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HomeMy WebLinkAboutBuilding Permit #421-2011 - 39 HEPATICA DRIVE 11/17/2010 BUILDING PERMITo� NORTH q STAG 6 TOWN OF NORTH ANDOVER �? b` '`- `_ �0 APPLICATION FOR PLAN EXAMINATION Permit N0: DaARRdived .i,• '114p�gwrao�tay.(yM Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION ?"" ea l Jleie'w-/r, # tz%e. ,-Print PROPERTY OWNER l(e 41'w iz J-;,fC- Print MAP NO 1074 PARCEL:-,7c ' ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE R Non- Residential New Buildi� One famil ddition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: Ident/ification Please Type or Print Clearly) OWNER: Name:_ Of r- , ZfG , Phone: Address: __LO tteexi, 4 IlecV100tov¢rG CONTRACTOR Name: � � ' 't t C, 6266t8hone: 6'00--SA&-4(x30 Address: bZ 04 L 1 �4q eg 0 6I 4 1l. y t ffi s Supervisor's Construction License: ir� , 7S,3 Exp. Date: l l awl ~ Home Improvement License: Exp. Date: - rr ( ARCHITECT/ENGINEERVSgtGV4n ARA:t Phone: 7�/��3g Lelfc(o • D E'Yl `kL�e�vv� L`yCr y Re . No. 6)10 M 4Address. 8 � � y g C� FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ ° Check No.: ��016 Receipt No.: 7 702 NOTE: Persons contract* with unregistered c atxactors do not have access to the guaranty fund �gnature of gent/O t mature ofvcontractor " � U Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public SewerTanning/Massage/Body Art Swimming Pools ell 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 PPROVED PLANNING & DEVELOPMENT I COMMENTS CONSERVATION Reviewed on U S iq nature COMMENTS 15 r aL HEALTH, Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & SewreConnection/Sicanature &Date Driveway Permit ~ DPW Town Engineer: Signature: Located 384 Osgood Street FIRE'DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 f Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing 9, 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 . Sin le and Two Family) � g Y) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy P P Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 BUILDING PERMIT o* NORTH TOWN OF NORTH ANDOVER OM APPLICATION FOR PLAN EXAMINATION Permit NO: D A FRe"Nd °RATE° Date Issued: IMPORTANT:(Applicant must complete all items on this page LOCATION 0 �`' r ./7' '¢' �� i b-e t ftS= PROPERTY OWNER K e 1 fldnt MAP NO: /07-1 PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes, no TYPE OF IMPROVEMENT PROPOSED USE R Non- Residential New Building (_—ane family ddition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District ..Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: c��/ h.I`Ofr- , z1a Phone: Address:_LO e�A• tr9 �.QcVi�- Polon Ooge 014 X44(5 CONTRACTOR Name:f �TCs,c6b o�- 38- 3C hone: Address: t0i 04 V, L4,649 hoc e, 0vi,P 4"", Mao- 0 l a Supervisor's Construction License: (,7 ©� Exp. Date: /a��l ;ot'� Home improvement License: Exp. Dater ARCH ITECT/ENG I NEERV:S u(G V4-t 46416 S 1�'4cf Phone: 79/-- *Sc? - &/(0(0 Address: X84 �Yl `� � 't-t 6*Lk-1 Reg. No. [QO10 M4 FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ /00 S O'6 Check No.: Receipt No.: ,2 3 702 NOTE: Persons contractin with unregistered c ntractors do not have access to the guaranty fund 8'gnature of Agent/O ,o 'r`t t ture of contractor ^ Location N/ 4/L/ l FZ2 074"'L-I No. Z1,'72 Date AORTN TOWN OF NORTH ANDOVER 3 ° F � a Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ s,+cMusE 9 Foundation Permit Fee $ /ad Other Permit Fee $ TOTAL $ Check # y0� 23708 wilding Inspector ORTH TO" Of over 0 No. ��, LAKE -O dower, Mass., ii��/� COCHICHEWICK ��• �d ORATED P' C 7SS BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... �f �ic�c. ......... ........... .. ...... .... ........................................................................................................ Foundation has permission to erect........................................ buildings on ........... ....r.�....�... ....................................... Rough to be occupied as .O v�q�� 1� a/4� Chimney .. .....<.....�f.................... .. y . . . . .. . .. .. . . . . . ........................................... .. provided that the person accepting this permit shall in every respec 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 - . UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the- Premises — Do Not Remove Final No LathingD Wall To Be Done or � FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner. Street No. SEE REVERSE SIDE Smoke Det. Massachusetts- Department of Public Safet- Board of Building Re-ulatiod-,and Standards Construction Supervisor License License: CS 75302 BENJAMIN C OSGOOD .`:., 69 OLD VILLAGE LANE c NO ANDOVER, MA 01845 5 Expiration: 12/4/2012 Commissioner #Tr#: 6267 . t 'W t4 M.P. ROBERTS INS'OMCE AGENCY, INC. 1060 OSGOOD STREET NORTH ANDOVER, MA 01845 EMAIL: MPRInsurancei@AOL.COM P (978) 683-8073 F (978) 683-3147 September 112010 Key Lime Inc 10 Hepatica Drive North Andover Ma 01845 Re: Workers Compensation #WCC 5007581012010 Effective 9/15/2010 - 2011 I am pleased to enclose your Workers Compensation Insurance Policy issued by Associated Employers Insurance Company. The policy has been issued with the following coverages', limits and payroll exposures scheduled: $1,000,000 - Bodily Injury by Accident, each accident $1,0001000 - Bodily Injury by Disease, policy limit $1,000,000 - Bodily Injury by Disease, each employee Carpentry-Detached 1 or 2 $48,990 Clerical Office $34,446 Please review the policy. If you have any questions or if revisions are required, please contact our office to ensure the policy is corrected. I would like to take this opportunity to thank you for letting our agency be of service. Thank you. Sincer ly, Pa t al x8/09/2010 13:10 9786833147 ` PAGE 05/05 s AeO & CERTIFICATE OF LIJ�OILITY INSURANCE S 9 10 THS CERMCATE IS ISSUIED AS A MATTER OF fHFO MA ION ONLY AMD CONFERS NO BITS UPON WE CIRiiFiCAM HOLDI. T M CERTIFICATE DOES NOT AFFMMATfYEf,.Y"OR NWATAIB,Y A11180i 10MEND OR ALYER THE COVERAGE AFFORDED BY THE POUCES MOW. THS CERTIFICATE OF NBURANL'E DOES NOT 0014 fft R A CONTRACT BEMEEN THE ISSUING INSURER(S), AUTWRZED REPMENTAlIVEORPRODUOMA401M.OMRCATEMDM `'s, 11APORTANT. B Ste ce fE In as)must lwendorco& If SURROSAWNIS WAWED,sul*Ct 10 the teRrrs so aandWoes of the poky,oeftln pot['"mail rsqufro m A afzflerlle, on tMa oertiffsats does not C=onfer rqTts 10 the cwtificaft to ft I"f u of simm � PSI.P. aberts Itt8u7easae:® Aigr�aeY �' " •' 978 683-8073 N : (a70) 653-3147 9 _ iasusancel@aol.ca� tf , moi} {._ d. 1. >� ,, NIX a1sas , 2316 AF#MWM C .__..... NAICa 1a4R1Ei _ P `'ti n $S_ A:,Risk PZaC�t: ge= 'Geta Xne. 9.0 HERACTICA DRIVE !r6 Rr mA 01845. t @ ~ COVERAGES CER11RlCATE Ntt1ABER:. E2EI/fSfON NUAIfsEt3.." THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HANE BEEN 15SUED TO THE INSURED NAMED ABOVE FOR THE FOL.ICY FFRi9D E INDICAT . NOTWTHSTANDNG ANY REQUIREMENT,TERM OR COMMOF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE 1NSJ WNICE AFFOFDED BY THE POLICIES DESCRIBED HIMEN M SUBJECT TO ALL THE TERMS, EXCLUSIONS ANDCONOTTICNS OFSUCH POUiCIES.LMIT3 SHOWN MAY HAVE BELL REDWED BY PAID CLAIMS. L TYPE a'INSURANCE POLICY&F lalrID ---tnar>3 NNXMNM 6F.IIERALLtABILrTY EACH OCCURRENCE S ��000 000 X COMMERCKLC,EW-FALLNBLITY AI4 DAMRGE TO RENTED s 50 0D0 4 A CLAItWWWE OCCUR 3DD9812 6/i5/10 5/X5fxX MEDEw 0w seal 9 O 4;., PBRSONgLB A17vIN,NRY b f 000 000 I. GENERAL AGGREGATE $ 2 O OL-Jo0 GWLAGGfREGATELMTAPPUESPER '`<-" PRODUCTS-COMM AGO $ E1D POLICY a LOC AUTCRICEMUAMM - - } .. CONBNEDSNGLELANIT ANYAUTO { BODILY INJURY 1Per pgmun) S ALLOYMO AUTOS j` BODILY INJURY leer a=rvt) s SCNEGIJLEDAIJf06 : PRDlfiRTY DAMAGE $ tiMAV OS ) � (Ptroetleong .� 1lAB PO=R EACH OCCURRENCE DOCE9SGW8 "i t S CLAIMSdYIOH ' A Q—KgA $ DL9DlICriBLE ; S'"; C RE71NnON 1AIDRKM COWMATION p. YVC STA7U- DTH- ANDI9WUYd=LIADWY Y!N e AM PROPRE UWATNEMXEOJ nIE <PGC54075810120.0! 9/15/09 9/15/10 E.L.EACHACaOENr s 1,000,000 D'rFILE E6.LUDmT NrA c. ,,: fuEIS L.DE ASE.EARMLOYf $ Z 000 000 Hp�g� �alb under - - (" QES�RIPT4ON aF Of'ERATIONStww I E.L.DISEASE-POLICYLmir 9 1,000,000 r nESCRIPnMUFOPEWC)NSILDrATf MIVMB=fAL4ohA40RD101.A*Vdoa r4omAaiSdatdN,ftmcmepeeelslaquraei i I, CERTIFICATE HOLDER i..CANCELLATION I, SHOULD ANY OF THE ABOVE ICESCRIBED POUCLES BE CANCELLED IREFORR THE EXRRATTON DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDAMCE"IN THE POLICY PROVISIONS. Atr NORIM M"ATME 0 191014VO ACORD CORPORATION. All rights resemd. ACORD 2.6(20091091 The ACGRD Mama and logo "i r"W*red marks of ACORD , i i i CAW.; 40'-0"unit c O'SULLIVAN 9'-0" 5'-4" 6'-H" ARCHITECTS, INC. I GENERAL NOTES 13'-6' 3'-s' -9' 4'-6" 4'-s" 4'-0"m.o. ARCHITECTURE rDES10N rPLANNINO 1. FOUNDATIONS: A) ALL FOOTINGS SHALL.BEAR ON UNDISTURBED SOIL HAVING A MINIMUMDRIVE. BEARING CAPACITY OF 3,000 PSF(POUNDS PER SQUARE FOOT). 201 EDOLD,MAS ACHUS TTS o 216 ' ——————————————— WAKEFIELD,MASSACHUSETTS Ot B80 1 B) THE BOTTOM ELEVATION OF EXTERIOR FOOTINGS SHALL BE.A MINIMUM OF 4'-0"BELOW OUTSIDE GRADE.LOWER FOOTINGS AS REQUIRED TO REACH.GOOD T2"dia. crete. I Tek pHt)248-1687 rC It81)248.1683 j BEARING SONOTUSES TO " vwvW.osullNanerchltects.oom C THOROUGHLY COMPACT THE BOTTOM OF EXCAVATIONS PRIOR TO FORMING UNDISTURBED SOIL w/ 1 I I Prefabricated 6x6 pL columns, prefabricated.baco brae..t ew looeea,bmeelei Pmllntlm ew FOOTINGS. ' I I 1 bulkhead m 4eHpreutr erNbamer klmtlma xx:esar. ' o UNE OF 1 — I I w,sea,1.;—uLm+°rero m.una,nvmm D)ALL FOUNDATION WALLS SHALLL BE BACKFILLED EVENLY ON BOTH SIDES TO or In Pen,4poNabavnmw uw wns.n PREVENT UNBALANCED LOADINGS. 0 201 anwo leen rchite2a v.a ABOVE ® I I 0201U O'SWMenArchltects Mc. E) ALL BACKFILL USED INSIDE THE BUILDING SHALL BE WELL GRADED GRAVEL .c 1 .. --- I --- I WHICH SHALL BE THOROUGHLY COMPACTED IN 8"LAYERS.ON—SITE MATERIAL ;,I, ———— -- ----- MAY HE USED IF ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. - ------------------- -- J F) ALL CONCRETE SHALL BE PLACED IN DRY EXCAVATIONS. PUMP AWAY I -___ __ c __ ______ r----------J "s -------, i GROUND WATER AS REQUIRED. :� 1 ` I I - � I I 1 7e.0. found. I G) FOR CONSTRUCTION DURING WINTER,FOOTINGS AND FLOOR SLABS WILL ° e. I REQUIRE PROTECTION FROM FREEZING TEMPERATURES AT THE BEARING —J I 100-0" SURFACES UNTIL THE BUILDING IS ENCLOSED AND HEATED. I I 4"CONC.SLAB(3000 10"concrete Ind. I o 1 psi min.)W/6 MIL ..if w/20"x10" 1 2. CONCRETE: I 1 POLYETHYLENE VAPOR cont concrete ftg. 1 A) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 I 1 o BARRIER W/6X6X (typical) - I r 1 iv 10/10 W.W.M. REINF. 1 I P51 AT 28 DAYS. '2 a, I I T.O. slab OVER 6"MIN.COMP. I I 8) MAXIMUM ALLOWABLE SLUMP OF,CONCRETE SHALL NOT EXCEED 4". 1 I e�l.97'-7" GRAVEL Old Salem Village C) ALL CONCRETE WORK SHALL COMPLY WITH A.C.I. SPECIFICATIONS. I I I I 10'—B" 7,_8" 9,_8. 10._4" I I 3. REINFORCING STEEL: - °j I 1 r—BEAM BEAM A) ALL RDNGFORCING STEEL SHALL BE ASTM A615—GRADE 60 AND SHALL h frl— I POCKET r--1 f --, f"--, POCKET BE DETAILED,FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST I I_____I _yI� _ A.C.I. SPECIFICATIONS. 1 ------- I I I�� I I ------- I Lina of boom L--J8) WELDED WIRE FABRIC(W.W.F.) SHALL BE ASTM A-185.LAP ALL SPLICES � above12"MINIMUM. SECURELY FASTEN W.W.F. IN PLACE TO PREVENT MOVEMENT I 314" DIA, h.w. lolly I DURING CONCRETE PLACEMENT. I COLUMN WITH TOP 1 'I 0 1 AND BOTTOM PLATE I I C) ALL HORIZONTAL RODS ARE CONTINUOUS. THE LENGTH OF ALL LAP I 1 ON 30"X 30" X 1Y 1 I SPLICES SHALL BE AS REQUIRED FOR"CLASS B"TENSION SPLICES PER THE °D I 'o� CONCRETE FOOTING 1 LATEST A.C.I.CODE REQUIREMENTS UNLESS OTHERWISE NOTED ON THE e I I TYP.(SEE DETAIL) 1 i Route -i /j STRUCTURAL DRAWINGS.PROVIDE CORNER RODS AS DETAILED ON THE CONTRACT I line of b 1. 1 4 DRAWINGS. o ~ I L1 above BEAM I I w 1 6 POCKET -------------------------- , in North Andover, MA j D) PROVIDE A CLEAR COVER FROM REINFORCING STEEL TO ADJACENT < —1 I I I I T,. CONCRETE SURFACES AS FOLLOWS: '---- -- BOTTOM OF FOOTING 3" I L_—J r , 1 PIERS AND WALLS 1 1/2"(EXCEPT 2" AT}6 AND LARGER BARS) I BEAM I I T.O. slab 1 I THESE DIMENSIONS SHALL BE CONSIDERED ACTUAL AND ARE NOT TO BE 1 I POCKET I I -(hi I I ADJUSTED IN EITHER DIRECTION. I I I I 1 al.99'-8" I I 1', 1 - E) ALL REINFORCING RODS AND W.W.F.SHALL HE SECURED IN PROPOER / 1 I 1O } "C /� } POSITION ON CHAIRS OR HOLSTERS AS MANUFACTURED BY RICHMOND SCREW I 1 i line of A— I 4"CONC.SLAB(3000. 1 I Unit "V—Alt." 1 i •i ' above I W1 6 MIL. POLYETsi HYLENE VAPOR 1 n .• I BARRIER W/6X6X I 1 I 10/10 W.W.M.REINF. I I .Foundation Plan FOOTING NOTES: I I I OVER 6"MIN. COMP. I 1 1. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE aj 1 I line of bae� I I I GRAVEL 7 1 1 TREATED. N I i above 1 I 1 I I 1 z r Al r< 2. TOP OF MAIN FOUNDATION WALL ASSUMED TO BE 100'-0". 1 3. FOOTING ELEVATIONS REPRESENT A MINIMUM ALLOWABLE I L--J L I o I 1 DEPTH. ALL FOOTINGS MUST BE PLACED ON UNDISURBED SOIL I 1 BEAM I 10"concrete Ind. o I OR COMPACTED FILL,BUT IN NO CASE LESS THAN THE FROST ;a I I POCKET 1 wall w/20"x10" m a 1 I Key-Lime, Inc. UNE DEPTH (4'-0"MIN.) CONTRACTOR TO VERIFY SOIL 1 1 1 I 'j I I cont. concrete Itg, a 1 I 1538 Turnpike St CONDITIONS UNDER ALL FOOTINGS. 1 I 10'-8' ^ a'-2" 3'-4"1 1 (typical) V1 0_ I 1 North Andover.MA 01845 I I up I 1 a I I 14r I I 1 I 1 ---_----J I drop wall 12"be" 1 I pt® T.o.slab I 1 I I--------J 1 gorage door low I L----------- -----el.99'-4—_A 1 ------------ ---------� L----------4. I o 1 -I ---------------------- —J 4" DRIVE OUT DRIVE OUT of. 99'-4" 1r 99'-4" SCALE: As Noted FILL FOR 1 I PORCH SLAB ISSUED/DRAWN BY v08/09/2010 - 2" 8'-7" - 19'-4"m.o. 0 i REVISED/REVISED BY - 1'-4" 9'-7" 20'-4" 1026/10 40'-0" —! FOUNDATION PLAN — UNIT C—Alt. Scale:1/1V_V-9 JOB NO: 04022 1 _i SHEET NUMBER I Al w I 4 d I DOOR SCHEDULE 'NUMBER TWE - MAIL I jW� H HEIGHT THICK REMARKS - aLl-...N. dl ENTRY MTL NSUL . 6-8 1 3 4' W 2-12 SIDELIGHTd2 SINGLE . MTL. INSUL " 6'-8" 13 4 20 MIN.'RATED W SEHINGESCAIW% d3 SINGLE WOOD. 0 6-B' 1 3/8" - - - d4 SINGLE WOOD 6-8 13/8 - I - WS- DBL SwingWOOD 2•-0" 6•-8" 13/8 _ 76 SLIDER WD. GLASS 6•-8 . 1 3 4d7 DBL BI-F WOOD 2'-6• 6-8 1 3d8 bulkhead MTL NSU 6-8" 1 3 4GARAGE M1L. NSUL " 7'-0" 2" METAL OVERHEAD DOOR w I'-0"transom - d10 SINGLE WOOD 1'-6" 6'-8" 1 3 8 - 40'-O• d" DOUBLE WOOD 2 3'-O• W-8" 1 3 8 - - 19'-0- 21'-G' - - O'S.U L�L I V A N 012. SLIDER GLASS 9'-0" 6'-11• 1 3/8 nl 160611 W FIXED 33611S 9'm-6 4'-6" 5.-0. 9'-4• ARCHITECTS, I N.C. ARCHITECTURE-DESIGN-PLANNING . - 201 EDGEWATER DRIVE,SUITE 216 WAKERELD,MASSACHUSETTS 01860 40'-0 Tet(781)246-1667 Fax:(/81)246.1868 21•-0" 3'-B" 8'-2" W-0" '-2 deck www.osunWenarohitects.com c14'- x 10'-0" ,fw--anvA+o-mta.pwubeWrww.n p.paw . r>-e,.new neeeen wzea.a Rb-d�eon erq . anh mpnxena.eme,-Mwxnx%h an . Rwa-«npioauWan lr/aMmWna.hwlaM ON TO GE «bpmt,wp�WmlladvNlgulaw wnelne, I q. G ADE. $ paw O0 20100 OSu�nA olnbocts Inc. ' r--- .. "k ooh N ---4 I _ I I' € I I I DIRECTbVENT • To e I GAS burning 1 o fireplace I e ak i hte above W Ij_C. m. bedroom ' t eky0ghta —t 'm yl 9 Y 15'-2•x 13'-4• above - c r--- -� I ! h •i % __ � rfom TO I I "1 ooen�' I I line of 1 - o o• I 1 18'-4"x 12'-7 I I I 5'-2" 5'-6" 10'-2" ` - L-_J .below L_--J line of bedroom 2 8'-0• 1 W-0" 15'-6"x 16'-8" cing ht L 10'�--J B• ----------------------- ---J cing ht 4r I o 1 Cl skylight q skylight i O r Old Salem Village - " -6 -- O Ir line of -7 O do 36-high halfwall �o $s ,aft above o u w/wood cap _.I 2'-4• - 4' 0- ab a dining room o 15'-0"z 9'-0" O0 O loft 22'-7"x 22'-4" O bath .6.x 1 -1 io line of 74 ' O I - o 02 c '0 tub 1 .. o loft above I C n la V. x p 1 - "� c 3'-8' •-O"c.o. 4'-10" I s wj3'-2" 8-4 4'-1" 3'-7'T 4'-2' haws- S.L6" I e � I 48 bath Route 114 ® do + --- - - I 16r ., 43 22"x30" ° u q, North Andover, MA wood o access I I , '. railing O Penal 1 I I u 36"a.f.f. r I I e7 THE CEILING.OF GARAGTHE WTHE ALLS gbaoe�2 to 10 bedroom 3 a °° I kitchen OQ 9 � 14r BEabove TWEENc THE GARSA h ` C 20'-0-z 8'-9• r 10'-10"x 11'-2" Unit "C-Alt."i •m line of \ LASINGLE YER OF tf 8-0 Ilne of �W Q TYPE X GYP.BD„5/8” a' chtg hl - I PROTECT STEEL.BEAMS oo --- $ -- cing ht • I $y4 WITH 5/8-TWE•X'GW. r---- R§F BD. First & Second - ---- ---- a I I e yg N ----------- I 6'-0"kneewoli I 1 - _ I line < Floor Plans 1 22•x30- ¢ I I '-8 3'-2 —10"opng 2'-10" ^4'-0" abovet beam Cor oo as I I I 1 ora a Panels I I _ 'n I brkfS I I d 20'-0"x 21'-4• . I c I I I I 91 o 10'-10' 10'-7" I u up l6ro -----x------- b s-6- i-----------I i-----------I Key—Lime, Inc. I m I I I I I IIS o er o I I 1 1538 Turnpike St I 11 I I I I I North Andover,MA 01845 ' I OH 411 I 'n I I I I m I I I 1 I I I ,i I I I I To --- ----- or h v 1 L lim st t 29' 11- __Po_ 8"boxed plain 1 panel fypon columns#163409 SCALE: AS Noted i 19-0• 6'-01/2" 6'-0,/2" 8'-11" 4'-2" 4'-4" - ISSUED/DRAWN BY . 40'-0" 1'-9" 4'-2" 4•-2" 5'-2• 1d-0" 5'-6• 08/09/2010 . 8'-4" - 8'-1l" 21'-0' � 40'-0" REVISED/REVISED BY 1026/10 f 2 SECOND FLOOR- UNIT C-Alt. �FIRST FLOOR PLAN - UNITS C-Alt. �.. Scele:,/4•_,•-0• ' Saete:,/4•=,•-O• ani,a a. f. 08,G9,2G,G JOB NO: 04022 I - first floor 1303 s.f. i j second floor 1090 s.f. SHEET NUMBER total garage 448 s.f. A2 1 r j 9 w 1 conL ridge vent cont. ridge vent .. HARD[-PLANK - .. SHAKES .. r ^ I cont.ridge vent i• L_'It-turol asphalt - //13'-7 7 \ shingle(typeLO'S U L L I V A N archlteetural 7 Z ;2`\ 12 ayp,7ahk,g 'e ARCHITECTS, INC. top plots - /10 I,o\ to ate 6r / \ i ./ \ / \ ARlN4f,ECTURE•DEBION rPLANNINa 201 EDOEWATER DRNE,SUITE 276 / \\ along / _ ® ® \` WAKEFlEID,IW1.43ACHUSER501880 / ICE&WATER SHIELD, `\ Tet(781)248-1667 F=(781)248-1683 / x HARDI-PLANK // 6 7/� TYP.3'-O'-[]eye. eaves& / i ` w \ vvw.oaWlNevleu'chltects.cam SHAKES dortneRS,&CENTERED / g; 5 0 \ / ON ROOF-WALL \ \ INTERSECTIONS(TYP,) o -- -____ \\ 7twee mwl..o.ane epedmetYro w»Hawse gutters&leaders(t // � `----- ravr crew kxa0an x+almted.suuk.soneb . _ / 1 ueY c�nry wwW maw WvMW bcaeon . ____ . 9eaand Haar ,---- --�- second boor Rana wrapnaucron by wwrrwa.oa,Y+wnole wY qwt,b TaNNW wNxx4 awwnaen muaionaos�rven aavYaY,p,a. I 6"PAINTED WOOD gutters&leaders(t O 2010 O•SWIlven Architects Inc. CORNER BOARDS(TYP) ' 4"PAINTED WOOD 6"PAINTED WOOD j wino I mound doors& ®® D aFI CORNER BOARDS(TYP) windows 1 HARDI-PLANK SIDING �0�� OOOO a"PAINTED WOOD trim round doors&windows c 5 H Hal h 000a oaoo 8`boxed Aloin 5 5 MARDI-PLANK SIDING 5 o 00 TYP. j irstflsp/1163409 0000 0000 ` ' first floor nral noon GRADE ooao a000 GRADE j ) I lx pointed wood I I I I I I I I 8"boxed plain III Old Salem Village water table I _______...rl_LI I I anal f ;1 I I I I I I I columna 163409 I I I I I ---------r - ----------- I I I I I _i I I I I I I •I I I I I I I NOTE: I I I I I I I I I WINDOW DESIGNATION BY I _______________________ ANDERSEN 200 SERIES Windows I I I I I - I r- ______________________r3_LI UNLESS OTHERWISE NOTED I_ ___________________-_________-_---___-______________ i FRONT ELEVATION - UNIT C-ALT. 2 LEFT SIDE ELEVATION - UNIT C-ALT. 1 scale:,/a•-r-o• soele: ,At• i Route 114 North Andover;MA I cont. ridge vent I e' cont. ridge vent I HARDI-PLANK i SHAKES r _________________________-- I. r12 • I L architectural asphalt - l0I 12 0 H 11 shingle.(typ - i e I Unit C - Alt. 7 Elevations I / valiux skylight architeelural // 72 model #304 asphalt shingle / top Plate r--___ __, r___ ____, top plate (typ) / 6 g I I I I I _ ®FEB ®® Y I I 1 I I ' ICE&WATER SHIELD, ®®® I I I I' I - TYP.3'-0" alon I I I I I ICE&WATER SHIELD, // _ -11 P.eaves& I I i I I TYP.volleys. O"along / K6 1538 OmPike St 1@, )1'"7C. d—Z11S,&CENTERED 44 h I I 1 I - I domtsaaves& // 4 h North Andover,MA 01845 + ON ROOF-WALL 0 5 OS OS INTERSECTIONS(TYP.) I L________J L____----J / L___ __ ________ J/ ' second floor second floor gutters&leaders(t gutters&leaders(t r 6"PAINTED WOOD ® ® 6"PAINTED W000 CORNER BOARDS(TYP) CORNER BOARDS(TYP) ® ® ® SCALE: A9 Noted _ 47 PAINTED WOOD 4`PAINTED WOOD ISSUED/DRAWN BY tr'en around doors& trim around doors& 4 h windows windows 16 1 3 6 s HARDI-PLANK SIDING 0 3 7-20-06 HARDI-PLANK SIDING ( ) eoe,e..�,vau«vm (TYP.) Drat Ooor first floor 1FIEVISED/REVISED BY 1 0/26/10 GRADE GRADE - - f I I pre,abrideoted bilco I --- I NOTE: - .I_I - I NOTE: I I 1 1 I I bulkhead I L--=- I WINDOW DESIGNATION BY I WINDOW DESIGNATItNJ BY I I I I - I ANDERSEN 200 SERIES Windows I I r-., ANDERSEN 200 SERIES 11 I I - ( UNLESS.OTHERWISE NOTED I I L--1 Windows UNLESS OTHERWISE I I 1 I 'J08 NO: 04022 NOTED 11------4 i I 1 - I I I I SHEET NUMBER A3 3 REAR ELEVATION - UNIT C -ALT. RIGHT SIDE ELEVATION - UNIT C-ALT. Scale:1/4• 1W Y Scale:1/4-i•-O' t tf � • O' SULLIVAN ARCHITECTS, INC. ARCHRECTURE-DESIGN-PLANNING 201 EDGEWATER DRIVE.SUITE 216 i WAKEFIELD.MASSACHUSETTS 01880 6 Tel:(781)246.1eW Fax(781)246-1683 6 A6 �^_^ - www.osuliNanerchltacts.00m . ^( Ynu arwow ens qr wcemrw wen craved Putaoa( I I 1 ...romre.rrrrnwwmaa«rmMaae.mn­ 1 1 12 12 Rano«npoauatan b/ergmaacd,InwMa J 12 — 10 _ t10 R FR IG AFTERS. oom+wrbmor awt .no' j10 ,2 z 10 PLANS O 20o8 OSuANen Architects Inc. i ROOF F RAFTERS.SEE FRAMING 12 attic SEE PLANS PLANS FRAMING SEE FRAMING 6 r X4 OttIC 2X4 PLANS KNEEWALL KNEEWALL KNEEWALL / � ABOVE O ABOVE O ABOVE O / 6'O.0- ----- [ELM C t / BEAM SEE tliamlN6 ,cin le. fBREarirlNGE _ BEAM SEE cin to O PLANFRamG -- g.h x / FRamING t69'ob W/ PLAN PLAN 16"o.c.W/ PLAN - / PLAN R-30 BATT. R-30 BATT. R-30 t ��/ fNSUI. R-15 BATT INSUL ( BATT 2X10 cin. = g / i s 1 1 INSUL INSUL jets O16" T o / / bedroom storage � �\ I I I 1 o.c.W/R-30 1 0 // #2 bath ���� Old Salem Village i I IOft io BATT.INSUL � � a :n 10 second Boor {I second floor ( " 2 i^ i 1 $ x4 Interior floor joists 1 s I floor joists. see stud wall O floor joists. see lramin ,ons w/r-19 batt 2.4 exterior O BEAM SEE 9 P 16'o.c.w/ 2X4 EXTERIOR T^ fromin9 plane 2X4 EXTERIOR BEAM SEE Inwl.sae stud wall O "s, FRamING WOOD SND WALL = r-13 batt FRcmING framingcans WOOD STUD WALL PLAN t- 2X4 E%TLRIOR P 16"ox. I O 16'O.C.W/ o o BEAM SEE x O 16"O.C. W/ PLAN R-13 BATT o I FRamING WOOD STUD WALL R-13 BATT i NOTE, n PIAN S R 13 BATT W/ INSULATION = M. bath GARAGE&THE GOF THE INE WALLS INSULATION '� o living nin9 a INSULATON ; c BETWEEN hIE GARAGE& garage room Dom kitchen borff�t N o a bedroom DWELLING REQUIRES A {p Tn 1 SIN('LE LAYER OF 5/8' Rou lG 1 14 E' GYP-BD first � �lirat floor P1/8"PERll ITCH SLAE FOOT MTO AW. ^,IN North Andover, MA • 4-.- GRADE GRADE floor joists . — / joists In -19 batt r w /r-19 batt o In see iS ineul.sea a. framing plana homing plans 4 ! _ UNFINISHED UNFINISHED N N 16 BASEMENT BASEMENT UnitC—Alt' tni SectiOt'lS m ( (� 1 4"CONC.SLAB(3000 psi min.)W/ ' ( 4"CONC.SLAB(3000 psi min.)W/ �- MIL. POLYETHYLENE VAPOR BARRIER MIL.POLYETHYLENE VAPOR BARRIER W/6X6X 10/10 W.W.M.REINF. OVER MI W/6X6X 10/10 W.W.M.REINF.OVER 6"MIN.COMP.GRAVEL 6" N.COMP.GRAVEL SECTION "C UNIT' SECTION "C UNIT' E Sale.1/B•-V-0, Key-Lime, Inc. p .1538 Tumpike St North Andover,MA 01845 I i i I SCALE: As Noted - - ISSUED/DRAWN BY 08/09/2010 e ocuw.".w+.m m REVISED/REVISED BY I i t JOB NO: 04022 SHEET NUMBER A4_ I membrana or - RIDGE VENT WITH - WOOD ROOF SHEATHING - - - - 3AFFLE VENT;2'MIN.CLEAR _ copPar FLASHING p.T. 2X6 SILL OVER CUT SHEATHING BACK MIN.1" SHINGLE COVER MR SPACE EXTERIOR WOOD 4FATHING stained handrail UNDER SIDING - SILI•BALER `FROM EACH SIDE OF RIDGE :SPHALT SHINGLES WITH ICE - WITH AIR INFILTR8-720 &OVER LEDGER - 3/4"WOOD SUBFLOOR ASPHALT SHINGLES °.NDWATERSHIELD, 36'UP EXTERIOR Typpp RIDGE BOARD• EXTERIOR SIDING - painted baluster 1x12 pointedSHEATHING WITH AIR WOOD ROOF +.00FAT AU.EAVES 8-777 skirt board with boso 1,658 INflLTRA710N BARRIERWOOD RAFTERS SHEATHING +URRICANE CUP, METAL FLASHING tx wood trim base molding LIMESTONE 1x wood Wm41MPSON H2 c FLOOR FRAMING ASPHALT SHINGL (or speed base) ,II. .• SEE FRAMING %ETAL DRIP 1'-0' ICE AND WATER "� 3/4'plywood with 11NETA a PLANS CEILING JOISTS, WOOD SHEATHING carpetX10 TRIM AND BATT ALTERNATE: METBRICKBAINSULATION FACED 2X4 OVER INSULATION jotterGYPSUM DRYWALL METAL GRIP EDGP.T.2X4 SILL .�.t1 f2"spoceCEILING OVER 1x12 painted 6 : 4"• )4"AIR SPACE O '.S U L L I V.A N CIMI: 16 0-0. \ VAPOR BARRIER 1X4 WOOD TRIM skirl board _ _ANT)1%J FURRING EXTERIOR with brosco 1,658 (2) REBAR ATLO(]CING 1XIO WOOD TRIMSTUD WALL boa.molding ARCHITECTS INC, •s .,OP GF WALL ,/2"Waco SOFFIT WITH l)oUBLE TOP (or inverted ._ REFER TO GENERAL RIDGE VENT DETA LT VENTp,,ATE Anrmd speed base) NOTES FOR ANCHOR- 5 _ ARCHRECTURE-DESIGN•PLANNING 'ONTINUOS SOFFl SCele: 1 1 1'-0' :".XTERIOR SIDING EXTERIOR STUD wood stringer W 4, ,°4"; BOLT SPAgNGWALL WITH BATT SOLID BLOCKING w WAKEFIELD.AMASSACHUSETTS 01880 XTERIOR WOOD S15 HEATHING INSULATION 24'O.C_ g CONCRETE MTH AIR INFILTRATION BARRIER d FOUDA710N WALL GYPSUM DRYWALL 1/2'WOOD SOFFIT ETE WOOD ROOF SIfEA1HING Tel:(78/)248.1667 Fmc 081)248.1683 OVER VAPOR 1/2'g.w.b. FOUNDATION WALL COMPACTED �A SAVE DETAIL&GUTTER BARRIER RAKE RETURN FILL ICE AND WATER SHIELD,36•WIDE Vaww.osuilivenarolntteota.cam 2 STAIR DETAIL ENTRY DETAIL ROOF AT ALL RAKES 1 Scale: 1 12'=1'-0' 3 ,1,.o.mwwsoe m s.p.ask.eo ww.n pnpwW 4 Scale: 1 12."=1'-0' ASPHALT SHINGLES b�u.YMiomean aide-iw.Rnlctlen.nE SCZ-- 1 12'=1'-0' SCele: 1 12"=1'-0' g• I.w�oo.ym tree uw xre w.e xxasa j GYPSUM DRYWALL OVER Raue-or nproduatlon by are'nwaw4 e,whde .ASPHALT SHINGLES YA7H ICE AND WATER � GYPSUM DRYWALL OVER VAPOR BARRIER ar hp-rtl-FraNEluidwlax�tawwnnw SHIELD.36"UP ROOF AT ALL EAVES VAPOR BARRIER EXTERIOR STUD WALL METAL DRIP EDGE a-2 +er�va+^�°i•-10- I EXTERIOR WOOD WITH BATT 0 2008 OSUANen ArcTdtede Irro. I WOOD RAFTERS � %a SHEATHING WITH AIR 3/4'WOOD SUBFLOOR 1X4 WOOD TRIM 1 EXTERIOR.W000 3/4•WOOD SUBFLOOR WOOD BEAM,MAINTAIN 2-CLEAR r RAILING INFILTRATION BARRIER SHEATHING WITH AIR SCUD BLOCKING AT SYSTEM EXTERIOR SIDING INFILTRATION BARRIER 4000,R BEAM A ROOF membrana or EXTERIOR SIDING 1X10 WOOD TRIM .0000 ROOF SHEATHING copper FLASHING ' ..ot-HANGERS UNDER SIDING RIM JOIST 0 LEDGER 1/2'WOOD SOFFIT ROOF RAFTERS iAFFLE VF147, 2'MIN. ••'. - - ! -LEAR.AIR SPACE METAL FLASHING j P.T.5/4 DECKrA FLOOR FRAMING WITH EXTERIOR SIDING DOUBLE TOP PLATE P.T.5/4 DEC( BOARDS FLOOR FRAMING WITH % 4'on 44"X 8" VAPOR BARRIER& EXTERIOR WOOD I BOARDS VAPOR BARRIER& WATERTABLE LEDGER ! BATT INSULATION, WITH SLOPED TOP BATT INSULATION, SHEATHING WITH EXTERIOR STUD WALL 1 P.T. WOOD - SEE FRAMING PLANS 2X P.T.SILL OVER SEE FRAMING PLANS AIR INFILTRATION ! BEAM,SEE BARRIER i - FRAMING SILL SEALER 2x wood sill BOXED OUT p.t.joists FLOOR FRAMING B RA DETAIL Old Salem Village I CEILING JOISTS AND REFER TO GENERAL 10 P-T.DECK simpson zmax L WITH BATT INSUL.. NOTES FOR ANCHOR H I 2x8•s Scale: 1 12'-1'-0° BAIT INSULATION Hat hang er } REFER TO PLANS I FRAMING Io 9 .:I f: BOLT SPACING i � 1 e 1 gypsum wallboard over ° blocking 024'o.c. EXTERIOR SIDING P.T. 2X10 LEDGER (2)#5 REBAR AT II^ 9 1x3 wood stropping and P.T. W000 POST THRU-BOLTED INTO RIM I. TOP OF WALL FINISH GRADE m 12"DIAMETER WITH SIMPSON"BC" JOIST,WITH WASHERS I a' (2)�5 REBAR ATexterior SH S vapor barrier CONCRETE FILLED ZMAX POST CAP EMBEDDED IN SEALANT •-+ 10" NOTES FOR ANCHOR - TOP OF FOUNDATION &AIR INFLTRAl10Nw SONOTUBE MATH I WOOD RAFTERS AND BATT INSULATION SIMPSON"ABU"ZMA% 2X6 SILL OVER P.T. 2X BOLT SPACING �� WALL BARRIER POST ANCHOR SILL OVER SILL SEALER CONCRETE \/�\/�\/�° .• CONCRETE metol Dashing FOUNDATION WALL // FOUNDATION WALL EXTERIOR STUD WALL s ROOF BEAM DETAIL DECK DETAIL a DECK DETAIL �FOUND./V1/ATERTABLE DETAIL 2x wall.`edge'L Scale: 1 117=1'-0' _� Scale: 1 1/2°=1'-0' � �SCeIH: 1 1/2°=1'-D° � SCHIe: 1 1/2'=1'-0' - � GYPSUM DRYWALL I OVER VAPOR BARRIER Route 1 1 4 WOOD SILL OVER EXTERIOR W000 S EXTERIOR STUD EXTERIOR SIDING BEYOND GYPSUM DRYWALL OVER 3/4"WOOD 2x6 SILL&SILL WITH AIR INFILTRATION WALL WITH VAPOR BARRIER second Door SUBFLOOR ` BARRIER BATT INSUL. membrana or 3 - AIR SPACE AT SIDE EXTERIOR SIDING UNDER TRIM SIL SE SILL OVER ��- 6� North Andover MA GYPSUM DRYWALL SILL SEALER I y END OF WOOD BEAM - BARRIER POR ASPHALT SHINGLES OR EXTERIOR WOOD 3/4•WOOD SUBFLOOR OPTIONAL PREFINISHED I FLOOR FRAMING- REFER METAL ft00FlNG OVER ICE& SHEATHING WITH AIR CRETE FOUNDATION TO PLANS WATER SHETLD WOOD SIMPSON'STRONG-TIE' BEAM-REFER TO WOOD HEADER INFILTRATION BARRIER COPPER FLASHING �• " / 1 EAM 'LLC'LALLY COLUMN CAP FRAMING PLANS LIMESTONE ix wood trim ^ I ROOF SHEATHING A g\os\ S• I 'I I I 3 1/2.DIA, SCHEDULE 1X4 TRIM WOOD CASING LEDGER IO 2X8 FRAMING "C-Alt." 1 11 .{� 1/2'STEEL PLATE WITH- 40 LALLY COLUMN .. !ly�10' n I` v-, `I-• 5/8'ANCHOR BOLTS 30"X 30"X 12"FOOTING CONTINUOS SEALANT FACE metal drip 4'CONCRETE SLAB SHIM AS BRICK S < i edge } c� I OVER VAPOR BARRIER WITH(3)jt5 REBAR E.W WINDOW REQUIRED �• •y 1X4 TRIM ED c-- 1.�- �'�7 landing FRAMING WOOD CEILING n� WITH BATT INSUL, JOISTS c^ ° cont sealant&ba REFER TO PLANS 10• rod,ea.side, all . e, :• around window 5/4 wood stool (2)#5 REBAR AT 1XiO wood TOP OF WALL TRIM I 2x I 16 woad apron )f'WSOD beam W/ ;.°.'c REFER TO GENERAL NOTES FOR ANCHOR SOFFIT W SPACER I PRESSURE TREATED, :�� � $"PLYWOOD WOOD SEAT '.I I' :I I shim as required / O�0 0' _ O 1X4 TRIM - BOLT SPACING CONTINOUS �{-•- \� EXTERIOR SND w r•4 °•4•� CONCRETE SOFFIT ANNT " Kea -Lim®, Inc. I. .• /� - •C � y' .� WALL WITH BATT \-4 fypon column Y 6'MIN. vinyl siding °� FOUNDATION WALL 1538 Turnpike St I COMPACTED / �� INSULATION > North Andover,MA 01845 I WOOD BEAM POCKET DETAIL FILL EXTERIOR WOOD LALLY COLUMN DETAIL ���\ ARNFlLTRATION BARRIER GYPSUM DRYWALL CONCRETE COMPACTED 15 COVER D PORCH DETAIL OVER VAPOR FOUNDATION WALL FILL BARRIER Scale: 1l/2'=1'-0` j scale: 112'=1'-a 12 scale` 112'`1`°' WINDOW D AIL �1ENTRY DETAIL (SIDE) NOTE EXTERIOR STUD WALL NOTE: 1 3.Scale: 1 12'=1'-0" Scale: 1 12'=1'-0' GYPSUM DRYWALL PROVIDE(2)CONTINUOUS#5 REBAR AT TOP AND PROVIDE(2)CONTINUOUS 85 REBAR AT TOP AND WITH BATF INSUL. OVER VAPOR :FILL TO BOTTOM OF FOUNDATION WALLS AND .BACKFILL TO BOTTOM OF FOUNDATION WALLS AND garage door (2)CONTINUOUS y5 REBAR AT ALL FOOTINGS FINISH GRADE 2)CONTINUOUS REBAR AT ALL FOOTINGS exterior EXIOR WOOD BARRIER R GRADE stud wall SHIER WITH AIR :RETE _ 100'- 4"CONK. FOUNDATION ,p INFILTRATION BARRIER 3 SCALE: AS Noted e ,. 4"CONCRETE /4•WOOD SUBFL SLAB OVER WALL .III asphalt GARAGE SLAB, skylight EXTERIOR SIDING _ VAPOR FREE DRAINING 1-I �\ \• • \ pavement PITCH TO DOOR RIM JOIST ISSUED/DRAWN BY. _GRAINING - BARRIER GRAVEL Wlhl _L WITH II-_III OVER 6" FILTER FABRIC II—II 08/092010 FABRIC_III FILL COMP \� METAL FLASHING I PROOFINGI= 2"RIGID - ROTECTO�- INSULATION ° V.x4'on 4'i X 8' REVISED/REVISED BY �- •.° ° / �o • '/ / ASPHALT SHINGLES OVER ICE& WATERTABLE �� (2)#5 REBAR, CON7� � � /_IWATER REBAR,CONTIN: •, •- AT BOTTOM OF I I �•. - PER METER OP,36"AROUND wood header NTH SLOPED TOP . TOM OF i OUNDATION - �. •• \ see framing plans 2X SIL L OVER SILSILL L OVER AND IN FOOTING WOOD ROOF SHEATHING I •\TION solid blocking 'n 1—II III-I �� - Z1R284�1 I�I ° UNDISTURBEWI=IIIII1 - TOP OF \ WOOD RAFTERS WITH wallboard REFER TO GENERAL ° _ SOIL BATT INSULATION gypsumNOTES FOR ANCHOR FLOOR FRAMING ••�• - • FOUNDATION DRAW •�• •r TOP OF .W• 6"COMPACTED BOLT SPACING / 11I=11 I - �.• ••! • BARRI RO&. n/� ATION DRAIM_- .•I•-8 - WRAPPED W1TH -_III 1-8' WALL VENT E FINISH CRAOE m p -BATT INSUL., JOB NO: 04022 1 solid blocking SEE FRAL!!NG -ED C-III=I I _ s" FILTER FABRIC _ n. 10" ill=III— — .. . _ —III-- — —.. — — a PLANS CONCRE�ETE FOOTING SITTINGI -_=III=III-III-III 1 KEYWAY-1 CONCRETE FOOTING ISITTINC= - -III-III-III-1I—15EYWAY –I FOU DAA double 2x10 TOP SOF FWNDA SHEET NUMBER -III-III=III=III- - --I a-I I I-I�I I'-I'In-' I I I I n_ WALL barrier ' TURF IL SOIL, - - ON UNDISTURBED SOIL. -III^III-III-III=ITN-ilia-UNDISTURBED gypsum wallboard over 1x3 wad Ip• �! T� W, 48'BELOW GRADE _.UNDISTURBED MIN.48"BELOW GRADE strapping and vapor b FO TION W III-III-III=III-111 T SOIL CONCRETE FOOTING DETAIL SOIL FOUNDATION/GARAGE DETAIL SKYLIGHT DETAIL FOUND./WATERTABLE DETAIL A5 ;BASEMENT FOOTING DETAIL 17 is � 20 1 Scale: 1 12'=1'-D' - Scale: 1 12 =1'-a. scale: 1 12•=1'-0' Scale: 1 12'=1'-0' Scale: 1 12'=r-0° r CAW ICE AND WATER SHETLD. (2)I x 9Yi LVL T 36 INCHES UP AT ALL EAVES - SKYLIGHT _ AND CENTERED ON VALLEYS � OPENINGS ROF AND ROOF WALL.INTERSECTIONS (2)13'4.'x 7Y.'LVL �k O'S ULLIVAN ARCHITECTS, INC. I Im ARCHfTECTl1RE rDESION rPLANNINO ® a I i CONT.BEAM W/ a L L•J(3)1�'X 9Y"LVL_J 201 EDCIEWATER DRIVE,SUITE 215 I I - i KNEEWALL ABOVE,SEE I I WAKEFIELD,MASSACHUSETTS 01880 ' G �11 �-------_------ —I SECOND Ix 9Y" Vflush V\ RTveav,tsvM ve(.wm7ww8,n1o�)ps2mN4ud•6aul.la1rvNe6uane8ndw7 nWm eeFnrtror=wxehmr.(lmt7.68acw1od),t2hsa4 eW.6�eh.u1oao6lnem8 3CEING FRAM NG PLAN I 4 � me. L F — SIZEFOR TI DBL her DBL hdr .02010 O''Suaven Architects Inc. CONT. BEAM W/ KNEEWALL ABOVE, SEE SECOND FLOOR \\\ CEILING FRAMING PLAN I o CONT. / \\ FOR SIZE s C) 11"x 1 e -.�I RIDGE ./ / \ \ Posr VENT / \ _ (2)13'i x 7Y' / \ 7, \1 1\1 hdr // i/// 10 12 _12L12\\\\ \ / ____ ------ I(/ \\ hdr l I 10 1 BEA No WALLS BELOW ---- 2X10 (2)13'a x 7Y'LVL Old Salem Village ALL SECOND FLOOR FRAMING hdr ——— OVERFRAMING TO BE 2X10 WOOD JOISTS ROOF PLAN ALL ROOF FRAMING TO BE AT 16"O.C.UNLESS OTHERWISE SECOND FLOOR FRAMING PLAN 1 6 Soele.1/e•�1-a 2X10 WOOD RAPIERS A7 OF FRAMING PLAN NOTED 2 6aete:l/8'e 1'-0• i6"O.C.UNLESS OTHERWISE '4 Seale:1/8'=T-O' NOTED i t i i Route 1 14 s North Andover, MA i framing notes3 A.2x10'. • 1.)all floor Mats.rafters, &telling Joists0 O 16 o.c.unless ' ' t. 2z10' s otherwise noted. ®16'o c. y I f 1 1 2.)provide solid blocking to foundation at all bearing poste y$ 4i double all Joists below partitions parallel with Joists. _ ! 3.)provide 1.1 mid on bridging at all span.over 10'-0" (2)13:"x 7Ys Unit "C- /�It.11 i or as recommsnded by engineered lumber manufacturer BEAM BELOW,SEE SECOND --__--- HDR. HDR. C rim �`// /"1 FLOOR FRAMING PLANSL _f— rra ' ng I'I anS 4.)provide double Joists at all sides of oil openings unless r I I otherwise noted. .i 5.)provide 2-2x10 headers at all windows and doom unless cont.(4) 1%"x 18" I cont otherwise noted. Ivl w/2x4 kneewall 0 (——1 r 1 16"O.C. to underside I 1 I(A mp x 914" 6.)all framing lumber 1000 fiber stress. a-1.2 million p.s.L LJ L.I Ivl dropped oI roof rafters 7.)"mlcroLLam(Ivl)". ParaLLam(psi)". "timberstrand(Isl) o0 2X10 LEDGER FOR Key-Lime, Inc. and"tJi/pro aeries ore registered trade marks. BAY RAFTERS p 8.)any substitutions of other brand beams must be checked _ (2)l;'�"x 14"LVL North Turnpike Bt and verified by supplier. as HDR. North Andover,MA 01845 9.)manufacturers specifications regarding installation must be followed for oil "engineered wood products." cont.(4)13a"x 18" attic access 10.)ANY WOOD IN CONTACT With concrete MUST BE pressure Ivl w/2x4 kneewail 0 treated 16"o.c. to underside ai 11.)Any posts shown on bu8ding plans or framing.plans of root rafters = cont. under booms shall be continuously supported to foundation ooh (3) 1�"z 914" IN (3)13oi x 9Yi IA T dropped isllush framed with walls or columns M bosement I floor Joists (z)131' x 14"LVL HOR. SCALE: AS Noted o h - ISSUED/DRAWN BY F —t- 08/09/2010 eosm,w,..ewmm iO 13ER2X10 OWOOD JOISTS REVISED BY - REVISED/ L�---_ _ ---- I I I AT 16"O.C.UNLESS OTHERWISE o2Bn o ————— NOTED J - FRAMING NOTE: THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE ALL SECOND FLOOR CEILING hdr WI FRAMING FOR THIS STRUCTURE,CONTRACTOR SHANOT FRAMING To BE 2x1O WOOD SECOND FLOOR CEI TNG FRA TNG PLAN D. FIRST FLOOR FRAMING PLAN SCALE THIS DRAWING FOR THE LOCATION OF FRAMING JOISTS AT 16"O.C.UNLESS `3 Scale:1/6'a 1'-O' 1 I MEMBERS.REFER TO THE PLANS,ELEVATIONS,AND SECTION OTHERWISE NOTED FOR DIMENSIONS AND HEIGHTS. JOB No: 04022 SHEET NUMBER I A6 I