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HomeMy WebLinkAboutBuilding Permit #708-13 - 10 MAYFLOWER DRIVE 4/26/2013 TOWN OF NORTH ANDOVER r� APPLICATION FOR PLAN EXAMINATIO Permit NO: �v Date Received 03 Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION © /' zqL Print.'. PROPERTY,OWNER —T Print? TOOXear0ld'8tructure yes'. MAP'NO: PARCEL: AZONING,DIS; RICT: �4 Histone District yes Machine.Shop Village - yes TYPE OF IMPROVEMENT PROPOSED USE Resid ntial Non- Residential ew Building One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: El El Other ❑'Spt cDemolition Well. El floodplain ❑Wetlands o Waf er - shed.District. .mater/Sewer DESCRIPTION OF WORK TO B,�j PERFORMED: Iden 'fication Please Type or Print Clearly) OWNER: Name: �t'e I �e �n� Phone: Address: /o f�eP •`c,¢- DR�`v I(jv .�doves wl�4 �>g 6�oPhone- CONTRACTOR Name e � _ // Address: l ? . 4'10 . 162*44,oy P, Supervisor's Constructio n Licenser. ©76302. , Exp:- Date: Home Improvement License; Exp: Date: r ARCHITECT/ ENGINEER 010AI0u; 4,04"X"4 Phone: 0-,0 %r b . No. Address:_ hl�`� Reg S�• (� � � 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.: "��� l Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund Signature of Agent/Owrie � ` ignature of contracto Plans Submitted C Plan Waived F1 Certified Plot . Stam ed Plans L� Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ -. Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ - Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE A PROVED PLANNING & DEVELOPMENT ❑ 4 13 COMMENTS r CONSERVATION Reviewed on 3 Signature COMMENTS . At HEALTH Reviewed on ' Signature COMMENTS' r , t Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes . Planning Board Decision: Comments Conservation Decision: Comments - Water& Sewer Con nection/sig nature& Date Driveway Permit y DPW Tow ]Engineer: Signature: Located 384 Osgood Street SIRE ®EPARTM-— Temp Dumpster on site yes no Y, cated at'124 MainStreet Fire Deparlmerit signature/date - r COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of fleeter 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 13 Notified for pickup - Date i E Doc.Building Permit Revised 2010 Building Department The following is a list of the required forms to be filled out for the appropriate.permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑- Engineering Affidavits for Engineered products DOTE: 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 o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o 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 40TE: All dumpster permits require sign off from Fire Dapartment prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Pp Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products 40`fE: 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 SubmAted with the building application Doe: Doc.Bui?,fiing permit Revised 2012 10 M Ck,� v D2ave— Location No. ' Date • TOWN OF NORTH ANDOVER • Certificate of Occupancy $ 3r Building/Frame Permit Fee $ Foundation Permit Fee $ 8th Other Permit Fee $ TOTAL $ Check# �t ' i 26332 f 'Etuilding Inspector F Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-075302 BENJAMN C OSOOOD 69 OLD VMLAGE LANE NO ANDOVER NSA 01845 Expiration Commissioner 12/0412014 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington,Massachusetts 01803 (800)876-2765 NCCI NO 40959 POLICY NO. WCC 5007581012012 PRIOR NO. WCC 5007581012011 ITEM 1. The insured Key Lime Inc Mail Address: 10 Hepatica Drive North Andover MA 01845 Street No. Town or City County State Zip Code FEIN xxxxx1218 ❑Individual ❑Partnership ®Corporation ❑Joint Venture ❑Association []Other Other workplaces not shown above: 2. The policy period is from 09/15/2012 to 09/15/2013 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance:Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 1,000.000 each accident Bodily Injury by Disease $ 1.000,000 Dolicy limit Bodily Injury by.Disease $ 1.000,000 each employee C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A D. This policy Includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 285896 SEE E(TENSION OF INFORMATIC NPAGE Minimum premium$ 500.00 Total Estimated Annual Premium $ 4,470.00 As indicated interim adjustments ofremium shall be p made: Deposit Premium $ 1,160.00 El Annually [I Semi Annually ® Quarterly C1 Monthly MA Assessment Chg. $4,026.02 x 4.2000% $169.00 This policy, including all endorsements,is hereby countersigned b . . —__L7/10/2012 Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY M P Roberts Insurance Agency STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP: Inc MA 5545 14 505 1060 Osgood Street North Andover,MA 01845 WC 00 00 01 A(7-11) Includes copyrighted materiel of the National Council on Compensation Insurance, used with its permission. r SA V11 AO O ' S ULLIVAN R P 4TsTorth Andover �A ARCH ITECTS, INC. i -t�C • 1 1 ARpi TECTURE�DE510N PLANNING M Tj ®�® OFMFMI �F - ooe�o�o aa�c�o DRAWING LIST ARCI-IITECT DEVELOPER SITE ENGINEER G1 GENERAL NOTES AND SYMBOLS O'SULLIVAN ARCHITECTSKEY-LIME, INC. 02 SPECIFICATIONS 201 EDGEWATER DR, STE 215 10 HEPATICA DRIVE HAYES ENGINEERING Al FOUNDATION PLAN WAKEFIELD, MA 01880 603 SALEM STREET A2 FIRST & SECOND FLOOR PLANS NORTH ANDOVER, MA 01845 WAKEFIELD, MA 01880 Voice (781) 246-1667 Voice (978) 683-3163 Voice (781) 246-2800 A3 ELEVATIONS Fax (781);246-1683 Fax (978) 685-1099 A4 SECTIONS Fax (781) 246-7596 I A5 DETAILS I A6 FRAMING PLANS o , A7 FRAMING DETAILS o CONSTRUCTION SET 06/08/2009 4 y DOOR SCHEDULE . ULE . 14UMBIM TYPE MATERIAL WIDTH OUGHT TMCRNS REMARKS f D1. ENTRY MTLJINSU_ 3•_1. 6•-8' 13/4 ENTRY DOOR W/16'TRANSOM - - D2 SINGLE MTL/MS _ 3'-0' 6'-8' .13/4.- D3 SINGLE WOOD Z-10' 6'-8' 1 3/8' - D4 SINGLE WOOD Z-8'. 6'-8' 13/6 D6. SINGLE WOCID T-6' 6'-8' 13/8 �► D6 SINGLE WOOD Z-4' 6-8' 13/8' - D7. SINGLE. WOOD 7-0' t. V3 .. DB- SINGLE WOOD (2) B 0 I S U L L I V A N - D9 DOUBLE WOOD (2)7-6' DIO SLIDER WD./GLASS 6_0' ANDERSEN PERMASHIELD PS51168Q - DII GARAGE MTLJINSI.I... 16'-0' METAL OVBRFBAD DOOR 39'-10' ARCHITECTS, INC. 10-3' - IO-0' T-T ARCHITECTURE.DESIGN.PLANNING 201 EDGEWATER DRIVE,SURE 215 - - WAKEFIELD,MASSACHUSETTS 01860 PERMENTQr - - RAILING•36' PREFABRICATEO Tel:(761)245-1887 Feu:(781)246-1683 ABOVE DECK BILCO'C SIZE' WW —ullive—rchltects.com 8Ui0LEAD A .B - tt»�a,ewpge e.a•P•d�e6ors vw•prper«f 10'-O' y� �«b ew�p.eedr u.tba�e��ie.nara nceuon O b a.w•«�roa<6a,ev enr rt»u,oa ti.rnle - - - – «been,i•nwc�t•e wm�o,.e,•wn „ - - 39-10' .. P•m+edm a as�w•.en aav�.oti.an. 0 2009 O'Sullivan Amhltecb Inc. ' TO DECK . - GRADE POST 15'-10' 10'-IO' POSTLD t DW C 0113ZGAs Powe ,I zo 8•_0• 6. Key-Lime, Inc. FIOEPLACE,DIRECT VENT RFAR 8.0 E32 I I 10 Hepatica Drive AROUND TlB COVER - - (Q North Andover,MA 01845 _ TSD GREAT ROOM soFFIrI I OP GLASS _ - L .7-6'APP. I I - KI 1-IEN – 9'-O'CLG. r, O M.BEDROOM AT � HT.RtPa7 Old Salem Village y, O _ 8'-6'GBL 15'•10' 4'5' 4'-7 7-10' Y VANITY 2X6 EXTERIOR STUD m 1-6- � 8 A u – or R I BATT INSULAT ON POSTE I I O SINK POST Pt- W-10• - o - LIN _ in RAILING•36' 8.0 COLIFvW I I LAV. O t� REF. o D6 ABOVE STAIR COVEi2 in — in a POST. POST er Da POST POST `Q WALLVE4'_3. r . Bd.TO to ---- – – – ------- .p in 3'-0'W X7-6.14 - 10'-10' 9'-4' 10 BELOW � POST LoPBJ TO ABOVE? b \ CASED OPENING 16R O RAILING• HALL R3 b POST 36*n A 6R STAIRS tv 36'VE IAPP. O �ACCESSATTIC 9 Da h h % `LINE.ROVE - Route -I -I 4- in CN DN 7 5R 4R POST North Andover, MA 10 METHOD 5 5'-0W X 7-641 m i� E I�CASW OPENMG `. _ 7-8' 06 I•-10' _7' 5'-0' in ns 6'-T - I2'-T < BRACED 2X6 POST' O. Q o e 6'-O'DBL. a_ =L4 T BEDO 3 gl 4 A.SEE BEARING TO VANITYBELOW) .6, WALL 4'-0• VEDINING ROOM� De � POST WT(TYPG. - 15._,O. 5._5. 6._5. IT-T�L'I ----_--- - -------------- pUr � itPOST } p ,-,1POST ' POST POSTBEAM COLU.W � POST � POST FIr'St $t S@CQrldUNBATT INSLL _ .. _ O BOVE IN WALL BETWEEN �` CO-UbN - T-3' 7-3 W/DeBEDRM 7. - Floor Pians f . .,Yo _ L ROOF PROVIDE 5/8'TYPE'X MIN. MI ❑ SOW — GYPSLM BOARD ON THE . 32X60 CEILING AND WALLS OF THE POST T �� 8'X8'PORCH TUB/S140WBR SIDES OF ANY DROPPED GARAGE AND A20LM ALL �'4D 'rYP N COVER. BEAMS IN 11�GARAGE O r POST W/ POST W/ 'P "� 0 SIF,PSON SIMPSCN ASU44 BASE ABU44 BASE . W I•C• BEDROOM O'2 – – � GARAGE 6-g 11._7 o ebro i O MA 192 POST. ___ Al . � _ –:.--POST ---- -------------- pt- POST. .. Iv .. - ––––––––– L-7_ – – –––––___– . - - – ––``–LInE SCALE: As Noted 3•-8' -11'. 7-11' 6'-3' - 6'-3' - - - WALL ABOVE .. T-4' 14'-7 � � � 5'-10..: 17.6' 10'-9' 10`-9' 7-ll' T-II' 6'-3' 6•-3• ISSUED/DRAWN BY . - - - 21'-6' S'-10' IZ-6' 06/08/2009 39-10' REVISED/REVISED BY @SECOND FLOOR PLAN 0LRST FLOOR PLAN - soele.va_,-a UNIT H 06/08/2009 FIRST FLOCK 992 SP. JOB NO: 04022 SECOND FLOOR 1365 S.F. TOTAL- 2357 sP. SHEET NUMBER - GARAGE 444 SF. A2 / 24 i 201 EDGEWATER DRIVE,SUITE 215 nOMNI -_ _- - ❑❑❑ ■ �■ _ =-1 ■■■ 1 -� - ■■■ I■a ■R�M 111 s..v���e w.�iw 1111 = _ ■L!I1 ■■■ ■®■ 6 = ■■■ ■■■ o ■■■ _ ■■■ ,_ OM vIm sM��a� ®�=1]■®® ®■■ : ■■■ � �J ■■■ �:_ ■■■ -�' R tiiii�i — ®-'� 0000 = ue _�■ it�� ��■■wis �_. `= �� _ MIN_ _ -- _ �0 00000 _ - i _ �0����1������I�������������I- - - ���II����Ii!�Il�i��i�i�!� �0!�'���'r� .Hepatica Ortve North Ando�r,MA 01845 Old Salem Village : D Route 1 14 v vNorth . ,o _ •r - s� Elevations ■■11 ■■■ - ■■■ -' !No REMME1Q�,■ � ONION ■■■ — _ � "��� .■11�Ii�i1i o TAP ■■■ ■■■ ■_ ■ie■ ■■■ _ 'I -� ■■■ G� T -- [I■■■ son SCALE: As Noted �❑ ice®[Fos'so's]mom' icx i'lal ���'S, —:s —' ��� -a••. 06/08/2069 Ic i■ ®i--=�I�I���IIII������'���,�Ii lull_- i:_ �li���������', � ��i� !�'�II'I'���IIRISEDIREVISEDEY .- 04022 SHEET NUMBER A3 ®- �- . CONT.RIDGE VENT . - RIDGE BOARD,SEE PROVIDE OPENINGS IN OLLAR TIES.SEE . -- FRAMING PLANS OVIE RRRAMED ROOF FRAMING PLANS . - - VENTILATION TO PROVIDE _ COLLAR TIES.SEE VENTILATION . . - FRAMING PLANS ROOF FRAMING. .. PLANSREFIER 70 FRAMING . 8 .. CEILING FRAMING WITH _ .ATTIC - R30 BATT INSSLLATIIXN, - REFER TO FRAMING PLANS �- AM.SEE - - - - FRAMING PLANS .. h T.O.PLATE OISULLIVAN ARCHITECTS, INC. BEAM SEE BEAM,SEE . - - - FRAMING PLANS FS � � - � _R� ARCHITECTURE-DESIGN-PLANNING 201 EDGEWATER DRIVE,SUITE 216 M. BEDRM. HALL W/D BEDRM. u2 WAKEFIELD,MASSACHUSETTS 01680 3 Q Tel:(781)246.1887 Fent(781)248.1883 SOLID WOOD w .08ullivanamhltects.com . h SECOND FLOOR _ .O ns BLOCKING .y ., TI»s w.vanp••ra.e.mtuuw.wwe w•vr.a .. r«rw.•r nb uce-en Mxac.i.-.mon•rm . - - q.����Y Im11se ro Mw Id•rMYtl bo•41�. •Me-ucem Gy r<y�n-,MwYd• . CONT.AIR BARRIEREI/7 «mvert.t•arcrv-n•a»�rw tt»..rrn•n . - - WOOD SHEATHING OVER - SOFFIT - c«n+ewondc'suen.wimcte.o-c. . - 2X6 EXT.WOOD STUDS•16' BEYOND - BE+AM,SEE BEAM SEE O 2008 O'Sullivan Archft-t.Inc. - O.C..R19 BATT INSU_.VAPOR - FRAMING PLANS FRAMING . 11. BARRIER E 1/2 G.W.B.. g PLANS a t GREAT RM. w BEARNo GARAGE FRAMING PLANS ne . - - FIRST FLOOR 1 18 GRADE 6X6 P.T.POST ON I I BEAM GRADE 12'DIA.CONCRETE - 3-1/7 DIA HW.LA I I BEYOND 4'CONIC.SLAB WITH 6 MIL Y POLYETHYLENE VAPOR BARRIER, FILLED SIXLR13ED COLUMN WITH TOP q I I 6X6X10/10 WWF.REINF17 ORCING Old Salem Village TO UNDISTURBED AND BOTTOM PLATE 7f I I B MT. -OVER 6'MIN COMPACTED FILL, SOIL(TYP.) ON 30'X 30'X S I 1 PITCH ED TO DRAIN — Q . - .. CONCRETE FOOTING NG b I ,1 1 ROLLED-1,P ROLLED-LP TYP.(SEE DETAIL) ti i 1 10'CONCRETE FOUNDATION `_J �. �HOUSE-WRAP FIOUSEWRAP I-pUSEWRAP I I WALL WITH 20X10'CONT. AND ROLL LP EXPOSED ,. CONCRETE FOOTING(TYP.) EXPOSING EXPOSED SHEATHING - 1 SHEATHING WINDOW SWATHING L-—— 15 . - -CUT WINDOW SEAL HEAD E - 18 HOUSE-WRAP OPENING JAMBS OF - ^S Ae G. INTO INSTALL ALL A SECTION @GARAGE OPENING FLEXIBLE WINDOW s ele 1/a t a OUTLINE OF MISVIBRANE UNIT WITH -{ WINDOW OVER SIL FLANGES ING Route 1 4 OVER SILL BTEP.1 OPENING STEP 2 AM UP 9TEP 3 SEALANT CONT.RIDGE VENT S DE6,4 North Andover, MA MIN NKJTEr - - RIDGE BOARD,SEE — 3 PROVIDE COIY7INA.K7U5 AIR INFILTRATION BARRIBt USE ADDITIONAL WINDOW FRAMING PLANS ON IXTERIOR SIDE OF WALL SI-EATHING AND 4 MIL BY MAN FA TU RECOMENDED POLYETHYLENE!VAPOR BA2RIB2 ON WARM SIDE OF L RH AP BY MANJFACTURER IN WIND COLLAR TIER.SEE UNROLL TOP FLAP ALL WALL,FLOOR AND CEILING INSULATION TAPE EXPOSED BORNE DEBRIS REROOF FRAMING. REGIONS ROOF PLANS 12 AND SEAL ALL JOINTS AND PENETRATIONS OF AIR - - SHEATHING AND TAPE SIDES REFEAND VAPOR BARRIERSR TO FRAMING PLANS � �6 . 1 ❑ AND WINDOW 4gAD - - - CEILING FRAMING WITH R30 U 11 INSTALL BATT INSULATION, 12 ATTIC MevIBQBEAM.,SEE SeALAN nlE TO FRAMING PLANS 9� h L� SEALANT SEAL ALL AROUND FRAMING S O Ct H O S COVERING I INTERIOR OF WINDOW � - - FIRST 1 BETWEEN WINDOW — PLANS . FIRST WIT AND FRAMING - AT JAMBS STEP 4 THF AD TS STEP a - T.O.FLA CONT.AIR BARRIER E 1/7 ` PORCH RAFTERS, � 1N?OW INSTALLATION WOOD S1-EAT14ING OVER SEE FRAMING 2X6 EM.WOOD STUDS.16' PLANS O.Q.P19 BATT BARRIER E 1/2 Gam•VAPOR RAILING• JOISTS.SEES W.LC. M. BEDRM. HALL FRAMING Kay-Lime, Inc- . - - 36'APF. 10 H / 0 1 Q FLOOR FRAMING. I — —— —^ 10 No 1845 \Y REFER TO Ae 1 SECOND FLOOR. 1. FRAMING PLANS 1. I- � 1 -� ° s V I 1 1 2 ee r- 6 we AS � BEAM SEE FRAMING - - _ - - BEAM,SEE � I 1 1S � FLANS - - ,FRAMING PLANS I I Q� BEAM SEE AMING S'BOXED PLAIN PANEL 1 I (t BRKEST. LAV. FOYER PSL FYPCN COLUMN-163409 SCALE: As Noted 1 Iz 1 1 3 CONCRETE PORCH ISSUED/DRAWN BY BEYONDEULKI-EAD -I I'1' a J I. sue 06/08/2009 1 .. _ 4FIRST FLOOR - --- � errer..�warrr..b REVISED/REVISED BY GRADE !i - 3-1/T DIA HW.LALLY FS FLOOR AIMING WITH —— 'COLUMN WITH TOP - RI9 BATT INSULATION, AIN BonoM PLATE BASEMENT R�T FRAMING 6'CONCRETE—/ � ON 30'X 30'X 12' PLANS FOUND.WALL CONCRETE FOOTING b WITH 16'X8'CONT. TYP.(SEE DETAIL) ,� FONCQsM OTING .J08 No: 04022 Iv SHEET NUMBER SECTION @FOYER A4 . r o - so le va i a GUTTER E RAIN B -- LEADER,(TYP) Aa q4 6-16D NAILS CEILING JOISTS TO RAFTERS, ICE AND WATER SHIELD,' (TYPJ - _.. 36.INCHES LP AT ALL EAVES AND CENTERED -'ON VALLEYS AND ROOF WALL INTERSECTIONS i LINE OF EXT. H]R. N7R. WALL BELOW. (I �I HIM.H2.5 (3)I�,j X 113W LVL (3)I�'X (TYPJ - Iy E0.IRRIQ EA.CLIP a DROPPED DROPPED LVL N END OF EA.RAFTER 2X8 COLLAR O EXTEND COM,RIDGE.. c0 I TIES a 32'O.C. FULL WIDTH OF - VEM.(TYPJ - - WALL PANEL I I I I I I I I I I I I I I CONTINUOUS _ _I I STRUCTURAL PANEL SHEATHING (D OVERFRAI I I I I I I I I ALL EXTERIOR MED I WALLS.SEE X/X.X I I RAFTERS . I - BEARING PAFTEO ' SULLIVAN RAMED WALL COM.(2)2X10'5 I RAFTERS 8'-0'* CONT. ARCHITECTS, INC. GUTTER E RAIN CEIILING BEAM BELOW, - y)) LEADER,(TYPJ SSLEEE It FRAMING ��CEILING BEAM BELOW, METHOD 5 Y ANS SEE CEILING FRAMING B.WP.GYPSUM b - ARCh1REOTURE DES R3N-PLANNING PLANSWALL.SEE I _ _ 4/A7 y 201 EDGEWATER DRNE,SURE 215 I - _ WAKEFIELD,MASSACHUSETTS 01880 8/12 (3)2XI0'S Tel;(781)24& 87 Feu; 18 8/12 DROPPED (781)24(l-1683 - _ _ t WvJw.osullh�enerchitecte.com (4)13q'X IB'LVL po9 •t .ICE AND WA7ER 2X6 COLLAR _ DROPPED COMECT SHIELD ON EMIRE - n�•ae a,evnnpa v,a . PORCH ROOF - TIES-32'O.C. POWs S, W/3 m�e(n»wceum I °1•a _ ROWS SIMa50N Y SIMPSON AC4 (3)2X10'5 « •ar».ayl•un+c.eroy,n nermll,a, �. ALL ROOF FRAMING TO BE - PRO SDS•16'O.C. OR ACE4 CAPS DROPPED nerIn byrrre•Ian a�sM� �n�oa,hN,,1e,• 2X10 WOOD RAFTERS AT FROM EA.SIDE BEAM TO POSTS whangwmcy�' . 5 ROOF PLAN - _ __-_ NO ED LL�I.ESS OTI-ERWISE OR - (TYP.) ALL SECOND FLOOR FRAMING O 2�O'SWliven ArdNlecm Inc. W12X40 STEEL BM TO BE 2X10 WOOD JOISTS 9oele•1/8'.1'-O' DROPPED 12'01 AT 16'O.C.UNLESS OTHERWISE . NOTED PROOF.FRAMING PLAN zl 13, x 16 LUL w DROPPEp,EXTEND 1 \J 9c I 1/8 1-P FULL WIDTH OF STRUCTURAL GENERAL NOTES:UNIT H.OLD SALEM VILLAGE,NORTHANDOVER2 SECOND FLOOR FRAMING PLAN WALL PANEL 1. ALL LVL BEAMS SHALL BE I LEVEL by WEYERHAEUSER TRU9 JOIST 8_,a:t/e' 1-0` KaY-Lime, Inc. ALL INSTALLATION TO BE PER THIS CURRENT MANUFACTURES 10 Hepatica Drive 1 RECOMMENDATIONS AND SPECIFICATIONS DRAWING .E=1,900,000 PSI,Fb-2600 PSI. North Andover,MA 01845 ALL COLUMNS DESIGNATED ON DRA WINOS TO BE PARALLAM PSL 1.8E 2500Fc, DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR - - P.T.2X105 NOTE LESS TO BE HARED TOGETHER WITH 3 ROWS 16 d Q 12"oc.FROM EACH SIDE OR 16'O.C. NOTE, AREA REPRESENTS Old Salem Village AS SHOWN ON DRAWINGS. - ? DROPPED FINISH FLOOR FROM 3. ALLLVLINDIVIDUAL MEMBERSHIN BUILTH 3BEAMS OF MORE THAN THREE CONNECT LEDGER REMAINDER OF FLOOR MEMBERS TOHEBOLTED TOGETHER WITH3 ROWS OF die.BOLTS, WITH 2ROWS ANSI/ASME STANDARD 818.21-1981 Q IP'oc.STAGGER OR OFF SET EACH ROW - FASTEN-MASTER BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 3(t'X 3 X.'LEDGER- P.T.2X10 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON - LOK•16'O.C. LEDGER DRAWING. h9R, DROPPED 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 DPEp TO 3 LVLS USE 3"X 3.5",4 LVLS USE 4.5"X 3.5",S.LVLS USE 6"X 3.5"OR AS HDR. DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 5. BEARING ENDS OF ALL BEAMS TO HE BLOCKED 14.5"SOLID EACH SIDE 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ yyyy PANEL EDGES AND 12"OC.FOR ALL CONT.(3)13'4 X 91'4 T 2XI0'S e 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 80d NA1�S @F6"DCC�S• LVL FLUSH-FRAMED IT O.C. (4)2X10'S PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. - DROPPED Route u,}� u CORNER STUDS TO BE ATTACHED TOGETHER WITH A6D NAILS @ 24"CC.OR AS - (2)135'X 9y'LVL o R l - SHOWN BOARD TO GS BE - FLUSH-FRAMED North Andover MA 8. GYPSUM HOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE 8 HDR. SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE - (3)2X10'5 FRAMING A MIN.OF 5/8" r2. DROPPED ) Q 9.ALL OTHER FRAMING TO BE PER THE 7TM,EDITION OF MASSACHUSETTS STATE CONT o BUILDING CODE.FRAMING LUMBER tb-879p,I (2)13'4 X IIYq LVL (3)I 'X IW'LVL _10. ALL JOIST AND BEAM HANGERS TO BE By IMPSONOSTAONO TIE, FLUSH-FRAMED TOP FLUSH-FRAMED TOP INSTALLATION AND N HOP. E MAY TO U PER MANUFACTURERS RECOMMENDATIONS. METHOD 5 SPECIFIED HARDWARE MAY REQUHLE SPECIAL ORDER ALLOW SUFFICIENT T B.WP.GYPSUM 16-0'1 LEADTIME FOR DELIVERY.USE SIMPSON HURRICANE TIE AT THE EAVE END WALL,SEE U 1'""1 ; H OF EACH ROOF RAFTER OR TRUSS-ALL EXTERIOR HANG $' L 3 4/A7 PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES BE CORRISON CONNECT LEDGcR Framing Plans RECOMMENDATIONS,OR STAINLESS STEEL.. - CONT.(3)135'X E r r 7 WITH 2 ROWS • �„�1 1 Iing r IGnS 11.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE -LVL FLUSHfRAMEO I LIII FASTEN-MASTER MANUFACTURES FOREST INSTALLATION RECOMMENDATIONS AND 3(e'X 16"LEDGER- SIMPSON ' .. SPECIFTCATION9 FOR LVL BEAMS � LCK e 16'O.C. 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNEVTERUPTED SUPPORT. ABU44 BAS RLI'THE NAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. - 2X10 LEDGER - 13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ALL SECOND FLOOR CEILING ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. FRAMING TO BE 2X10 Wppp 14.COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT JOISTS AT 16'O.C.UNLESS ALL FIRST FLOOR FRAMING _ OTWERWISE NOTED TO BE 2X10 WOOD JOISTS DRAwINosmcLwINosxoPDRAwINGs. SECOND FLOOR CEILING FRAMING PLAN AT 16'o.0 ULEss OTHERWISE I5.ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. ,j NOTED 16.ALL BIGFOALA71ONSYSTEMS TO HE INSTALLED PER INSTALLED PER BIGFOOT �/s I UB 1-0• `x Or M4 INsrALArIoxMANUAL. 1 FIRST FLOOR FRAMING PLAN u 17.LOADS FIRST FLOOR LL 40 PSF;SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND - scale t/e• p-p - SNOW LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH.EXPOSURE B. ae+ 18.FOUNDATION 70 BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A - EXTERIOR DECKS&STAIRS i as�0 Wo 6rj y�o O MINIMUM BEARING CAPACITY OF 2 TONS(SQ FT. DECKS;PORCHES AND EXTERIOR rone��' STAIRS TO BE DESIGNED FOR THE ALL EXTERIOR SIMPSON FOLLOWING LOADS: COONECTORS TO BE CORROSION �E. GINEER:LALIVELOAD60PSF.,SNOW DRIFT IF PROTECTED.CONTRACTOR TO 198 EASAPPLICABLEAND WIND UPLIFT COORDINATE TYPE OP GEORGEFORCES.STAIRTREADS:THE CORROSION PROTECTION 978-352-83 , 02.5921 GREATER F 60PSPORA300 REQUIRED WITH THE TYPE OF SCALE: AS Noted USIOISTLC 11/19/08 GUARDLB ANO RA TED LOAD. PRESSURE TRATED LUMBER GUARD AND HAND RAILS,200 LBS SUPPLIED FOR EXTERIOR ISSUED/OFL4WN BY IN ANY DIRECTION AT ANY POINT FRAMING. - - _ ALONG COMPONENTS 50 LESTHE TOP. IN. - 06/08/2009 HORIZONTAL ON AN AREA EQUAL. °°�'•^^�°+-'+b - TO 1 SG.FT. - SPECIFIED FRAMING HARDWARE REVISED/REVISED BY REFER TO SIMPSON STRONG-TIE MAY REQUIRE A SPECIAL ORDER DECK FRAMING CONNECTION ALLOW gUFF1CIENT LEAD TIME GUIDE FOR CONNECTION FOR DELIVERY.NO - �_- REQUIREMENTS AND DETAILS. SUBSTITUTIONS WILL BE _ CONSULT ENGINEER TO VERIFY ALLOWED WITHOUT APPROVAL DECK DESICN PRIOR TO FROM THE ENGINEER CONSTRUCTION. JOB NO- 04.022 SHEET NUMBER A6 1 1/2' A/3'O.C. fr-'r _ SHEATHING EDGES . 8D(214 X.113')70E NAILS s 6'O.C.. p> ' ' - 3 PER BLOCK- �. - � - CON'ECT DRY-WALL WITH TYPE W ORS •_–•_ SCREWS•12'O,C.PER ASTM C1002 W/MIN. - I •r •� PENETRATION OF •(TYPJ - 1 I 3 ROWS 8D NAILS a IT O.C. I I I I D ' S ULLIVAN - •I I I _ CONNECT N NAILS TO D.C.CQIR WITH I I• . 8D COMMON NIgILS IN 3' .C.GRID AS SHOWN ARCHITECTS, INC. I.I I I' JOIST ARCHITECTURE.DESIGN-PLANNING 201 EDGEWATER , �S' III I• II I II I' DRNE,SURE28816DOUBLE JOIST OR BEAM 3-160 X.135-)MAILS EVERY 16' , ASSACHUSETTS 010 I I I Tel:(781)248-1887 Hex:(/81)248-1853 - BLOCKING.(TYP) V) I I I LOCATION SHEATHING SPLICE L I I vvvvw.oaullivenerchiteote.ccm - .. .. d� ,I I 1 I _ : 1 C_�:a:{ ro."'OOw...u�°°wo.°"°ne„ea•�arbe'wr".°"a•wrw QQ -I COee7.n.mew,.•,e NNECT SHEATHING TO ALL STUDS, I I I q�mw+•rbrnmpwmm•�,nnw iomna.x -AYES.SILLS AND BLOCKING WITH 2 I I I er i�p•rt,le pry°P` °oiwra. ROWS 80 COMMON NAILS•3'O.C. I I I I• a•.n+•ewn a osww,gra�neem,y,e, 2009 O'SullNen/�ryltecle Inc. II II II K8Y—Lima, Inc. q I 1 I 10 Hepatica Drive 4. METHOD 5 GYPSUM WALL L--- NOrth Andover, MA 01845 SINGLE GARAGE DOOR SHEATHING REQUIREMENTS I Old Salem Village tv HEADER TO EXTEND OVER WA L PANEL 4' 16' - PREA LTSCRIPTIVE DESIGN - BASED ON ITr RC 2006 TYPI A V .O bCFQT.. SEE GARAGE OORALTERNATE b.2 SHEATHING REQUIREMENTS ---I p ALL OTHER NAILING NOT SHOWN TO BE IN III (2)19'a X Ib'LVL j CONFORMANCE WITH TABLE 5602.30 OF THE. III MASSACHCISETTS CODE 7TH EDITION I Z 1 F MING NOTA USE WHEN WALL 1S our of FLOOR JOISTS,RAFTERS E CEILING JOISTS TO BE LINE WITH BRACED WgLL BY (V CONVECT PLATE TO HEADER WITH 2 ROWS.UNLESS_OTI-IERWISE NOTED, BRA EVERY Ib'OF MORE THAN 4' 16D NAILS(314'X.1359 EVERY 8' BRACED WALL ROU LOL�.OVIDE 1X3 ECOMAN BRIDGING ATALL SPANS OVER - - -ET CRASRECOMMENDED BY ENIG NEERED LUMBER SEE PLANS AND SECTIONS _____--_--- �{. �1FACTURER. FORHURRICANECLIPS AND O N01 Lh AI Idover, MA CEILING RAFTER a SIMPSON LSTA24 S7RAP q7 EA.END OF. DOUBLE ALL JOISTS BELOW PARTITIONS PARALLEL WITH CONNECTIONS SPAN –––– F OPENING ON INSIDE FACE OF WALL. JOISTS. _------ O 4, PROVIDE DOUBLE JOISTS ON ALL SIDES OF OPENINGS Z UNLESS OTHERWISE NOTED. _ 2X,BLOCKING 8D s 6.O.C. - O 5. PROVIDE(2)2X10 HEADERS AT ALL DOOR AND WINDOW - Q OPENINGS MARKED AS(HDR)UNLESS OTHERWISE NOTED. - - CONNECT PLATE TO HEADER WITH 2 ROWS 161)SINKER NAILS a U. I L_J ii+ CONNECT DRYWALL W/TYPE W 3'O.C. 1. 6. ALL FRAMING LUMBER TO HAVE A MINUMUM FIBER - OR S SCREWS a 12'OC.PER ASTM STRESS(FW OF 1000 AND MINIMUM MODULUS OF CI002 W/MIN.9'a PENETRATION " Framing Plans II. ELASTICITY(E)OF 1,200,000 PSI. (TYPJ aa - 7. MICROLLAM(LVL),PA12ALLAM(PSL),TIMBE12STIZAND(LSU. O - AND TJI/PRO SERIES ARE REGISTERED TRADE MARKS. Q BLOCKING FOR::SHEATHING 4•-p• fib' ANCHOR BOLT W/ O ABOVE TOP OF FOUNDATION, TXTX�(s WASHER PLATE, 8. ANY SUBSTITUTION US OTHER CHECKED ACTURERS CONNECT SHEATHING - CONNECT WITH 3-16D SINGER NAILS A307 BOLT 7'EMB, ENGINEERED LUMBER MUST BE CHECKED AND VERIFIED BY WITH 8D•6'O.C.ALL –––– - X CONTRACTOR. PANEL EDGES AND 12'O.C. JOIST __–__– f AT INTERIOR LOCATIONS Q 9, MANUFACTURERS SPECIFICATION REGARDING - – . INSTALLATION OF.ENGINEERED LUMBER MUST BE FOLLOWED. –––––––––– bi IO, ALL�WOOD IN CONTACT WITH CONCRETE OR MASONRY CONNECT STUDS WITH 2 SIMPSON STHD 14 STRAP TIE O MUST BE PRESSURE TREATED. 3=16D EVERY 16'OF BRACED WALL ROWS IOD NAILS e4'O.C. HOLD DOWN ATDOFII. ALL POSTS SHOWN OIV BUILDING OR FRAMING PLANS 8D NAILS(214'X.1139 - WALL PANELSEMBEfl14'IN BECONTINUOUSLY SLPPORTED DOWN CONCRETE LS OR COLUMNS IN THE BASF_MENL. (D 2X6 P.T,SILL W/ 12. BUILDING DESIGN LOADS ARE AS FOLLOWS, - z I SILL SEALER ROOF - 50 PSF 16D NAILS(319-X.1359 f .CEILINGS 40 PSF .. — — I L I . . FLOORS(TYP.)r - 50 PSF � _ _. . FLOORS(BEDROOMS). 40 PSF BEARING WALLS Ica X HEIGHT OF WALL 4'e a ANCHOR BOLT W/ TO 6'O.C.RIM BOARD – 2 XTA6'WAST-ER PLATE, SCALE: AS Noted TO PLATE,(TYP.) –_–_–––––– STHD 14 A307 BOLT T EMB. JOS IST _ STRAPS n4 PEBA12 AT TOP e ��$p ► BOTTOM CF WALL ISSUED/DRAWN BY FRAMING NOTE .. – _– 24* THIS DRAWING ISA GRgPi-LIC REPRESENTATION OF THE '4 DOWEL 06/08/2009 FRAMING FOR THIS STRUCTURE,CONTRACTOR SHALL NOT _-_–_–– _ A7 CORNER 24" SCALE THIS DRAWING FOR THE LOCATION OF FRAMING .J9'0 A307 ANCHOR BOLT W/NUT E ^ REVISED�pEV(SED BY MSS.REFER TO THE PLANS;ELEVATIONS,AND WASHER 314'.MIN.12'MAX 6'-0'O.C.OR - _ _ —' SECTIONS FOR DIMENSIONS AND HEIGHTS, - - AS SHOWN ON DRAWINGS,MIN.2 BOLTS/WALL SEGMENT COM-ECT 3-MEMBER LVL BEAMS WITH 2 ROWS $'X 414•SIMPSON SDS a 16'FROM EA.SIDE. MN. COORDINATE WITH GARAGE DOCR ROUGH OPENING CONNECT 2-MEMBER LVL BEAMS WITH 2 ROWS VX 34'SIMPSON SDS s 16'FROM I SIDE 16'ONE STORY MIN JOB NO: 04022 BRACED WALL PANEL ADDITIONAL CONNECTIONS EXTERIOR WALLS 24'FIRST OF 2 STORY - 3. .scale:3/q•.no• SINGLE GARAGE DOOR FRAMING REQUIREMENTS SHEET NUMBER s�ele:a a•. _d A 7