99'-8• —1---1:- Dl-;H.yy: ANCHOR 00.OR APPORVED EQUAL - I I 1 1 LJMfN WITH TOPSM tW.F1EL9 PLATE 11 1 t IN RATE , LJ 1`l i BH�NWMIA(ALLSLAB j j ON flD"X 90'X 17 g`o.3tp" HIGH PT•MAN I ! pTYP.ISM DETAIL) Fponrxi. � Foundation Plan DOOR 1 i I ,OO•-a ! I Z,/.SLAB - I I Be" I I (3000 PSI MIDI W/6 f N I POCKET r--1 POCKET I 1 MIL POLYETHYLENE t -- — —_ VAPOR BARRIER W/ IL 1 I" LIES OP-! 1 - I I . 6X6X 10/10 W.W.M. L__J )—- I I REINF.OVER 6'MIN I 1 - BEAM I I Kay-Lirrle, io'TC. . I I COMP.GRAVES. I 1 ABOVE - - .. " 1538 Turnpike:)t T ¢c�LALUy I 1 North Andover,MA 01848 4 O T.O. COLv J I r - 1 I 1l5TotaPwALL 1 Eoo•-a I I bvmE' Us Dntc.% I - ----- - - ---- -- --� 1 1 FOOTING NOTES - 1 I AT Evros �Is• ' I 1 1 - . .. - 1. ANY WOW M CONTACT W/CONIC.MUST BE P.T. - 1 1 tam 1 r_ -----_- _ I 14 I I DROP WALL 12 �O.�5AL B .. ------4 I 1 I . - 2 PROVIDE r-KY CONCRETE POUR.CSW 9ECTtOW r , , emow 7'.O.SLAB ITL OW) — I E6•'4•." L- -- -------� LOW PT•GARAGE - 9. TOP OF MAIN FOUNDATION WALL ASSUMED TO BE 100'-0' L' L-DOOR----- _ - -FI-99 4 b .. --- --- I -.SCALE. As Noted . 4. FOOTING ELEVATIONS RE3'�N7'A MIN.ALLOWAEIE EI - 1, �0 8. T r-OIAD. b I r' 'CONCRETE FND. DEPTH.ALLFOOTINGSMUST ES PLACED ON UNDISTURBED - •Ii.� W /6'X8' r I ' ALL W/ O' . - - SOIL OR COMPACTED FILLBl1T M t•D CASE ISS THAN h — i$q ---i,DBEVE pUf - --- -„-- 1 I - CONT:CONCRETE VARIES y,4 14. .17.CONCRETE Fly ISSUED/DRAWN BY THEF FROST LINE DEPTH(4'-0'PRN)CONTRACTOR To Y V E3�s7-0'-`- 2-44 t5 P SEP i L-- 'VC7FT 878 CONDITIONS LNDEt ALL FOOTINGS) pow"" � PTC.----- ----- _ J FTQ(TYPICAu 7-20-OB I � e ods.oren _ ------------- =------- 19-4'MO. 7 - REVISED/REV18Eq BY . - - BELOW GRADE I D 7);6Drnon/ Raw 2a-4 1r-IO n-ia - Solo' ca"VIA Ott Win4 FOUNDATION PLAN -.UNIT E . Q 6TA�U. .1. Po R Sce1e:10 1'-O t LINK E'S F. 5-2B•06 "5 LMP BCd $SWIG•$ - _ MST FLOW IN6 SP. JOB NO: 04022 ' SECOND FLOOR s9s Sr. 21t 5 U"-P&Gf. TOTAL- za91 SF. SHEET NUMBER 2 114 %sw"_1x24143 '' . - Aorl6EloR- SOL^ W11% GARAGE M3 S $3 W MO RI. 2KT iixTfNSw/1S OPT SECOND FLOOR 1083 SP. Al USE TM14 PLAN IVdT% S NEtr A•� R tvE3ta 1�aloe . M _ --- --- Li U'✓iti r-IL-v IJ L—C_ . / TYPE MAIL WIDTH HEIGHT THICK.:. RE�NARI:S - — . Wo AWAL --------= -- -------- r--------------------- ---- .DI tT1TRY MTLJINSLL a-0' 6'$' 1 3/4 /12 SID9.IGHT •,•, J . I —I 02 91NGLE MTLJWSIl. 3'-0' 6'8' -I 3/4 20 MIN.RATED W/l MIG HINGES y, O I I y� 1- 7 T-4'.T-6' 1 5'$' 4'-T - I DSL SINGLE WOOD T-10' 6'-8' 13/8' - - v - '' N I I I1 I D4 SMGIF WOOD T-6' - 6'$' 13/8 _ M 1 0+. TpZP . II II I D5 SWGIS MTLJI4SLL 3'-0' b-6 13/4 I Wi•Ci• •e 'i.� D6. SLIDER WDJ 6'0' 6'-8' 13)4' . 07 DBL.,014-0LD WOOD. (D X-O'.- 6'$' 13/8' 1 ---- I DS SINGIL� MRJMSIL 3'-O' 1 3/4. I . I I D9 GARAGE MTL1M76L.L. 7-0' T-0' T AL'TAL OVERHEAD DOOR W/r-O'TRANSOM. of 1 . - DID SINGIF WOOD I'-6' L OFBJ TO DII - SINGLE' WOOD T$• 6'-8' 1 3/8..". - q• . eEDRoonn BELOW 0'SULLIVAN ARCHITECTS, INC. 1 la a=z134 y, .I _ - . Y I ( ------ �g� ~ ARCHITECTURE-DFSION.PLANNING . I ir-4r T-5' .---- -- ----------- — -201 EDQBWATER DRIVE,SUITE 216 jt as LY. I MECSi WAKEFIELD,MASSACHUSETTS,01880 . CHASE 1, Tel:(78,)246-1887 Fax:(781)248-1083 " f www.osuIIivenemhiteots.c m iA - _ – - - _ – _ -_ R• rem Io110n Ef'n iiMVwtlIn wiM• LT."PARTIAL FIRST FLOOR PLAN UNI D _ AMA e n In Pm h PrPh:PR.E'*M em mRt•n DN 16R P. alonol Mtft•n ArdEb .fiu. 1aa sc . a II'-4' ... IZ$' Z-0' .3-0• .90' 7-0' 2'-O' 9200a O'ButlNen Architects Inc. .. 13'-2 X 14-4' in WOOD ..�• - - i - RAILING• Ln as. - 36•APP. - - ALT. SECOND FLOOR,PLAN —.UNIT WIT E s F. 5 25-06 WOOD R INo 3 FIRST FLOOR' 1596 SP. f 36'ABO - - - .. DECK .. - o .. SECOND 895 SF. - FLOOR TOTAL• 2491 5F. BECK, " M GARAGE 477 S.F. (�m Ia Q . - .. 81M A B _ OPT.SECOND FLOOR 1053 SF. SANTO A B M Old Salem Village : MM --- --- r------------- -- -------- r -—————— =------------.—n—J -- FIA CLw p II II -- tv - 1 .Pp"A9 z-O' -- 70• ^ DW 3 z r KIT DID VENT _ ( GAS. FHAVI I QRKFS t8'$•X 14'-6' E / v 1sLA,DiI 10—WALL . �1Y1�� i �d i" Route -1 14 L CFEN TO 1 1 BELOW I I Y W-B�X 1�4-0' 1 X IB'-C• I - BE pwT F11 p ;; Ir ,SAY a G4� North Andover, MA --- ------ ----- — — 1,116'9' r, 4'10' -4' S'-5' 11' S-T 7-O' 4'-T LME OF 9-a - B'-O'2ND - ..� 22X3016 .N � Zv GCLNG1 I - PAN. �, CHASE. � --- --?� 'e, ` {. ACME .. PANELS � � ..t7 - - l � ... d 1 � -RAILING _ _.—_._tY,.._. V �'I L I>r�19 OLA D3 T N �" D W o p � ' � v 'T a' T 6' ;.p /ABOVE m First & Second 02 IJ Floor Plans" 7'0' 3'-T 13'$' 4'9 8'_8• y, yy`' BATH UI WOM SITTING 41ALF wAll C I RAILING.. in ) .. L a6'AFF. B: Wim/woOD'' l3'rx•s-a lsvxtzw CAP II „� Kay-Lim9; no. - °s I 1 .I I - 1538 Turnpike St BEDROOM - ql I I I. North Andover,MA 01845 w 2U� 5'-6' ti w Iw_O`x 17-6' 2 CAR I I h . 1 LINE aF GARAGE DINING I I O I W LCA I 767( ACCESS — "l BEAM 20'-0'X 27-4'. [ZQQM I Q I IC'$X 14-10�' r Q. PMIS —'1 .. I. tv �. 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E! ■ Ii = !�;; .11�I �:!I it, 110.11 ■la■ vii , [I(II1111111[Ili[[l(Ililllllll(IIIIII[[I _ - — • : 04022 SHEET NUMBER w-. - — A3 U - 1 I 12. 12 12_ to NOTA 10 to f 10 DORMER AT ALTERATE .E-GVATION ONLY M / ATTIC i. 2BOWO— AT /�. " FRAMING t t O ' S ULUvAN 1 AACHiTECTS INC, 1 ------------------ BEAMsee IKi CLN0.UST& FSEE RAMING R-30 BATT:. FRA�� \\ - - . PLAN W/R-30 BATT. . - .. PLAN ...INSIJ PLAN ARCHITECTURE-DESIGN-PLANNING pp t - ` 20,EDGEWATER DRIVE,SUITE 218 BEDROOM ` \WAKE�eLo,MAssAcr+usrrrso,eso w BEDROOM - LOFT - - ROOF - - SEE FRAMING PLANS FiOOq•UpSTS, -` Tel:(181)248-7887 Fex:(781)248-1883 _ -R3 ,. SIM RAFTERS w/. `. P-30 BATT - www.oaulllvanerohlteote.com .--. - .. . ^_ INSULATION t I. SEE FRAMING PLANS I. t F IFRAMING N 5� sTio FLooR Jaws Salo �`_ t SOLID I I' aln wt mproN ftn"ero . - WALL•16'O.C. W/R-19 BATT BLOCKING BLOCKING I �: Pwm.Oiwi a aeNa�m aonkwy M. W/R-13 BATT. NSIA.SEE .WALL 2X4 EXTERIOR 7X4 EXTERIOR •WALL 0 2008('Sullivan AMhAtecta Ino. W1IZ FRAMING PLANS' STUD WALL.. STUD WALL a ~S 16'O.C. 16.O.C.W/R-13 (ITC!-NEN CL BATT.[NEL UlmLIVING THE CEILING Cf-� E 2 CAR y3 4 ROOM ININ y� 8 a• - - GARAGE 8 DWELLING REQUIRES A ..GARAGE - g Y. A OO A 14 �^ SINGLE.LAYER PRO OF 5/8'TYPE'X .�.- ~ �� � � � � .h � _ -.� -AS GYP GYP.W,PROTECT STEEL SCAMS A6 tI I WITH 5/8•TYPE X GYP.BD. 1 •- FLOOR JOISTS - t - FLOOR JOISTS W/R49 BATT - ( W/R-19 BATT. _ —---- INS L.SEE INSIL.SEE i FRAMING PLANS FRAMING PLANS ,e UNFIN 18 UNFIN. Old Salem Village ae BASEMENT BASEMENT 1 . I i 1 1 (`---') MIL P�OLYETAYL NEV SLAB L4000ORMB� - _ ^ (. _) .. .Ll - W/ COX6X ICAO W.WJGRAVEL REIN=.OVE2 6' - - MIL POLYETHriHJE VAPOR 4-CONC SLAB(3000 PSI MIN.) BARRIER MIL COMP.GRAVa SECTION -UNITE - - - A6 - - � w/6X6x O110 w.wM.REIN=.OVER 6• MIN.COW.GRAVEL A seNa:va SECTION N T E Route 1 14 12 12. - - O F AD North Andover, MA e ATTIC - _ .� : - - i ISEBU "it E= RooF — BEAM SEE cauvG.JSTs.Wi aeAM SEE S Ct i c)n S . RAFTERSFRAMING 12.30 BATT. FRAMING - R-30 PLAN INSUL PLAN INSULATION.SEE - PMINGPLANS CUJO.JST& SIM W/ BATT. SITTING FLOOR JOISTS. W.I. — 18 NS SIM AREA SEE FRAMING PLANSA. 4 i 1 Key-LI"T-1@, Inc:. 1838 Turnpike St . i. FRAMING e. '.. North Andover,MA 01846 BE"SEE r• 2X4 IXTERIOR - -- FRAMING LO - - STWALL• tS _. PLAN. 0055 - 16.0.C. SUL R-13 6f5 BATT.1MASTER MASTER LAV STUDY t .. BEDROOM BATH SCALE: As Noted ISSUED/DRAWN BY t FLOOR JOISTS .. .7-20-06 W/R-19 BATT. - eaw..�Lannion . INSIL.SEE - REVISED/REVISED BY FRAMING PLANS . 3k!DIA.HW,LALLY UNFIN. COLLSv1N WITH TOP BASEMENT AND BOTTOM PLATE ON 301 x 301 x I2• . - CONCRETE FOOTING - TYP.MEE DETAIIJ - - i. =--•t JOB NO: 04062 4'CONC.SLAB(3000 PSI MIN)W/6 MIL POLYETHYLENE VAPOR BARRIERSECTION - UNIT E - W1 6W10110 W.WM REIT.Oven 6 C SHEET NUMBER Ed Soda MIN COMP.GRAVEL :1U8'-1'-0• A . \4 SArf9 E Van,2 MIN CLEAR - - ---- AIR SPACE EXTERIOR WOOD SLF_A'TT#P1G V S1AIIED HAPA.711AIL UdDEIT SLUING - ASPHALT SHINGLES WITH ICL' WITH AIR 4FILTRATION BARRIER. B•720 _ . .. E OVER.LEOGEIR. :3/4'WOOD SUEIFLOOR" - ASFHVILT 614 AND WATER SHIELD.36'lP. :..PAINTED BALUSTER IXI2 PANTED EXTERIOR WOOD RIDGE BOARD . ' G WITH AN WOOD ROOF, ROOP AT ALL EAVES `'' :'EXTERIOR SIDING _ B•777 SKIRT BOARD. INRLTRnATON ARR162 WOOD RAFTERS STLAT-0NG i I-Il<IMOAhE CLIP. FLASHING. SOD TRIM B LTH BROSCO 8E58 METAL IX WOOD ASE MOLD LIMESTONE 1X WOOD TRIM " SIMPSON 412 •� �� �.. ..� � - - .. - � (OR SPEED BASE)ASPHALT SHINGLES OVER FLOOR FRAMING METAL DRIP r-o' ICE A�WA ETD ON- 3/4'PLYWOOD WITH e• SEE AMINO " EDGE .. - CARPET - IXIO TRIM' ! CEN.MB JOISTS WOOD SHEATHING AM BATT ALTERNATE METAL ROOFING BRICK ! . i - INSULATION - PACED. i 2X4 OVER BATT " INSULATION SEEISEEISEEGUTTER W/ .. VGYPGL&DRYWALL. METAL DRIP EDGE P.T.2X4 SILL P.T.IIT SPACl323 0.9JMG pygT - _ IXI2 PATTED n 6'• 4'. AF AIR SPACE - O IS U L L i V A N •16'O.C. .. �" VAPOR BARRIER IX4_WOW TRWSKIRT . . - . AND IX3 FTRRI - EXTERIOR BROSCO 8658. (D-5 REBAR AT BLOCKI - 0(10 WOOD TIB+(. ' STUD WALL BASE MOLDING - - •'a TOP OF.WALL - . LZ WOW sorA=Ir WITH Daae roP MR INVERTED R�x_To GENERAL RIDGE VENT DETA A R,C H I,T E C T.S, INC. CONTINUOS SOFFIT VENT PLATE SPIE BARD - - NOTES FOR ANCHOR .6 ARCHITECTURE•DESIGN.PLANNING EXTERIOR SIDING EXTERIOR STIR - - WOOD STRCJGB2 _. ��yX 80LT SPACING SQ81e' 1 7/2' 115, WALL WITH BATT SOLID BLOCKING AT r-0• .4' °•A' CONCRETE WA1�FlF1D,gN1ASSACdiU TEFt •SETTS 01SUITE 880 .. EXTERIOR WOOD SHEATHING N6LLATKRJ .24'O.C.. - Q POINDATON WAIL i WITH AIR INFILTRATION BARRIER - .. - > .. . GYPSLM DRYWALL 1/2 WOOD SOFFIT -" '. 1/2 G.W.B. - COMPACT® - WOOD ROOF SI-EATFING Tel:PEII)248-16 67 Fe P81)248-1683 OVER VAPOR .. - . : FOUNDATION WALL DFILLETAIL� - ICE AND WATER SAI3.D.36•w10E� � vvww.oeuBWanerchilscte.com . RAWER RAKE RMRN.DETA L: - ENTRY. E t AIL - - ROQP At ALL RAX�6 . • EAVE DETAIL&GUTTER 2 STAIR DETAIL � - rn.e.arewo-p..m�.emo.lam wre cr.Ner.a Scale: 11a 1'-0' 1 Scale: 1 1/2'=1'0' 3 ASPHALT sHIRJGLESUwloo.vonlnal°.eId vffWdk--ft. Scale: 1 1!2".1-0^. Scale: 1 1/Z'=1'0' 8. u.n:wr... Irt/bamuae.nun.a heeum ASPHALT S-NJGLES WITj.I ICEZA : .. .v���It�.OVA a.�..o,�c�aKu�ler.�o•�„•moa,.,.w,a. VAPOR DRYWALL ovEi2 .v�Nml.e a..mron .StlEi.D,36'UP ROOF AT ALL VAPOR BARRIER WITH BAT STUD WAIL METAL"DRm r�ccE a�.006 m�Arch[Wc..I� h WOOD RAFTER$ :EXTERIOR WOOD EXTERIOR BATT O 2008 O'SWilven Archltacts Ulc. . . WILW TI WITH AIR 314'WOOD SLBFl.00R 3/4'WOW SLJBFLOOR D(4 WOOD TRIM WOOD SEAM.MAINTAIN 2'CL - N NFLTRATION BARRIER SHEEATPIN WOOD S RAILING IWLWAT16N SARRIE SOLID BLOCKING AT 6f!TWEBJ BEAM E ROOF. � SYSTEM� .: EXTERIOR SIDLING INFILTRATION BARRI6iWOOD ROOF SHEATHING - .NEMERR E ORNNIGEXTERIOR SIDING DOD WOOD TRIMCOPPJOIST MANGERS � �lNDER SIDING. � � RIM JOISTE; LEDGER BAFFLE VENT 2'MIL � �. V2 WOOD SOFFIT CLEAR AIR SPAT? . METAL FLASHING ROOF RAFTERS . DECK. EXTER=SIGNING .. P.T.5/4 DECK_ .. BOARDS FLOOR FRAMING WITH .9'�X4'ON�'X e' 1'I.00R FRAMING WITH . 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GYPSUM WALLBOARD OVER P.T.2X10 LEXG3Z ° (D u5 REBAR AT - � BLOCKING.24'O.C. - 1X3 WOOD STRAPPING AND P.T.WOOD POST THRUHBOLTE)INTO RIM - TOP OF..WALL FINISH GRADE ZD p(TFRIOR SIDING .VAPOR BARRIER ". rC DiAkemw WITH SWIPSON 130' .JOIST.WRl-1.WA9-03T5.. - CON➢CRETE FILLED 27v1AX POST CAP B.�®p®M SEALANT _ R�T3R TO GB•ERAL (D e5 REBAR AT EXT9ZIOR WOOD WOW RAFTERS AND BATF INSULATION SONOTL.BE WITH a 'D ..ALT SFW / / .ANCHORTOP OP FOIINAATTON SE.4TFI TI E AIR - _ SIAPSON'ABU`ZAMX D(6-PILL OVER P.T.D(6 \ \ �° - W/LL1 INFILTRATION BARRIER . POST ANCHOR SILL OVER SAL SEALER -.. - CONCRETE - / :°.'. p'CONCRETE METAL FLASHING . . FOUNDATION WALL - / .:• FOUNDATION WALL EXTERIOR SRA WALL . ROOF BEAM DETAIL D CK DETA DECK DETAIL w/BATT INSLII_ 8 FOUNDMATERTABL"E DETAIL 2'�'�L� 6 Scale: 1 1/2"=1'-0" 7 Scale: 1 12"a T-0" Scale: 1 1/2'=i 0° 9 Scale: 1 1/2"=P-0' GYPSUM=N4LL i 12X6 WOOD SILL OVER EXTERIOR WOW EXTERIOR STUD .EXTERIOR SIDING BEYOND L .. OVER VAPOR BARRIER Route 1 14 . IRT'.2X6 SILL ESILL - SHEATHING WITH AIR _ WALL WITH "VAPOR BARRIER..OVA A bEOIXNA FLOOR SLE WLR , �SFAL (FILTRATION BARRIER BATT NRA- COPPER FL OR .. rt n er V2'AIR 8PACE AT SIDES - EXTERIOR SIDING UNDER TRIFIA.SHI P.T.2X6 SILL OVER 6 North Andover, MA AND aD OF WOW SEAM GYPSUM DRYWALL SILL¢erw I OVER VAPOR. - . SARRIIR 3/4•WOOD sLwLOCR- OPTIONAL ASPHALT PREEFI ISCH. . . BOOR FRAMING-REFER EXTERIOR WOOD METAL ROOFING OVER ICE CONCRETE FOUNDATION TO PLANS - SEATI-ANG WITH AIR E WATER SI-EL.D WALL SIMPSON'STRONG-TIE - WOW HEADER INFILTRATION BARRIER �. WOW ILC'LALLY COLUMN CAP BEAM-RENTER TO COPPER FLASHING - IX WOW TRIM0. ROOF bl-EATI-0NG FRAM(PLANS LIMESTONE 31/2 DIA.Sd-TSU-E WOW CASING Pl6A+✓�k.kl PLED6� ON 2X8 FRAMING {. J• - 40 L/LLLY COUJMN 1X4 TRIM ( . . 10'_ _ U rl it 11 1 1 5/ STS PLATE WITH 5/8'ANQdOR BOLTS V CONCRETE SLAB 30•X 30'X 12 FOOTING COMINJOS SEALANT SHIM A9 PACE: MEr(�E�DRI ^p OVER VAPOR BARRIER WITH(3)a5 REBAR E.W. 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INSULATION, North Andover;MA 01845 . .` COMPACTS - '• - • BXTamolp WOW - WOOD BEAM POCKET DETAIL FILL LILLY COLUMN DETAIL //\ AIRRIINFILTTRRATIONBARRIER OV62VAPOR LL OU DATION WALLFILL °NSI COMPACTED 1b COVER D PORCH DETAIL 11 12 Scale: 1 14'=1'-0' Scale: 1"1/2"=r-0• Scale: 1 12•=1'0' WINDOW D AIL ENTRY ETAIL(SIDE) PROVIDE(D CONTNNJOUS n5 REBAR AT TW AND - PROVIDE(D CCNTr4U0US u5 REBAR AT TOP AND 13 .Scale:-1 1/2' 1'-0' _ '•t 1308161: 1 1/2'--1'-0' - T fEXTERIOR�l ALL GYPSUM - BACKFILL TO BOTTOM OF FOUNDATION WALLS ANO BACKFILL TO BOTTOM OF FOUNDATION WALLS AND GARAGE DOOR - OVER VAPOR FINISH GRADE (2)CONTINUOUS#5 REBAR AT ALL FOOTINGS ' FINISH GRADE '(D CONTINUOUS.5 RESAR AT ALL FOOTINGS P_X1E210R EXTERIOR WOOD BARRIER CONCRETE STIR WALL 4•CONCRETE - - 12 - ISHEA=ILTRATITHNG«WITH AA2� 3/4•WOOD FOUNDATION- IDV' .. 4•CONI. FOUNDATION' IDI' GARAGE SLpApS..WOW RAFTERS 6 F EXTERIOR SIDING SUBFLOd2 'SCALE; A8 Noted - ALL 7/ \ - SLAB OVg2WALLI I I �/ PAVE�Bd�ASPHALT - PITCH TO D VYOW ROOF 51-FATTING . I=I I " IBARR 2 FREE MAN INo�—I �\ \ RIM JOIST ISSUED I DRAWN BY DRAIN �_ °•. OVER 6' GRAVEL WTTFI = - - - �TER FABRIC=—I I MM COMP R"�FA�p I I I I—III 4': . AIR SPACE •2 MIN CLEAR 7-20-08 III- - 7 RIGID \ ASPHALT SHINGLES WITH ICE METAL FLASH( DAMP PSZOOPI PROTECTIQSf ° MSJATION III °• �A X 8' REVISED aaI REV • .• - AND CHANTER SHIELD,36'LP REVISED/REVISED BY 3OA� I- .• ° ,... (D*5 REBAR.CONTIIN �. °•- \\ Q //- -- - - ROOF AT ALL EAVES WITH SLOPED TOP AT�BOTTOM,C �=I •. • n` AT BOTTOMATIOFI I %~• • \. / ••. ••�' ° •' 8HURRICANE 1APSON H2CLIP. `3 .2X WOOSU D SILL 80V�� ILL FOUNDATION AND M FOOTING " /. A•i:rAL DRIP AND IN POO I ° •^' .. 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WRAPPEDPAM EW FRAMIN 111-11 ;` T TeR FASRIc=III—I I LSI oaclNG DOUBLE TOP FLATS PLANS FILTER =1I I=_— - - - 1�«,ORE;E CONTINUOUS van EXiE321OR STUD WALL WITH BATT coNCRETe FdorAVG Isll>'T1N — -I I-I I=III=� ' '�nvai I aoNDIREre Fooril�o si��iNI4 —I I=I�I=III=I I�} WJJ,�=I FawA SHEET NUMBER ' (D o5 Rr�A ON UNDIS _ _ _ _ �_ ON UNDISTURBED SOL. ,�'I III—I I WALL EXTERIOR SIDING.EXTERIOR WOW TOP 0f FO —III—III—III—III= - UNDISTURBED MIL 48•BH.OW GRADE -I I 1 I�I I I I I 1 11-11 I IISTIRB® - $EATHIM E AIR MIF ATI CN GYPSI�DRYWALL OVER VAPOR FO WALLTION WK 4V A :111=11J=111=111-1= = -II 1 t l-' SOIL. SOIL SARRIE? / 'n BASEMENT FOOTING DETAIL CONCRETE FOOTING DETAIL. FOUNDATION/GARAGE DETAIL EAVEBAY WINDOW DETAIL 20 FOUND.MlATERTABLE DETA " Scale: 1 1/2°a 1'-0" 1 Scelei 1 1/2'=1'-0" 18 Scale:.i 1/T=1'-0• 19 Scale: 1 12'=1'-0" Scale: 1 1/7"=1'-0" kh�BR wIIII TtPt W or TYPt3 ALL J'A^e-wc. +ber6 r SGRtWS IN 0'-t%%PANcF A7 PANtL. ¢D•ILS A♦A . 11,1125• Mukltimut LW(Tal ASTnI C loo t 13 040" ALc PHAn.,Nt . - IPS Po0. +'-o"�-� - C lL"O.C. Awo Sw*t.. ALA'ytRS' Nor AT PA-VEL . Z(10 ROOF RANTERS pli Ithe C10.NNU wt Pwit-rMTE Rime-INc. EOstS• CvArvtR $Two$ . . - •Ib'O.C. TII♦!IOK - - -A Aoii pp S�8 n Tw pt ATMGR CP T06ET"ER WITH 16A A)AILS e i4 1•) qe. oR As .oto .•+M oL'J ON PAA WING S - Swyw,17.54 ukILFITAwC c6IP won S BEAM SEE SECOND BN9 00 "ca 0.AOTtR "PICA L. X( X FLOOR 3)FRAMING (D IV 1(E$LVL . - - PLAN FOR SIZE - BY;LVL -O i S U L L I V A 1 V 1 I ( Taw LVL (�i; 6i LVL 1>Y' FT ----�--- � ARCHITECTS,TECTS; Ir OR INC.----------------- --------- I IeB-II 'B-Ix AROHIIE 2XId6.17 O.C. OT�JRE.DESIGN.PLANNING �,----� 1 I I I I I 201 EDl3EWATER DRIVE,SUITE 216 1 I I I 1 I i i J Ij I I II jI BEAM SiSI'�OhDII 11 eAKEFI,LDMASSACHUSETTS5 RS � L;_ Fe , 8183FLOOR CLING ER ALL www.oau11Venarohltecta.cdmAMING PLAN FOR FRAM UNG PLAN FOR (3)IFLUSH NGI BEAM SIZE SIZE ( Ft(S+7 TOP �••..�'-"rm.•ne.pmm�muwro L Th" ————.1 FDR ue•b nl0n keetlon kGle•IW.Flb!kntl•n d . ♦ I ---- -- 1 1 .' $ltllV;XAY;LVL MEOR -wl�.bmm�•arom•a.mmwkmu,.. 1 J I I 4 OPINQ $ '@ �11`k WR f• aN •Klse wiwwna• 4� R a '' '02006" lon M rvehueo(",no. .CONT.RIDGE VENT J F,RJJG WAI1 1 BRING WALL Q. SB,3 •]jt I O !17. e G . BELOW BELOW - " i HIM 61,8/97 elle/oy I IIt( 103 141 cavr.BEAM s(s= +oR 8 3-1.7509.1%Lu 110 ISECOND It*wcjTi0 Pow 48004L. QJ. I I A t CLNG FRA MNG GC.TO ADJUST " I T . /• I HIRING WALL I PLAN FOR SIZE FRAMING AS , ALL BECCND BOOR fiRAM1N0 Opeom CR �/ �� I - BELOW TOILET %ISEEDW FOR 1% - 8 B TO BE 2)0MI O WOOD FRAMING . I . LVL •16.O.C.UKtfw OTHERWISE IVS i NOTES i 1 I B I I I I W 12-40(peffm!STEEL BNA 1 F DROPPED FOR S - N uti sivL eut- { II I -- i I 4 FUUGa'�PAA�VY/ ­an- r--'I I ----� i Satli SSW15-B • FLOE ISTS Id -�---- - - L-----' L-J I D(Ide I SHEAR. VVAtL- 60.9 z O Salem Village. (r----------J Bs-s ICE AND WATER 6F6D •� E4GF1 L=J.+D D F� •19';X 9Y•LVL ^ EKngcm 36'LP SOVITs - GAPlA&L OVE 11V& CB I�.j X At;LVL �,K~ bML FLI,SH I9RA�W! / \ ALL ROOF FRAMING TO BE I I (D 11Y;% LVL 2.:,14, FLOOR JOISTS OOF PLAN AND ALONG VALLEYS 2)00 WOOD PRAMING SEE WTA IL.I- DROPPED 5 §oala:l/S-,w' DORMERS •I6 oaUNLESS oTl$iWlse j j sae NorE is ATTACHED SECOND FLOOR FRAMING PLAN W/SHED DORMER FLUSH PRAIVIED NOTED DATEp I/elo8 FpANIINO LUMet:0. 4PF tL 2 91•. 974 fit 8-1-3 _ scale:,A,•-1w . - ALL CoroNtaTlo•h OF ROOF S8tAT1W& To BA FR4w.14% IZ-1SAs ra ATTACNEp 'N FRAMW6 - 9[ P9R TA66e WIT" &01 NA 11.5 Q 54ot•1(I) of TlaeROOF FRA N PAI Epees a b"oc, ALL E)cTtaloR sla.psoN 741; to maw of 11+e 4 - : ,-,1o. A«D 1t"qe, FOR ALL CONNECroRS To #6 Route 7 14 f-411ISACHUSSTM )svlLolAle Coot poll. ONE 1TWO FA�MIN6 E►IEn,eERB . FAMI64 PwtLL1NAS - NoT AT PANEL tiD6e! 444 PT Pesr - CoOM�CToik TooTicTED WITH `OO&O'NATE tgpd OF North Andover MA Ll ALFLOOT oR As SMvu+N oIv - A A44 BAse t W%114 2.A wS LPA M" Ilii pRorecTloN (a ALL FLOOR JOISTS,RAPTEtB,8 CEILUJG JOISTS.16 O.C. TN E P M V-I Nly s C o , UNLESS OTHERWISE NOTED. 4-'PT•PJ112 - AtiD AC!-4 MASTER LepFtR L OK. (ZtouIRED WIT•{ TYIRE �P !lAT,F!ltCs OF P R E S SURA 7REAT'EO 2)PROVIDE SOLID BLOCK8.0 TO FOUNDATION AT ALL - SI/0'I J.37O" e L Vw19ER S V►QL 16 O BEARirIG POSTS.DOL6LE ALL JOISTS BE3.OW PARTITIONS SPtG10(!D Fae+wla� PAR AM WITH JOISTS. F1AILOWAD•e (W"� NCWtl AT plw.Il,1(lo0r. P.T.- Dads 12neL. Co(L 9A'TIRIOR FRAI+IIN& . 3)PROVIDE IXS MID-SPAN BMGI140 AT ALL SPAM OVER AlOviRt 11J P 11i 0P*av a•1.75+9•Y$' - •16.00- 1i OR AS RECOMA9CED BY ENGNEE32M LLAI3ER ORDee., illi 10 1%X 9Y;LVL .} . MANJFACTURER, - SVCFIt.IQhT I.tAD DROPPED 2-Le4 Dads.IT O.C. (2)I'�';X 9Y;LVL U 1'1! ` 11 11=" 4a PROVOS DOUBLEJOISTS AT ALL SIDES ALL T•`^^E POR VQ1.1 VGRy. ,•I -= DROPPED Framing PI anS OPENINGS UNLESS OTHERWISE NOTED. No Sue STITUT ONy - _ GLItDe,R•,4T pp,M„ILy - . u1w St AwowsO �---RS•1 - I� � � I{lOOA 6�1py . 5)PROVIDE Z-2)a0 4EADE2S AT ALL WINDOWS AND DOORS- W IA)our At'p R-ovw t, 3-1.95 x IIT n . UNLESS OnEaWISE NOTED FROIh 4NII Ie►eP, I II II I /e els ISR W/Shed iDormer 66)ALL 5FR�0.N ? I�;%Ib'LVL ER LUMEIER MM FIBS7R M E-12 MILLION � FUDR RWgIDtI,e/1�07OAIL1.9 FAMED OPNH I III BOTTOM . Ta ♦•1.750 IIT/I4 - -- - LULS a0(SE &4Dt 100 • ea ANY sleBrinmom of OTHER BRAND BEAMS Muse BE - CONI' _ KEY-LI1"1 1@, Inc-_ - - C4ECIa=D AND VERIFIED BY SUPPLIER _ 4•i"4 ... R R B 2 D( °LVL 1538 Turnpike St Nath Andover,MA 01845 9)MANUFACTURERS SPC-CIFICATIONS REGARDING - E3RNG WALL 3�"O G.C.TO ADJUST t INSTALWOODLATION T Be FOLLOWED FOR ALL HNGIN�l7 DUCw BELOW FRAMING AS 1 0 R 10.)ANY IN CONTACT WITH CONCRETE MUST BE NEEDED FOR I - Q TOILET OPENINGS . PRESSUREE TREATED ATE31 IL)AM'I POSTS SHOWN ON BUILDING PLANS OR FRAMING I RRV NIo.0 91161e CONT., PLANS UNDER HAMS 84ALL BE CONTINUOUSLY SLPPORTED a-1.750l.tS 0 CATtc Qosr 7 DROP 3-0sipff"A TO FOUNDATION WALLS OR COLUMNS IN BASEMENT. 3-!•75.11/g 4DR IZ)BUILDING DESIGN LOADS ARE AS FOLLOWS - SCALE: A3 Noted ROOF•80 PS' QrR01,ND S ND W 411.FIRST FLOOR FRAMING Zv FLOOR CELING-90 PSP BRIG WALL - Z " 9e-3 ALL I-D(10 WOOD FRAMING 2ND FL -�O PSP BE LOW •16'O.C.(MESS OTHERWISE ISSUED/DRAWN Sl' 18T FLOOR•�O PSF BEARING WALL-10%M WALL ALL sECONO FLOOR Cl1WG -- --- '� - Sts 9 ETAtL 2 NOTED 0� 7-20-08 o. Mekn WIND 100.Me 3 ttewe 6u ITT FRAMING TO BE Dao WOOD R wrao Ilelos FRAMRNG•16'O.C.U1'a.E68 I ------ FoR t'ouM,DATIDN REVISED?REVISED BY _ onwrs> NOTt� -------_ TJ I Moa(F(canoNs I�oA 7M EomDa aNe --- L.--_------J CONT. 3 13i x 16'LVL HIS DRAWING UNG I of FIRST FLOOR FRAMING PLAN AMED THIS EaRAwING Is A GRAB Ilc RIs> aNrAnoN of THE SECOND FLOOR CLNG FRAMING_ PLAN W/091�D DORMER _ FRAMING FOR THIS STRUCTURE,CONTRACTOR SMALL NOT - - I r3 '. U S L TAIS S P LIQ N W 1714 SCALE TFa6 DRAWING FOR II-E LOCATION OF FRAMING _: 5 M EET A-1 R Evtge G MOV08 S.REFER TO THE PLANS,ELEVATIONS,AND - SECTIONS FOR DIMENISIONS AMD HEIGHTS. E r 6�O$ JOB NO: 04022 F0.At-wj& PLAN FLtv"st0 To nlsaT Tae aeovlal:w eNTs SHEET NUMBER OP 111E 7TH ISOMON OF . PO 7n453 INE -coot PA � OP• 1 t L FAMI FAMILY OWRLLIAK6 SEE. GCME4AL. NDTLS GATED 1-7-0$ • ­ VIE _-dA0 .► . 1 14 North Andover MA O ' S U L I,I V A N ARCHITECTS - - ARCH=crum DESIGN PLANNING ®® - ti. aaoo aaoo �0 aooa aoao 0 0 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 DRQ 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)246-1667Voice (978) 683-3163 Voice (781) 246-2800 A3 ELEVATiONS Fax (781) 246-1683 Fax.(978) 685=1099 Fax (781) 246-7596 A4 SECTIONS A5 DETAILS 1\4 t-YN11 E A6 FRAMING PLANS A7 FRAMING PLANS W/ SHED DORMER CONSTRUCTION SET 7-20-06 DOOR SCHEDULE . NUMBER TYPE MATL I WIDTH I-FJG14T I THICK REMARKS DI ENTRY R—D IL 3-0' 6-8' 13/4 W/IT SIDELIGHT - 02 SINGLE IN— 3'-O' 6'-8' 1314 20 MIN,RATED W/SELF-CLOSING HINGES D3 SINGLE 2'-10' 6'-8' 13/8' 41 1 D4 SINGLE. 2'-6 6'-8' 13/8 - D5 SINGLE L. 3'-0' 6'-8' 13/4 - D6 SLIDER 6'-O' 6'-8' 13/4' 07 DBL BI-FOLD (2)3-0' S-8' 13/8' O8 SINGLE L W-V 6'-8' 13/4 L 9'-0' T-O' 2' METAL OVERHEAD DDDR W/IT-6' 6'-8' 13/8 DII SINGLE WOOD 7-8' 6'-8' 13/6 • O ' S ULLIVAN ARCHITECTS, INC, GENERAL.NOTES 50'-O' ARCHITECTURE.DESIGN.PLANNING I. FOUNDATIONS, ' A) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM T-3' 13'-6' 1'-11' 5'-4', V-O* S'-O' '2'-0' 6''O' 2-O' T-0• 201 EDGEWATER DRIVE,SUITE 216 BEARING CAPACITY OF 3,000 PSP(POUNDS PER SQUARE FOOTL " WAKEFIELD.MASSACHUSETTS 01 BBD 8) THE BOTTOM ELEVATION OF EXTERIOR FOOTINGS SHALL BE A MINIMUM " OF 4'-0'BELOW OUTSIDE GRADE I LOWER FOOTINGS AS REQUIRED TO REACH TeL•(761)246.1807 Hex:(761)248.1083 ONCRETE www.oaull Ivan arohiteab.00m � ,� � I GOOD BEARING. 12'DIA C I FILLED SONOTUSES i,�draw.l b im"I��ied.c-u�plm0 C) MING THOROUGHLY COMPACT TAE BOTTOM OF EXCAVATIONS PRIOR TO - - I TO UNDISTURBED u•o lee m.t•d ma,e m•nhaed Ivreaon. FORMING FOOTINGS - " . - I SO PT,COLUMNS I ---- Qeu•e W ,algin by giro m.a 'to wrwia D)ALL FOUNDATION WALLS SHALLL BE BACKFILLED EVENLY ON BOTH SIDES I F A.ner+.le i, nW.d wI.-the wdaen I. oean�a m gaVwen Aran.eex tno. 0 2006 O'SuM—1 Arohlte to Ino. TO PREVENT UNBALANCED LOADINGS. I I I E) ALL BACKFILL USED INSIDE THE BUILDING SHALL BE WELL GRADED GRAVEL WHICH SHALL Be THOROUGHLY COMPACTED IN T LAYERS.ON-SITE MATERIAL I I I I I MAY BE USED IF ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. I I I I I I 'v 0 F) ALL CONCRETE SHALL BE PLACED IN DRY EXCAVATIONS PUMP.AWAY I ~ GROUND WATER AS REQUIRED. A --- . A4 G) FOR CONSTRUCTION DURING WINTER,FOOTINGS FIND FLOOR SLABS WILL -I---I�='L-------- I I r- - I L- ------- REQUIRE PROTECTION PROM FREEZING TEMPERATURES AT THE BEARING - SURFACES UNTIL THE BUILDING IS ENCLOSED AND HEATED. I -- 1 T --------- -- ---------------Ivr ---- ----------- �� I 2. CONCRETE I I BE M I I O N ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENCTH OF 10'CONCRETE FND. f PO KETS I I T 3.000 PSI AT 28 DAYS A t R EN TRA IN 6 D �---- REV 1/8'v7 t, I I WALL W/20'X10' "3i4 ALL`t"Co LvMv [/ k GARA6-E Ft-00R.5 3606P51 A-IR 6NTR.AIAJE _ h I I COM.CONCRETE o(v 2'=6 R2'-bx (2" 4'CmNC.5lae I I B) MAXIMUM ALLOWABLE SLUMP OF CONCRETE SHALL NOT EXCEED 4'. TI I FTG.RYP.ICAU (3000 PSI MIN)W/6 01d Salem Village I { FOUrING PPR MIL POLYETHYLENE C) ALL CONCRETE WORK SHALL COMPLY WITH A.C.L SPECIFICATIONS I UN MT E •/tLTERNRTE VAPOR BARRIER W/ 1 W ITN FAM,L 7 Ro o M 6X6X 10/10 W.WM I REIN=.OVER W MIN. I I 3. REINFORCING STEEL I COMP,GRAVE. A> ALL REINGFORCING STEEL SHALL BE ASTM A615-GRADE 60 AND SHALL BE I - Q I DETAILED,FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST I in I A.C.I.SPECIFICATIONS. 'ANDERSEN 2817 BASEMEN 10'C NCRETE FND. SASH WITH AREAWAY AS WALL /20'X10' B) WELDED WIRE FABRIC(W.WF)SHALL BE ASTM A-185.LAP ALL SPLICES 17 I I REOD RYPJ 2X4 WOOD 3-O+13Lo CON.CONCRETE I I MINIMUM.SECURELY FASTEN IN IN PLACE TO PREVENT MOVEMENT DURING WALL•16'D.C. T.O.SLAB X (7- FTG. ICAO I I CONCRETE PLACEMENT. I 1 - FooT*t.?G I I D I 10'-9' 7 -9' V-0' - 14'-O' C) ALL HORIZONTAL RODS ARE CONTINUOUS,THE LENGTH OF ALL LAP - N I - BEAM I I SPLICES SHALL BE AS REQUIRED F012*CLASS B'TENSION SPLICES PER THEBEAM '^ LATEST A.C.I.CODE REQUIREMENTS UNLESS OTHERWISE NOTED ON THE d�' in I 1 POCKET r--1 r--1 r---1 _--1 r- -1 POCKET I " ' STRUCTURAL DRAWINGS.PROVIDE CORNER RODS AS DETAILED ON THE a� - 1 I I I .I I 1 1 RO 1 tt—_ 114 1 /� CONTRACT DRAWINGS. A I 1 _____—_ D AL ___—} __ -I 1 _—_ I I i la"l -r D) PROVIDE A CLEAR COVER FROM REINFORCING STEEL TO ADJACENT I I T.O.FOUND. L- -J L J LINE OF J L-- L- J 1 { CONCRETE SURFACES AS FOLLOWS, 00'-O� 142 ABOVE Q II I I ) I I 4 4 Lglly BEAM North Andover,"MA . BOTTOM OF FOOTING 3' { L ------------ -- r--1 COLVMN POCKET I I PIERS AND WALLS II/2'(D(CEPT T AT gib AND LARGER BARS) I _____ __ THESE DIMENSIONS SHALL TI CONSIDERED ACTUAL AND ARE NOT TO BE - ADAISTEDINERINcRDIRECTION. r--_--�-------- --------- � BEAM LINE OF - I 1 T.O.FOUND, T.O.SLAB I 1 per. BEAM T.O.FOUND. I 1 E) ALL REINFORCING RODS AND W.W.F.SHALL BE SECURED IN PROPOER I WALL EL IGW I I ABOVE WP1M.rL I - POSITION ON CHAIRS OR BOLSTERS AS MA74lFACT(AZED BY RICI-MOND SCREW Q d I 99-8 EL.99-8' I I. 31i"DIA.1 1.LALLY 100'-0' ANCHOR CO.OR APPORVM EOUAL 'z I I I I CU UMN WITH TOP$PR)UGFIELP 4L4TE } 11 11 I —DRNDOP WALL 17 { I AEIOTTOM PLATE I U I L. IC in 1 I I BELOW T.O.SLAB 1 I ON 30'X 30'X IT HIGH W •MAN I I `P CONCRETE FOOTING A IZ I I 1 I DOOR I i TO FOUND = TYP.(SEEDETAN F4o(� Foundation Plan 1 I I WALL EL I I f - I I / IL1-be I I I 4'CONC.SLAB O I I -{- BEAM I 1 I (3000 PSI MIN)W/6 O F H { SCAM r--1 , POCKET I I I MIL.POLYETHYLENE VAPOR BARRIER W/ I 6X6X 10/10 W.WM LL I I LINE OF-T- V F- I I REX10/10W.W.M I I BEAM i i Key-LirrTe, InC. 1 I COMP.GRAVEL ABOVE 1 1636 Turnpike St v 1 I •' I I T.O.FOLRID. v - - 4 LALLy 1 i North Andover,MA 01845 h 00'-II'rL a T.O.FOUND. COLu..e7 I I 145'tbp oa 1n,VtLL. SI-aF a. 1 I 1 100•-0• 1 I atnl N8 Oau1L5 I - ----- - - ---- -- --, FOOTING NOTES I 1 AT ENDS _jIs. I { { { I. ANY WOOD IN CONTACT W/CONC.MUST BE P.T. 3 I 1 lie I r- ------- - ------- I 14 I I I I O2OF WALL Ir I I I Z PROVIDE T-l0'CONCRETE FOUR.(SEE SECTIONS) L I I LOW OPi a GARAGE (L` OW, I O I 16'-6.BEL - -- ------ 3. TOP OF MAIN FOLNDATIoN WALL ASSUMED TO BE 100'-0' N I I DOOR E-99-4' I ----------- _ - ------ -� i o " 11 -------== - - ----- II � --------- .SCALE As Noted 4. FCTWG ELEVATIONS REPRESENT A MIN ALLOWABLE ,I - �o T.O.FOLND. " DEPTH.ALL FOOTINGS MUST BE PLACED ON UNDISTURBED � I 1 8'CONCRETE RHD• WALL EL b 1 I 10 CONCRETE HND. A WALL W/16'X8' T { WALL W/20'X10' 0 SOIL OR COMPACTED FILL BUT IN NO CASE LESS THAN yh, t�J 19 DRIVE OUT I I I I CONT:CONCRETE NARES in I CANT,CONCRETE v ISSUED/DRAWN BY THE".FROST UNE DEPTH(NEO'MIM(CONTRACTOR TO Y V EL 87-0' Z'4•LS OSEP FTG. 4 4 FTG.(TYPICAL) VESRIFY SOIL CONDITIONS UNDER ALL FOOTINGS) in F•OOn Nt I -- ------- ----- - � { 7-20-06 I ,�.-ArtM.celn Moa SF8F3------------- =-------- T.O. O' 19'-4'M.O. _T RICK COURSES REVISED/REVISE[)BY BELOW GRADE I O 7M E0""oN Re Vo 20'-4' I7-10' II'-10' CooiLowkTE wm4 i FOUNDATION PNIT E DETAIL- 1 Fo R Saele:1/4•a V-0• Lq nT E'S.F. 5-25-06 /�/� . '61fw pOAI s5WlSv$ FIRST FLOOR 1596 S.F. JOB NO: 0`^1'022 i 9 WrgR wA LL / . - SECOND FLOOR 895 SF. ZY 5 pEfLTct.E �- TOTAL- 2 OTAL- za9l sF. SHEET NUMBER 2 1•4 SSWAB•IKZ4 MS - GARAGE 477 SF. pol.Tb (JIT14 AlS S W MSRI�'LKT E)tTEN!)o(IS - - OPT.SECOND BOOR 1053 Sr. . USE THIS PLAN uITM Sµcar R•7 R Eu1Su , M -- --- DOOR .SCHEDULE3•-aCO. N.AAB6! TYPE MATL mon+ 1-EIGI-rF TwcK.•.. REMARKS - F- "--------- -- --------rr.--------------------- --� `-- D2 SINGLE WL/INS-L. 3'-O- 6'-B• 13/4 4 dll1._4. 2._6. .I "5.�__ 4-2. DI ENTRY MTLJINSLA- 3r-O' 6-5' 13/4 W1 1z SIDE LIGHT n -1 20 MIN RATED W/SELF-CLOSING HINGES I I I 03 SINGLE WOOD 7-10' 6-87 13/6. - e . D4 SINGLE WOOD 7-6 6'-8' 1315 I II LI I D5 SINGLE MTIJINSUL. 3--0' 6'-8• 13/4 06. SLIDER WDJGLASS f-O' 6'-6 1 3/4' 07 DBL BI-FOLD WOOD " (D 3'-0•. 6'-8• 1 3/8' I I I - F I I D8 SINIGLE MTL/1NSLL 3'-0• 6'-8• 1 3/4 O .. .. D9 GARAGE MTLIMSLL. 9'-O' T-0' 2' M9TAL OVA-EAD DOOR W/f-O'7RPf60M- "_"'� f DIO SINGLE WOOD I'E' 6•-8': 1 3/8 BEDROOM A OPEN TO DII SINGLE . WOOD X-87 6'b11318. -. - 4' O'S U L.L 1 V A N BELGw7 ARCHITECTS, INC. 14'-4'X 13'4' I h I ( , Ir-w T 5' ______ ________ 'P .. huw' �� ~ ARCHITECTURE-DESIGN.PLANNING __-_----__-- - MECW 201 EDGEWATER DRIVE,SUITE 216 OWAKEFIELD.MASSACYiUS-1601880Tek(781)24&1887Fez(781)249-1883 WWW.OsuIIIv&nsmhlteCt9.O m +r R I SALT. PARTIAL FIRST FLOOR PLAN - UNi D � ;.,vwne.n °e�a DN Re,meanPmduNa,MM'ineUnQ Twlde . .. b 16R _ _SITT NG .. -t 9?ete: 1/4•-r-O' p.� NNpgmmee xebue n*wmmroc.ua. 1 7•-a 3'-T 13'-8' 4._9. 1 �• 8'-II' 14'-0' .. - - - 3`-0' 8' 501-0' - 0 2008 05u1Nen AArch tI ecle Im . II'4' 12'-8' 2'O. 3=0' �3'-O' 7-0' Z-0' 13•-T X 19'-4' to d' _ - .. T-0 T-O .T-0' . WOOD - RAILING e.. all. 36•APF. ALT. SECOND FLOOR.PLAN- UNITE UNITE S. 5-25-06" WOOD RA 1NKK; -0' - FIRST FLOOR 1596 SP. !36•ABO . DECK .. 2a•o -. SECOND FLOOR, 895 SP. DECK TOTAL- 2491 SF: - sae a'q" A GARAGE 4715P. - _ RADE B1�� Old Salem Village ¢ 5 0 ., SIM A B OPT.SECOND FLOOR 1053 S.F.SF. OWN TO _ q4 . ------ - na .. r------_- --- ----ter--___- ---_._----------n FLA CLNG.9'-O' . N --- 1 �---- N I .PREFAB T-0' 3 T Fol .. DIRECT VB�ff Dy, KITCHEN/ GAS. BURNING BRKFST. .. FIREPLACE EAVES 3 4' lW-e•x 14•-6 . B D .O m ISLANDII WALL IlcLA'pFQos LIVING I. B D 00 Route -I 14 / I I .ggOW I 1 16'-8'X 19'-0' I 1 -0•X 15'-0• .North Andover MA L OPEN TO _ _ - - IP •TRAY CLQ. BBOWZ I COUNTER Y 1(n S_OTEI 1 OPE 7. 2 5'____ _ h I "6'-9' 4'-10' _4. 5._5- 4`-II'" 5'-7' 7-0' 4'-2' I ---_-- _-____,.. --___ - -___ -__----- IRS .. LINE OF� 4 MEC7-I .. 8'-0.2ND �1614 R.00RPACCESS:'ANELS iCHASE. 1 CLNK7 wI ��. -_ SE. WOOD AILNG L_J it . .I O DN : � -- u3 O H IL S LINEEOF Yj111•_4- Z-6. L11 I 4.D b First & Second. 16R III I _ _ CIM I O. O 16R.`ABOVE . °� ---,__ - - Floor Plane 13•-8• 4!-9' 8•-11'. ,,t < . m WOOD tP dI I.TS TING tQn d'Gi' HALF WALL Q Q I M ( O LOFT RAILING.a in 3R 36'A.F.F. e O BATH- 36'A.F.F. V AREA CAP OOD t 13'-2X 19'-4' - i3'-O'X ITE• - . OI1 __ °9 Key-Lime, Inc. °� til I � 1 I 1538 Turnpike St f - BEDROOM I I. North Andover,MA 01845 #2 20-10' II•-4• A)I 5'E' T-6• -4 8-6 m BAT 19.70•x TT-6 2 CAR I I h F 2zx3o D4 _ LINE OF GARAGE DINING � � 03 L,�-" I 1L�L� I f _ 7 BEAM 20'-0'x 27-4•-. O I I O ACCEBS _ —� . I S'O TtB/ pAT,gS I. N ABOVE .L____---J IO'-8'X 14'-10' - 22'X30' .-. a•-O. - I I -I WLC I. "NOTE, , - '.ACCESS. '. CLNG _— L_J - aT, TWE CEILING OF THE GARAGE E m - I' THE WALLS BETWEEN TFE 1.1ALF WALL < O SCALE A3 Noted 7777— A.F.F. PANELS VE R E ('7777-- 7777-0 . I - _ tl .. THE €{WJELUNG RC-CUI{�A qqq,,, I - I I SINGLE LAYER OF 5/8'TYPE YX'I -----------I W/ OD F 4 1 I ISSUED/DRAWN BY I GYP.BD.,PROTECT STEEL BEAMS 1 CAP.- . I L- -----_ J I WITH 5/8'TYPE X•GYP.BD. I 1 I 7-20-06 5.-0..�� w STUD Ir-6-x 9•-6•. 1 � e oeur. 1 REVISED/REVISED BY 7777-- =---7777-- � � � � � I� I'.I� � I I 1 I 1 aC T i= Y�cck P 1 - I PANELSACCESS I I - I I i 'St �LIN.9=STONE - 1 - —ter.7777- 77_77 O i. I 1 PORCH .. --------777 7--------- 7J 1 PORCH 0 tp L------.- ---- --- ----- JOB NO: 0 � 4022 SHEET NUMBER RYE' 3'-10'_ "3'-10' 19'-10' - 5'-T 9'-10' - 5•-7... 5'-6- - .9'-O' T-O' 6•-3-. 6'-3' ^ . 21•_0• 16•-6 � ' �2 �SECOND FLOOR PLAN - UNITE 5a-o FIRST FLOOR PLAN- [TIT E �y 9°ele: 1/4'-11•9• i dint►.-__ ' - �in■irul■� �ii■uwmi■1� ,eiumm�l■nuua�. _ ,neI l■erul■nnl■m�,- -.,SII ILII�I�IIIII�IIII��Iillliiiiil►--_ � - RE .�■mit. _ _ _'__ ■■,■I■■,■ - _ ..�unnuen•. - iii�i'ie ■■■ ■■■ .nq -- ,ileo►. '- ■W,'� ,' .irsiiiil�rllii i'Lil�i irli �'il►. .nln►,mmnu __._._I■■nennrnl■ .ul■mrmiIN]■uinimn■iun■n1■umn■e�,� - CPA wo _. ■ ■ ■ ■ SIS i■i, I I �!s �� INNNOTE FM `�i �� I�he'�i■i 1!_ �. ■ - ��rJ lig■ = y Jw WINDOW DESIGNATION BY =SEN 200 SERIES WINDOWDESIGNATIONSY ANDERSEN 200 SERIES OTI-15WWISE NOTED. Route 1 14 • ■• • 0North Andover, �iiiil►. r-1 it 111=11 .�i■umuml►. _ • ,�mmmn■meom, eiel■mmnnl■nm■■►,. .mnmm�nnnel■mel■mei. , Elevations .,mlmmmlrnummnm■�uel►. 1538 Tumpke St ■rmin:■■■ . e CI■ ■i■j■ ■■t■ v ■i>'■ ■■■ ■■■ _• ••r —. ..a....�-.r- -.- ei.. ..;-tea _ N0,11 Andalel,IMA 01845 MCI } Egg Ing loll 11 �IR�II M � II��PI',��5 �R!■i ���■! ��!■ � ■t■ il■■ F . .. a ���r� i���e>•oil�1 - WINDOW i DESIGNATIONEANDERSEN lY SERIES 12 12 12 10 .710 10 NOTE - lof . DORMER AT ALTERATE .ELEVATION ONLY 12 ATTIC 2X4 KNEEWPL. 6 - �_ ABOVE•16'O.C." ne BEAM ATTIC t , FRAMI PLAN 0 suLLIVAN I , BEAM SEE BEAM SEE ARCHITECTS, INC. dI_NG.JSTS.W . FRAMING CLNG.JSTS .. - FRAMING MtJ_ TT:. FRAMING PLAN '. W/R-30 BATT. i - - PLAN "MSUL. PLAN - \\., _ ARCHITECTURE-DESIGN-PLANNING 1a". 201 EDGEWATER DRIVE,SUITE 215 . BEDROOM - BEDROOM �� \ - WAKEFIELD,MASSACHUSETTS 01880 .. LOF .. .� Tee(781)248-1567 Fes(781)246-1883 T ROOF (70OR JOISTS. TZQ _ R-30 RAFTERS STT/. =FRAMING PLANS \ 15 Ww y.oaullNanarchltects.00m ( - ( INSL I ATION .. . T ' PPLLAANSFQAMING .. � roTMr Me•�� �� n.°"`°a w�a�n . . . name«rep,oauenai ny• ne .wwnew (, (' FLOOR JOISTS.SEE 4STUD "FLOOR JOISTS SOLW :{� J - BLOCKING I I hoert.repmt,Idmd.nuw a,.wmmn FRAMING PLANS W/R-19 BATT BLOCKING - pemra.Ion or oswwn ricnlceeo,Ina. SOLIDJ WALL•16'O.O -- I J: W/R-13 BATT. INSI.I.SEE •WALL 2X4 EXTERIOR 2X4 EXTERIOR ._ e WAIJ. — O 2000 05uINen ArchiteUs Inc. 1NGUL FRAMING PLANSSTUD WALL.. STUD WALL e - ~S 4 KITCHEN CL 16 00 16 O.C.W/R-13 LIVING � IC BATT.INSLL. .: A TT" CEILING OF F�rN 4 ROOM nI] 00 3 Q 2 CAR 3 3 9 GARAGE E DWELLING REQUIRES A GARAGE9Q - - .. ,. — SINGLE LAYER OF 5/8'TYPE x f` A 1egA . GYP.BD.PROTECT STEEL BEAMS _ ( WITH 5/8'TYPE X GYP.BD. ( .. 11 11 1, I. .. _ .1 1 J - FLOOR JOISTS ._ FLOOR JOISTS . W/R-19 BATT - - 1 J W/R-19 BATT . . Iggqj -_---INSI.L.SEE - - INSIL SEE - - - .D. FRAMING PLANS 18 FRAMING PLANS _ UNFIN. UNFIN. Old Salem Village 16 � � � - � � � . BASEMENT BASEMENT 1 I_ ,. , PSI MIR)W1 6 W MIL POL.YETNY1JENE VSLA13 COOAPOR BARRIER - W!6X6X 10t W.WM.REINP.OVER 6' - -" 4'CONC,SLAB(3000 PSI MIN)W/6 MIN COMP.GRAVEL6 - MIL POLYETHYLENE VAPOR BARRIER-SECTIONUNIT E ,� - RRW/6X6X 10/10 W.WM.REINF.OVER 6• - . A Scale:1/8•-110• : (—_�� MIN.COMP.GRAVEL 1 �a�ECTION- UNIT E Route 1 14 r12 12 North Andover, MA IOF 6 ATTIC ( PLAN LL " I Upp�'1I � .. ROOFBEAM- SEE GING. IX- JSTS.W/ .:3EAM SEE .. S V C}t l I O nJ- . RAFTERS` FRAMING - R-30 BATT. ' FRAMING . _ R-30 BAP PLAIN INSUL PLAN . . INSULATION: PSEE LANS FRAM NG SIM .CLING.JST - W/12-30 BATT. SITTING W.I. - 1NSILL AREA FLOOR JOISTS. 1B SIM SEE FRAMMG PLANS. - --__ I i Key-Lime, Inc2X6 SOFF . I. _IT - 1538 Tumplike North AndowIS rMA 01845 FRAMING . ( J BEAM SEE 16'O.C. 2X4 EXTERIOR - -- 'FRAMING - STUD WALL o PLAN.16'CC.W/12-13 05 MASTER MASTER' _ LAV STUDY BATT.WSUL- z P BEDROOM BATH SCALE: As Noted ISSUED/DRAWN BY 7-20-05 FLOOR JOISTS _ W/R-19 BATT . . .- - 7C{{ INSII SEE d FRAMING PLANS REVISED REVISED BY UNFIN. COLUMN WITH Toa BASEMENT AND BOTTOM PLATE - - ON 30'X 30'X 17 CONCRETE FOOTING G - m TYP.(SEE DETAIL) - (^ 1 • .I .. . . 4'CONC.SLAB(9000 PSI MIN)W/6 JOB NO: 04022 .__. MIL POLYETHYLENE VAPOR BARRIER `SECTION -UNITE _ _ _ .. W/WX 10/10 W.WM.REINF.OVER 6' �� L - SHEET NUMBER MIN COMP.GRAVE_ v scale:,/B•-1•-0' A4 WOOD RAPTcRS - ?.WOOD ROOF SHEATHING - t;cT BRICIQ 510ING —__ WOOD ENTRIDOORMENISR .. BAFFLE VENT.2 RIDGE VENT NTH MIN.CLEAR : AE OR P.T.2X6 SILL OVER CUT SHEATHING BACK MIN.I' SHINGLE COVER AIR SPACE - STAIN HANDRAIL DING.NIG SILL SEALER FROM EACH SIDE OF RIDGE EXTERIOR WOOD SHEATHING 11NDE2 SIDING. .. ASPHALT SHINGLES WITH ICE WITH AIR 8•FILTRATION BARRIER B-72O E OVER.LEDGER ". :3/4'WOOD SLBFLOOR" ASPHALT SHINGLES . .. RIDGE BOARD" AND WATER SHIB.D,36'LF'' EXTERIOR WOOD SHEATHING WITH AIR, WOOD ROOF " -i ROOF AT ALL EAVES `A D(TERIOR SIDING : PANTED BALUSTER IXIZ PAINTED - " HIJ2RICANE CLIP. SKIRT BOARD. INFILTRATION BARRIER WOOD RAFTERS SHEATHING. . WRH BROSCO 8658 - . SIMPSON F12 METAL FLASHING. I IX WOOD TRIM h BASE MOLDING LIMESTONEIX WOOD TRIM F REBAR METAL ORIF - ASPHALT SHINGLES OVER" Y (OR SPEW BASO FLOOR FRAMING . EDGE T-0' - - ICE AND WATER SHIELD ON 3/4'PLYWOOD WITH PLANS S FRAMING . CE'ILWG JOISTS WOOD SHEATHING - - IXIO TRIM AD BATT ALTERNATE METAL ROOFING I CARPET _ BATT ' INLSlLA7ION _ _ in PACED. s. .$ < _ 2X4 OVER INSULATION GUTTER W/ GYPSUM DRYWALL' METAL DRIP EDGE - �. P.T.2X4 SILL - O 'S U L L I V A N P.T.112 SPACERS CEILING OVER 1X12 PANTED - - •16'O.G �" VAPOR BARRIER 1X4 WOOD TRIM ' SKIRT BOARD a 6' 4' XL AIR SPACE . BLOCKING .. AND DO FURRING " .. EXTERIOR WITH BROSCO 8658 _ (D a5 R®AR AT IXIO WOOD TRIM. STLD WALL BASE MOLDING UT WOOD SOFFIT WITH OOt$E TOP (OR 1M/ERiED b TDP OF.WALL ARCHITECTS, INC, RIFE".TO GENERAL RIDGE VENT DETA L: COMINil05 SOFFIT VENT PLATE - - SPEW BASED" *NOTES FOR ANCHOR S "ARCF(REOR1gE.DESIGN•PLANNING I 9(TE210R SIDING IXT(S210R STUD BOLT SPACING '. Scale: 1 1t2'-11-0' I EXTERIOR WOOD SI WALL WITH BATT SOLID BLOCKING AT I•-0• WOOD STRINGER ,� ..4'. °,4'.. CO��... 20i EDOEWATER DRNE,SUITE 216 . Wma AIR INFILTRATION BARRIER BNSUJLTION 24'O.G - _ FOU DATION WALL ' GYPSUM DRYWALL 1/T WOOD SOFFIT ... .. . WAKEFIELD,MASSACHUSETTS 01880 D WOOD ROOF SHEATHING V2'G.WB. COMPACTED Tel:(781)24&1807 Felt(781)248-1003 OVER VAPOR RAKE RE7IJRN DETA L .. - r-advoAnoN wAu. FILL - ROOF AT ALL RAKES . ICE AND WATER SHIELD,36'WIDE" www.oeullNanerchttecte.00m EAVE DETAIL&GUTTER z STAIR DETAIL ENTRY.DETAIL � � 1 Scale: 1 12 =1 0" 3' 4 ASPHALT SHINGLES Scale: 1 12°s 1'-0'. Scale• 1 12'=11_0• Scale: 1 1/2'=1'-0' .. raru».tew ay.uvn lnalae�oa.pmnaevan ena . 8' Ima m a{aeealy mte°e a av b.Mm.a Ioeetlon .'ASPHALT SHINGLES WI7L110E AND WA'iSi GYPSUM DRYWALL OVER .. aB1°•ef lernvauNeri by moi'-Od.In whom .GYPSUM DRYWALL OVER'.. mvan,rov,aveuae vnm=ne,.wmron ..51-0ELD.36'LP ROOF AT ALL EAVES VAPOR BARRIER. EXTERIOR STLA WALL .VAPOR BARRIER SAL"DRIP EDGE - aw.*+anon a oamengrdmem,trm WOOD RAFTERS WOOD ..WITH BATT - °r• SHEATHING WTi1-1 A112 314' WOOD S�fLOG2 314'WOOD SUBFLOOR IX 4 WOOD TRIM O 2008 MUIR ii.W 1 t-W lr - WOOD BEAM.MAINTAIN T CLP 4R N RAILING INFILTRATION BARRIEJZ EXT6ZI WOOD , BETWEEN BEAM E ROOF . . SYSTEM' - EXTERIOR SIDING blgA BION BBARRIER .. - - . SOLD BLOCKING AT . 24-O.C. . WOOD ROOF S-EATMNG - "MEMBRANE OR . - COPPER�90 EXTERIOR SIDING _ ll00 W000 TRIM JOIST HANGERS UNDER SIDING, - °� - � � RIM JOIST BAFFLE VENT,T MIN. - d E LEDGER . 1 CLEAR AIR SPACE - ! METAL FLASHING I/2 WOOD SOFFIT. ROOF RAFTERS P.T.5/4 DECK ". P.T.5/4 DECK EXTERIOR SIDING . BOARDS.. BOARDS FLOOR FRAMING WITH .�+X4'ON%r X 8' FLOOR FRAMING WITH - DOUBLE TOP PLATE VAPOR BARRIER: ARRIER E WATER IA Ut VAPOR BARRIER E EXTERIOR WOOD- ~ P.T.WOOD : BATT INSULATION, - WITH SLOPED TOP BATT iNSIJLATION. SHEATHING WITH EXTERIOR STUD WALL . SEE FRAMING PLANS AIR INFNLTRATION BEAM.SEE 5 FRAMING PLANS SI P.T.SILL OVER . . .FRAMING SILL SEALER BARRIER /rl ap�'.y� a Q . .. P.T., FLOOR FRAMING - REPER TO GENERAL 2X WOOD SILL BOXED.OUT RAK DETl1IL" Old St.4�V1 1 VIII�AMin CEILING JOISTS APA P•T,DECK S IST 14A ZMAX 1 0 BATT INSUATION NOTES FOR ANCHOR in - Scale: 1 12"=1'-0' - FRAMING JOIST HANGER NTH BAIT PLANS 2X6'5 '� REFER TO PLANS BOLT SPACING � Y GYPSUM WALLBOARD OVER P.T.2X10 LEDGER (2]v5 REBAR AT f BLOCKING a 24'O.C. IX3 WOOD STRAPPING AND P.T.WOOD POST T1.RU-BOL7EO INTO RIM TOP OFJNALL FINISH GRADE i0_ EXTM21012 SIDING " VAPOR BARRIE32 IT DIAMETER WITH SIMPSON'BC' JOIST.WfTN WASHERS.. RSR TO GENERAL (Z)v5 REBAR AT EXTERIOR WOOD . .. CONCRETE FILLED IMAX.POST CAP EMBEDDED IN SEALANT "a 10' TOP R FOUNDATION SHEATHING E AIR WOOD RAFTERS AND BATT INSIA-ATION SONONB'ABUE WITH - NBOLT OTES FOR ANCHOR W� INFILTRATION BARRIER 2X6 SILL PO�OANC 402�' SILL OVER SILL SEALER CONCRETE TNG - . \\ METAL FLASHING ROOF BEAM DETAIL D CK DETAIL FOUNDATION WALL �i °' �° OI WALL EXTERIOR STUD WALL DECK DETAIL W/BATT INSUL s e Scale: 112°=r-r FOUND:/WATERTABL.E DETAIL 2X'WA-LLEDGIM scale: 1 12"=1'-0" Scale: 1 12'=T-0 scale: 1 12°=T=0' GYPSUM DRYWALL :2X6 WOOD SILL OVER ." -OVE12 VAPOR BARRIER (� P.T.2X6 SILL E SILL - EXTERIOR WOOD F_XTERIOR STUD EXTERIOR SIDING BEYOND 3/4'WOOD •. •o ute 1 4' GIPSLJi.A DRYWALL OVER SHEATHING WITH AIR WALL.WITH - 'VAPOR BARRIER SECOND FLOOR SLIBFLOOR North Andover, �� !SEAL INFILTRATION BH A112 BATT INSU_. 1"D-("1� P.T.2X6 SILL OVER T IZ G1 I/TEXTERIOR SIDING GYPSUM DRYWALL UNDER TRICOPPER FLASHINIG SILL SEALER ") AN AIR SPACE AT SIDES ASPHALT SHINGLES OR AND END OF WOOD BEAM � � OVER VAPOR. - fi . BARRIER. EXTERIOR WOOD 3/4'WOOD SU SFLOOR OPTIONAL PR�INISHED FLOOR FRAMING-RE METAL ROOFING OVER ICE TO PLANS ... SHEATHING WITH AIR £WATER SHETLD CONCRETE FOUNDATION INFILTRATION BARRIER . 'WALL SIAPSON-STRONGTIB... WOOD BEAM-REFER TO WOOD HEADER IX WOOD TRIM h ROOF SHEATHING .. lLC'LALLY COLl1MN CAP FRAMING PLANS COPPEt FLASHING�:.. LIMESTONE . •(� - 1X4 TRIM FIft, mer klu LEDGER ON 2X8 FRAMING {. 11 11 3 I/2 DIA.SCHEDULE. W000 CASING P.T.ZXIO U r1 I ` . E= 0 5/ STEEL PLATE WITH 40 LALLY COLUMN CONTINUOS SEALANT �- \ II����' 'S 5/8'ANCHOR ECLTS i 10 "METAL DRI . .� 4'CONCRETE SLAB 30'X 30'X IT FOOTING SHIM AS FACE .qq �° V EDGE OVE32 VAPOR BARRIFJ2 " WITH(3)v5 REDAR EW. WNDOW REQUIRED BRICK' ' �aCU °�! t -IX4 TRIM " ING-FRAMING WOOD CEILING . O WITH BATT INSIlL. - JOISTS BACKER ROD;EAALANT E 5/4 WOOD STOQ N� (2)a QESA TO PLANTS 5 R133AR AT IXIO WOOD WINDOW AROUND .pv� TOP OF WALL TRIM 2X •' ° WOOD APRON C� "Rte TO GENERAL }i'WOOD .. BbEAM W/ . . - PRESSURE TRFl1YED SHIM AS REQUIRED .. - . WOOD SEAT" .° O - S NOTES FOR ANCHOR SOFFIT U: S PLYWOOD .. _ . °, •°.O' O I)S4 TRIM '�� _ ..BOLT SPACING COMINOI'$." SPACER EXTERIOR STUD 2 •.4' °,4". - - SOFFIT VENT coNazEre r-a "FYPONCOLLPRJ Key-Lurie, Inc. MIKVINYL 61OfNG WALL WITH BATT p- - FOUNDATION WALL 1538 Tumplke St . COtvFACTED �. '.. INSULATION. - j \ North Andover,MA 01845 WOOD BEAM POCKET DETAIL EXTBZ102 WOOD Flu LALLY°COLUMN DETAIL��/�\ "�ATM'"G`NTH o��"'vAp`�`°' CONCRETE ACTED COVER D PORCH DETAIL j 1 12 AIR INFILTRATION BARRIER BARRIER FOLNDATION WALL FILL 1 cJ scale: 1 1/2"=T-0° IVO7E' - r1oTE� 13 WINDOW D . AIL _ 1a ENTRY DETAIL(SIDE) Scale: 1 12'=1'-0' Scale: 1 12"=1'-0' EXTERIOR STUD WALL ' PROVIDE Cv CONTINUOUS a5 R®AR AT TOP AND � PROVIDE W CONTINJOUS v5 R®AR AT TOP AND � � � � � NTH BATT 1NSU_. G DR BACKFILL TO BOTTOM OF FOUNDATION WALLS ANO BACf3=ILL TO BOTTOM OF FOUNDATION WALLS AND GARAGE DOOR. - - OVER VAPOR FINISH GRADE (2)CONTMOLJS a5 REBAR AT ALL FOOTINGS. FINS14 GRADE '(2)CONTINUOUS v5 RES AR AT ALL FOOTINGS EXTERIOR EXSE210R WOOD BARRIER STUD WALL ... SHEATHING WITH AIR . DONCRETE _ _ „ CONCRETE .. 4•CONCRETE - .12 INFILTRATION 8 PIER 3/4'WOOD ATION= 10' 4-CONIC. FOUNDATION'.. '10:.. RAG . fFyyO�U.-p VAPOR WALL. .III / ASPHALT T,-. PITCH OSpLpABp.2WOOD RAFTERS 6 EXTE321CQ SIDING Sl1BFLOOR "SCALE A9 Noted FRS ORAININJL- \\/ \ FREE DRAINING�-I \\ \. /\• ' -\\ - WOOD ROOF SHEATHING - . BARRIER �AV�y,JiTM RIM JOIST ISSUED/DRAWN BY GRAVEL WITH 1=I I OVER 6 GRAVE FABRIC \ BAFFLE VENT,T MIN.CLEAR ILTER FABRI MIN COMP. .I I=1 I AIR SPACE " AMP PROOFING FILL 2 RIGID \ METAL FLASHING ole-OMv �. +WITH PROTECTION- INS LATION -III- \ ", AND WATER SHIELD,36'UP _ / / ROOF AT ALL EAVES X4'ON Yi-X8- REVISED/FEVISED BY BOARD ,e.•.- (2)v5 REBAR.CONTI1y, /Q 7 / / WATERTABLE . <2)a5 REBAR,COMMS :• •..° •.�... AT BOTTOM OF I I '• •.,: ).URRIC,ANE QIP. H WITH SLOPED TOP .AT BOTTOM OF =I FOUNDATION - \/ �• ' SINPSON H2 2X WOOD SILL OVER P.T. FOLMATION I_I I - °• AND IN FOOTING ZX SILL OVER SILL SEALER. . ANA IN FOOTIIN " ° ... .III-I / METAL DRIP - .. in - - '.•.. LNDISTLPBEDr I I=I _ EDGE REFER TO,( NIERAL \ (2)a5 Rf33AR\ 1•'O.. .. "IdNDISiI-RSE13I I III SOIL— -III AT TOP OF WOOD BEAM WITHI JOIST CEILING JOISTS NOTES FOR ANCHOR in FLOOR FR SGL u= '1�a . ?,� , "~ FOLMDATION 6'COMPACTEDIX4 TRIM HANGERS.SEE FRAMING PLANS BATT INSULATION.: . O FOLBDATION DRA NI S a y': _ WALL r.. FILL " BOLT SPACING R n W/VAPOR FOINDATION DRA I e WRAPPED WITH a 1X10 TRIM - BARRIER E ®STM III I I ):$. —III ,J-6 GYPSUM DRYWALL CEILING OVER FILTER FABRI FILTER FABRIC-III—I I .. BLOCKING _ VAPOR BARRIER AND 1X3 PURRING FINISH GRADE mTT�7NSVL- JAB NO: _ .° _ " 04022 .. _ _ •_ - 101 v2 W060 SOFFIT WITH DOUBLE TOP PLATE SEE PLS '— —_—I I=1 I-1 I-1 I 11Y WAi t "CONCRETE FOOTING ISITTI _- Ti-1 i AMIN 00tdCRETE CONTINUOUS GJ6 SOFFIT VENT IXTERtOR STtA WALL WITH BATT a5 SHEET NUMBER CDNICRETE FOOTING SIT�IN III-III-III I-�I�I I�ETWAY-I FSA INSLIATION \ ON UNDIS oBED�SOAIDLE -III-III-III—III L UNDISTURBED ON UNDISTURBED SOIL, I I I_I I I-III=III-TTI�H-Hti(•rol6 ITIRBmWALL EXTERIOR SIDING:EXTEPIOQ WOOD - _ P OF FOL -III=�I I=1 I I_I I-1 I I : SOIL. MIN 48'BELOW GRADE -TTI-III-)1 I_111-SOIL ° SI-EATHING E AIR INFILTRATION GYPSUM DRYWALL OVER VAPOR, 10'CCCC77NCR A5 'BARRIER 8ARRIE32 FIXNDATION W °1s BASEMENT FOOTING DETAIL CONCRETE FOOTING DETAILFOUNDATION/GARAGE DETAIL EAVEBAY WINDOW DETAIL" 20 FOUND./1/VATERTABLE DETA Scale: 1 1/2'=1'-0° ` Scale: 1 12°-1`-0° wScale: 1 12"=1'-0° Scale: 1 12"=1'-0" Scale: 1 1/21=1'-0° F-fral IOk WALL SWEArWW& - GVPsOn. g0AR0 To a TO BE A7TAG400 Wtr . ATI•A"eO Tb FRAAIIaa 6 NAILS a 644C, ON . - - 1z#'pMR L•+'74 t4PE W Or T`1Pt S ALL FRAf-we. AAe.%6et•S r SGR61•.S tN A1-foA1IAa/e� A-r PANEL &9&&S AwO 2.412.5 µunicANtt W IY}I A6TA1 C LOO L 12 94 Ow ALt_ PAA+wlac CLIPS Po0. 4'-0% e12.%O.C. A..D SRA" A+EAe6E2.S, NOT AT PANEL vl6'OROOF RAFTE25 FROM 9"M CORN 6t PtNETRATE Ihtk4e-'V'j ROteS. C04.4vM STvcs 7YfIc�L A A+tev. OF E�Sn TU pE ATT*csje.0 . tOGETA lA W 1TW 115.0 NAIL( e 74P I" Qt. oR AS a'0 $thya+ NZ-SA UO6RItAett CWP •t:o 9WouN t" PAA WINGS WctE 1 BEAM.SEE SECOND - - 6w0 of iAaM RAFTER t4 PICA 1- FLOOR FR S CD 13'4 X IVi LVL PLAN )4009 *'LVL O 'S U L L I V A N 36r''LVL I X f027LVL 10,V LVL �- ----- ------- 1 I 2�10�. HDk FOR ----=--i----------- FDR----- ---- ARCHITECTS, INC. s5-11 st)-Iz ARCHITECTURE.DESIGN•PLANNING 2X17 •IT O.G 201 L'17GEWATER DRIVE,SUITE 216 jI I I I I :• i -WAKEFIELD.MASSACHUSETTS 01880 SEAM.SEE BEAM.SEEE SEC I I FLOOR CI.NG .. 1 F100R CWG 1683 � I I TOL www.loeullNanroh�telois&odm I I FRAMING PLAN FOR BRNG WALL tl I I N GAZE I FRAWtING PLAN FOR 49113'4 x vYa'LVL BELOW it !I I SIZE R.I.SH FRAMED ---------- I I I 'RJSw L TOP _� rn.« .o,n ee�ve.n•...e vae'•e dire I I 1 3 4.13'4 X 9Y4 LVL MECH —_ FDR Tae..el.e,.moeuw,s.m elect.reeeoeeoe a,a 1 IOPNC FDR FDR w�uw anpoaeevanMt.emed,m �------- I r �' 5 ZJt IDs a 17-t'ee e.mne.mn•rtraNwen A.eninor.,o-a I I �� �Y (13ctl 0200e aswwenAro t.oml M. BRNG WA .CORIDGE VENT I BELOW 4 1 BRNG WALL 38-3 BELOW . Ift HDR E�607 I 1.108 L d R3-11-75 11 9•&1(LW L wiltRILAVI I Io ' SE�COiND FLOORE o L RtLOCOTtO POW A6we. CLNG FRAMING I BRNG WALL I A 3 t FRAMING AS ST a U a I T ALL SECOND FLOOR FRAMING 1 / / I BI30W PLAN FOR SIZE ®ED FOR �� t AL BE 2X10 WOOD FRAMING TOILET CR '2-J%Jef NGS 4` 6B 1 sB NOT.Q Ip1.ESG OTP RwISE (fibhVA*wB LVL PLUSH FRAMED OR K W 12.40 VA 21CM STEEL BM FDR !� . 511- t4 � aPyaAtwsLovLW� —�- I Stf Pqs" 55W15rB L. .I a 9' FLO ISTS . L---_-- L JI 2X10'9 -I SHEAR-WALL R 8 2 ICE AND WATER ST-IIE3-D OVEaFIZAMED FAC++ EMD c P. s�. eD 13'4 X 'LVL Old Salem Village 5a-9 kOOF EXTEOW 36•tP SOFFITS GARAGE s'r`4 FLUSH FRAMI�W/ PLAN --- AND ALONG VALLEYS �At�+ To I I OPE vrMG CD 1%,X 9Yq LVL 8B•i 5 DORMERS I ISEE FLUSH FRAMED 3•71f �J 6ce1e:1/e• 1'-0• - •T16O0.00D ESSFRA OTHERWISE ATTACH OA IL.1- DROPP® c2)13's X 'LVL 2•y.} FLOOR JOISTS I I SEE NOTE L L. SECOND FLOOR FRAMING PLAN WISHED DORMER NOT® RATED 1/6)06 2 fRAMINe L Ven6E[Z SPF rL � � Scele:1t8•�r-D•- Rbe 075 fit E-1.3 . A1.L CONIJEGr100A OF FPAA.INL .heA.8cas W ROOF 5 H5 AT14I0& TO SA Be pelt T46LE ATTACHED To PRAMIN4 56oL•S(I) OF TWa /�ROOF FRAL N I-IrA 84 NAILS Q ?Tk / n L pAN6L E04ES a (j"OC, ALL EKTERIOIC SIA�17$ON "S Ctwsa OFR'T1iEQ1NG ~' 8ce1e:11B'-1'-0' A«O li"4C•.FOR ALL CONNECTORS lb BE Route /1 COOK F LIssrn No m1ANT AaM6fiRb - CORROSION pROTFCTED lV moi" Coot FoR ONE¢rwa PANEL E0dtt, 4.4 Pr esT CONTRACTOR, To F4+A 1L I pWlLLINLS COORDINATE -If PE OF North Andover, MA FRAMING NOTES' oR As sH�.1N ON — __. w,7µ S vpevN CDwNeeTDte1e LEDaER. - ULE SOn-amwFLOOR F OR ISTS, TED. 5,6CEILINGJOISTS•16t7.C, 1T1E Pna�-tAws ABA44 BAse a WIt41 2 ROws FASM" cOR¢osto„� ptmlrnoN UNLESS 07462wISE NOTED. .AAo AGE-4 �•'Pf 7x12 (1EOVIRED W ITL{ 'r'(PC 23 PROVIDE SOUP BLOCKING TO FOUNDATION AT ALL MASTER L EDG E0.. L O K. CAP (t5rl!r.�ee•^ � oa PRE6a�Rf 7RCNTEo BEARING POSTS.00IAIP ALL JOISTS BELOW PARTITIONS SPECIFIeO PIAf.tao � � - SAS"X.3518 a� L.Vn.6EP SVYQLIfiO PAR;4LL8.WITH JOISTS - UC►O6t AT fAi•NL 128 Oc Rol 6sreRIOR FRAMING IdARVIRIL 1ec OPnoN 2.1.7S•!•18M P167 O.C.S ' 3J PROVIDE DCi MID-SPAN BRIDGING AT ALL SPANS OVER RE O VIRE Q P EC to L IU-01 OR AS RECOMMENDED BY ENGINEE2ED UJMSER ORDEE, A LL O w A�U'P'PIPED 2) Y • r.."} 11 C t 1 MAM.FACTLRER. S V DFI CI QArT LEAD 2.Y�4- 2X105•IT O.C. (2)13'4 X 9Y.'LVL ` G 43 PROVIDE DO BI JOISTS AT ALL SIDES OF ALL TeM E Po0. DfiLI uBRY.OPENINGS LfLESS OTFERWISE NOTED. N0 3 Ito ST ITvn ONSGIUMAT PAAe1Le( DROPPED -�----------Tr FDRFraming Plans W-y4 HE. IPLLOwGD11 II OPT ON5.>PROVIDE ER IS NOTED. AT ALL WINDOWS AND DOORS wlndo/r r4f p1LO�At- W/Shed;Dormer LOLEss on�zwlsE NOTI�.6.)ALL FRAMING LUMBER IMO FIBER STRESS,E-1.2 MILLION ,MPRPS.I• S pf 14 2 f- S4X 16•LVLnVII-ov slalO1 MECH FRAMED FDR 7J 1.75%11 r/SOPNIG BOTTOMCOM•IT I SJ ANY SUBSTIMIONS OF OTI$2 BRAND BEAMS MUST BE (3)13'4 X AI4 LVL Key-LI(-Tia,CFS AND VERIFIED BY SliPPLl92. R 6 L DROPPHM 1638 7tunplke St North Andover,MA 01845 91 AMMPAC7U2625 SPECIFICATIONS REGARDING 3 see INSTALLATION MUST BE FOLLOWED FOR ALL TmhEmm BRN'G WALL WOOD PRODUCTS.• . A BELOW G.C.TO ADJUST i . I e FRAMING AS 10.)ANY WOOD IN CONTACT WITH CONCRETE MUST BE NEEDED FOR PRESSURE TRF11.nB1 I - - TOILET OPENINGS _ I IIJ ANYI POSTS SHOWN ON BUILDING PLANS CR FRAMING (ZCU bIt>N t3�IBIo7. COM. PLANG�tPlA."BEAMSSMALL'000MIN000SLY SUPPORTED 2-1.75r9.2S R¢LoeA180 fast T2M6D0111�y-yl< 3-f•TSxllf/6 TO FOUNDATION WALLS OR COLUMNS IN BASEMENT. Bi•Lk 4• 2-I.7$.I1 yg FDR DROPPED . 121 BUILDING DESIGN LOADS ARE AS FOLLOWS, SCALE: AS Noted .ROOF-50 PSP GRO014 SNOW . 2ND FLOOR CEILING-70 PSF BRNG WALL Z�IaI RB-5 RB 3 L 4,1 LALLFIRSTING 2ND FLOOR• PSF E2X10 WOOD FRAISSUED/DRAWN BYIST FLOOR-t 0 PSF BELOW W OC.BEARING WALL-10 X IMT WALL E) 7-20-06 W AMD 100 hfH J re�o.o buff ALL SECOND FLOOR CEILING r --- --- 4 SEE 9ETAILI eee FRAMING TO BE 2X10 WOOD - FRAMING•I6'O.C.UNLESS I _J 'T TEO Il S IDg OTFIERWISE NOT® ----- OF0.oR FOUMDATON -----_----- I I � AEVI9ED%REVISED BY Y P oaLFtCaLIDVS _ DA �I►( Eumw.I aNe L_-____-__-J COM. FRAMING NOTe .THIS RA LNG S A GRAPHIC REPRESENTATION OF T;.e O �A"1EO � FIRST FLOOR FRAMING PLAN FRAMING FOR THIS STRUCTURE,CONTRACTOR SwALL NOT SECOND FLOOR CLNG FRAMING PLAN V1�S�HD DORMER 1 3 �JGcare:1/6•=r-w USE 77•IIS PLAN W174} • SCALE THIS REFER TO THEFOR THE LOCATION NS FRAMING scare:1/8'-r•D• 5 NEST A-1 REvlStO S MEMBERS S FOR D TO SIO PLANS.NEIGH ELEVATIONS,AND • SECTIONS FOR DIMENSIONS AND HEIGHTS, roe No: 04022 F►AgM1Nfi PLAN REWSEO To Meal T#E REov10.Ew ENTs SHEET NUMBER OF Tom 7'M BDMON or. T4 MASS BOILDIaT• 'COD% A7 � - FoR ( &Z FAMILI( CWE4.IA/L9 . SEE. G6 SPAL NOTES . DATED 1-7.08 ` 94b4 d i/d................. t NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING +D•�TID��°"� ,SS^CMUSE� This certifies that ...... ..... rr..z.. ...... ................. :. has permission to perform ........7 .�".�J. ........ ... /.!i:......................... wiring in the building •.. of.AT.71 .. s3 — 1el . ............. ......... .. at............................................................. ............q. . ,,NoIzdover,M!�!a.s�s. . ..........Fee— ... .!P....... Lic.NoAft3.............. / . Check # / iikICAL INSPECTORT , . �j \ Commonwealth of Massachusetfis Official Use Only Department of Fire Services Permit No. �� BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked _ Rev, 1/071 leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRIC All work to be N-iformed in accordance with the Massachusetts Electrical Gale(MEC),527 CMR ELECTRICAL <PLEASE PRINT IN INK OR TYPE ALL INFORUATION) Date: City or Town of: NORTH ANDOVER To the —fO By this application the undersigned gives notice of his or her intention to perform he electrical pector oork dte,cribed below. Location(Street& Number) /,a f j �-` ZV Owner or Tenant 4—c.z Owner's Address64 Telephone No. r � � I Is this permit in conjunction with a buildi permit? �__.__� Purpose of Building , P p Yes ❑ No t (Check Appropriate Box) Existing Service Ams Und Amps Utility Authorization No.— /„_____Volts Overhead ❑ rd New Service g ❑ No.of Meters � �r/-cl Amps l A c/ 1;cey Volts Number of Feeders and Ampacity Overhead❑ Undgrd EQ-----No,of Meters l t Location and Nature of Proposed Electrical Work: ' Cam letion o the ollowin table rna be waivedby the Ins ector of,Wire. No.of Recessed Luminaires No.of Cell:Susp.(Paddle)Fans °•° Tota No.of Luminaire Outlets Transformers KVA No.of Hot Tubs Generators KVA No.of Luminaires rile Swimming Pool n- o•o mergency tg Ing No.of Receptacle Outlets rnd. ❑ rnd' ❑ FFIRE tte Units No.of Oil Burners ALARMS No of Zones No.of Switches No.of Gas Burners .o etectton an No.of RangesInitiatin Devices No.of Air Cond. ota No.of Waste Disposerseat m p um er ons ns No.of Alerting Devices Totals: o o - ontame No.of Dishwashers Detection/Alertin Devices Space/Area Heating KW Local❑ unicipa No,of Dryers Heatin Appliances Connection ❑ Other Heating pp KW ecurrty stems:o.o stet Heaters KW ` °'o o.a No.of Devices or E uivalent - i Sins Ballasts Data Wiring: No. Hydromassage BathtubsNo.of Devices or Equivalent No.of MotorsTotal NP a ecommuntcattons trtng: OTHER: No.of Devices or E uivalent Estimated Value of Electrical Work: Attach additional detail if desired,or as required b the Ins Work to Start: (When required by municipal policy,) N y petcror of Wire. 6"/U Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance Of electrical p he licensee provides proof of liability insurance ineludin ca!work may issue unless undersigned certifies that such coverage is in fore g"completed operation"coverage or its substantial e e,and has equivalent. Th exhibited proof e CHECK ONE: INSURANCE 19.1TO—Np p of of same to the permit issuing office. I cern ❑ OTHER ❑ (Specify:) IYs under the Pains and penalties of perjury,,that the information on this application is true and FIRM NAME: /, � � complete. Licensee: LIC. NO.: ZE qy 3 Ill rpt pticufalc•, n r "r.rrny�t min IhV license number fine) brgnature LIC. NO.; 9 3 3 Address- S �I y-- *Per M.G.L c. 147, s. 51-61 security work requires Departm of Public Safet Bus.Tel, No•: OWNER'S tiYSl;RANCE WAIVER: { am aware that the [ icensee dues not have the liability Alt.Tel. No.: y"S" License: Cie. No. required by law. 13y n,y signature below, l hereby waive this requirement. lam the(check one tn,urance coverage normally Own tore nt )❑_ [1 owner'.anent Signature owner Telephone No. PERrNIT FEE: $ 94b4 Date....�j.. ..��... d f NOR7M " TOWN OF NORTH ANDOVER 3j •..P -•,., OL A PERMIT FOR WIRING �,SSACMUS� This certifies that .....1,2 ..f.......,,�'�; ..r... ......l�.!.�"... ............... ' has permission to perform ......... wiring in the building of ,'�..... .................... � ......... at............................................................. .......... . .No dover, 71e s. G Fee..3... .j>.. y.C/.1........ Lic.No ..3.3.............. ... .. ... .. .. _ , LAICAL NSPECTOR Check # r I a 6 . ` PAZ, 742 Date. HORTIy o� TOWN OF NORTH ANDOVER f D 41 PERMIT FOR GAS INSTALLATION r a� • SACMUSE4 This certifies that F'Alo,i1•Cd, Au. . . has permission for gas instal lati 'n . OU {�4 in the buildings of . . . . � ' `^C',.. . . . . .- G.1 �.-- . . . . . . . . at . S3. . . .61 . . !t . ., North Andover Jul Fe� :�:W. . Lic. No... �f�� . . GAS INSPECTOR Check# MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) Z ` ! � , Mass. Date ©c-T ZO 20 16-) Permit# ;Z' ass, Building Location Owner's NameC— Telep ne Type of Occupancy New Renovation Replacement Plans Submitted: Yes No[—] L N i I2O d d m In U imc l= x vi Q Z o = O c ra c O a 0Y N 0 d m x QL� L too GI N = x L L V h a+ x L (w = r.+ d O O � Q> jI > C C Q = 0 L W x O x u- o C7 U w m o M °t—' O SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR 8TH FLOOR Installing Company Name EnergyUSA Propane, Inc. Check one: Certificate Address 100 Myles Standish Blvd.,Suite 101 X❑ Corporation 132 C Taunton,MA 02780 Partnership Business Telephone (800)822-1300 X8055 Mike Smith Cell(508)922-7891 Firm/Co. Name of Licensed Plumber or Gasfitter William Kent Corson(800)822-1300 X8051 Cell (508)294-6660 INSURANCE COVERAGE: EnergyUSA Propane, Inc. has a current liability insurance policy or its substantial equivalent,which meets the requirements of MGL Ch.142. Yes X❑ No If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy X❑ Other type of indemnity F1 Bond El OWNER'S INSURANCE WAIVER: 1 am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass.General Laws,and that my si ture this permit application waives this requirement. Check one: Owner El Agent *7 SignaturqXf bwner or O er's Age I hereby certify that all o the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Code and Chapter 142 of the General Laws. Type of License: By ❑Plumber Title ElGasfitterSignature of Licensed Plumber or Gasfitter City/Town X❑Master APPROVED(OFFICE USE ONLY) Journeyman License Number 3707 BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION FEE NO. APPLICATION FOR PERMIT TO DO GASFITTING NAME &TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER LIC. NO. PERMIT GRANTED ° DATE 20 GASINSPECTOR