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HomeMy WebLinkAboutBuilding Permit #031 - 17 HEPATICA DRIVE 7/15/2008 BUILDING PERMIT0� 00RTy q TOWN OF NORTH ANDOVER F `�s`eD APPLICATION FOR PLAN EXAMINATION l H Permit NO: Date Received 9 ��SSACHUS��� Date Issued: ���0�y IMPORTANT:Applicant must complete all items on this page LOCATION *AC) / OF 17i4ee `c>a &c Print PROPERTY OWNER—Ke,, i uta G Print MAP N0:11)7-6_PARCEL:/& ,+73 ZONING DISTRICT: I/K -Historic District yesno Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew One family Addition Two or more family Industrial Alteration No. of units: Commercial f Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer 'DESCRIPTION OF WORK TO BE PREFO ED: II 'U 0 4 C'- tio e Identification Please Type or Print Clearly) OWNER: Name: Ke,( 1.t, vu v- `Pm c - Phone: 7i -2 S -(9 83-316 Address: 1 t'>i e Pl4�-- c tiNo rte-c.�sv�re �M 4- a /psis CONTRACTOR Name: t V . Phone: Address: 10Pla� a Supervisor's Construction License: S 7..$3 o a- Exp. Date: 1'J- 1 �! � �eo 8 Home Improvement License: Exp. Date: % c ARCHITECT/ENGINEER 0S(2 L Uu" Aeck-'L�*G i�- �acphone: 78/ `.)Silo-lro(o7 Address: a0 �� �U-i'er2. Q�tl l)&ke K'O" Reg. No. (a0/D FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BAlSEEDD ON$125.00 PER S.F. Total Project Cost: $ � �f-y FEE: $ % Check No.: Receipt No.: -2�5-?- 7 NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund ignature of Agent/Own Signature of contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APP O ED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on__7/P-/ /0 r Si nature COMMENTS 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 & Sewer Connection/Si nature'&DateWW 'Drivewa Permit '4 DPW Town Engineer: Signature: /� D� A7_ r� Lo at d 384 Osgood Street FIRE DEPARTMENT Temp du"mpster 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.: ('Q V b o SO�e- 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 � LJ Notified for pickup - Date Doc.Building Permit Revised 2008 ' t 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 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 1 ❑ Photo Copy of H.I.C. And C.S.L. Licenses l ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Applicable) If Report A p ( pp ) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) m"" Building Permit Application Certified Proposed Plot Plan m,' Photo of H.I.C. And C.S.L. Licenses 6e'Workers Comp Affidavit a/ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract o/'Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit 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 DEPARTMENTMFORM07 Revised 2.2008 Location 4 No. 03/ Date E1- 0,!K • / r NORT1y TOWN OF NORTH ANDOVER O 41 � s A y /O �° ; , Certificate of Occupancy $ Building/Frame Permit Fee $ s�04 Foundation Permit Fee $ O Other Permit Fee $ TOTAL $ � Check # 7 G� L 4- 211323 Building Inspector NOV-12—:=000_ EI5 :41 PM LARRY OGDEN 978 3;52 2105F P. >. LAWRENCE H.OGDEN,P.E. 198 EAST MAST STREET GEORGETOWN,MA 01833 97&352-8318 fax 978—352-2858 pager 978-502-5921 November 12,2008 Mr. Benjamin Osgood fax to 978.685-1099 Key Lime Inc. I(;Hepatica Drive North Andover,MA. 01845 R,—W,: ,Unit"E",Lot 31 Old Salem Village,North Andover Deax Mr. Osgood As you requested I visited the above project to review the Enginfv� re used in the framing as shown on plans prepared by O'Sullivan.4rw h ie: -«20.05:-'ra�v, framing plan was revised and certified by me 1/8/08 to comply-witbto provisiorls of t1c T_-dition of the Massachusetts Building Code for 1&2 Family Dym,ili-n „ The Engineered lumber is installed as shown on the dxrwwings and^:dei rilod,fication sketch utilizing a steel moment frame at the garage door b y mw. I therefore certify that the use and installation is acceptable ata; �<ill support.ti m; loads as required by the Massachusetts State Building Code 7'h Edibon. Should you have any questions please call. 'curs truly Caaimwence A or H. Ogden P.E. RENC8 LD `6�4) S�ONAt Eti� . .1 14 North Ando�ver l��/IA L I V A N ECTS IGN PLAMWO ® ® pp DODO oaoo - =El 0000 00 DRAWING LIST ARCHITECT DEVELOPER SITE ENGINEER A0.1 GENERAL NOTES AND SYMBOLS. ,. O'SULLIVAN ARCHITECTS. KEY=LIME, INC. " HAYES ENGINEERING A0.2 SPECIFICATIONS 201 EDGEWATER DR; STE 215 1538 TURNPIKE STREET 603 SALEM STREET Al FOUNDATION.PLAN . WAKEFIELD, MA.01880 NORTH ANDOVER, MA 01845 WAKEFIELD, MA OI880 A2 FIRST.&:SECOND FLOOR''PLANS. Voice (781)-246-1667 Voice (.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 ® � rS. A6 FRAMING PLANS -�� sa 11 ' ,`L A7 FRAMING PLANS W/ SHED DORMER i V t 1\4 c� Po 17 . Cir ION SET 7 CON R CT -20-06 DOOR SCHEDULE . - NUMBER TYPE MATL I WIDTH 1469WT I THICK S DI ENTRY MTL/INSUL 3-0' 6-8' 3/4 /IT 61DELIGW 02 SINGLE MTL/I 3'-0 6'-8' 1314 20 MIN RATED W/SEF'CLOSING HNGES ' D3 SINGLE WOOD 7-10' 6'-8• 13/8' - D4 SINGLE. WOOD 7-6' 6'-8' 13/8 - D8SINGLE MTLJINSU. 3-0• 6•-B• 134 D6 SLIDER WD1 6-0' 6'-8' 13/4' . D7 OBL BI-FOI.D WOOD (2)3'-O' VW 4 3/8' O8 SINGLE MTLJ045LL W-V 6-B' 13/4 . - D9 GARAGE MILJINSJL 9'-0' 7-0' z AETA L OVERiFFD Doan W/1'-O'TRANSOM �� DIO 1 WOOD T-6' 6'-8' 13/8 " OR SINGLE WOOD 7-8' 6'-8' 13/8 O ' S ULLIVAN ARCHITECTS, INC. GENERAL NOTES 50•-0 1. FOLNDATIONS` ARCHITECTURE.DESIGN.PLANNING Al ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM T-3' 13'-6• 1'-Ir 5'-4•, S-O' 5'-O' Z'-0' 6-0' 7-0• 7-0' 201 EDGEWATER ORNE,SUITE 216 BEARING CAPACITY OF 3.000 PSP(POUNDS PER SOUARE FOOT] ' WAKEFIELD,MASSACHUSETTS 01880 B) THE BOTTOM ELEVATION OF EXTERIOR FOOTINGS 614ALL BE A MINIMUM _ ' Tel:(787)248-1807 Fel.(781y 248-1888 OF 47-C!•BELOW OUTSIDE GRADE LOWER POOTINGS AS REQUIRED TO REACH wvvw.oaull GOOD BEARING. { lvaner0hlteots.o0m I 12•Dla conlcRETe I C) THOROUGHLY COMPACT THE BOTTOM OF EXCAVATIONS PRIOR TO I FILLED SONOTIJBES 1 ' FORMING FOOTINGS. I TO UND15TURBW m uw u Ya bwn�on etod�Pueawuenact SOIL(TYP.) .I ," ue.I--W-W meal W M.Id.Wwd 1—ft. D)ALL FOUNDATION WALLS SHALLL BE BACKFILLED EVENLY ON BOTH SIDES , W/6X6 PT.COLUMNS I -—————— Fl—npmdWbnb/"y ftd,hwhPl. h P.d.b P..Iiblled vdd,«n W wnnan pamiAicn W deamrml A"dlll.alq ha r--- , 020(18 o'SuIII—AmhNeot.I— " TO PREVENT 11NBALAICED LOADINGS. I . E) ALL BACKFILL USED INSIDE THE BUILDING SHALL BE WELL GRADED GRAVEL .. WHICH SHALL BE THOROUG4-LY COMPACTED IN 8'LAYERS ON-SITE MATERIAL I I I I ' 0 " MAY BE USED IF ACCEPTABLE TO THE GEOTECMIICAL ENGINEER , I I I 1 'a A` " h F) ALL CONCRETE SHALL BE PLACED IN DRY EXCAVATIONS PUMP.AWAY " GROUND WATER AS REOURED. --- G) FOR CONSTRUCTION DURING WINTER,FOOTINGS AND DOOR SLABS WILL ----_-- ,---�--j_---------„ REOU,IRE PROTECTION FROM-FREEZING TEMPERATURES AT THE BEARING I- •• / \ SURFACES UNTIL THE BUILDING IS ENCLOSED AND HEATED. 1 lP I ---------- --- ---------------' D '---- --------_� , I 2 CONCRETE' I I BE I I b A) ALL CONCRETE SHALL HAVE A MKIVIU t COMPRESSIVE STRENCT14 OF 4— E V ( I I 10•CONCRETE FN7. 1" I I 3.000 PSI AT 28 DAYS.Alii ENtWh(N8D R /8 to av WAL.L.W/20•wo• 3:+Q Lhuy'Co l�r«rV a C>ARa(rE FL-0012-5 '3600 PSI A-IR- fiNTF.AINE ti I I CONT.CONCRETE ON 2L"6�2L6'k 1211 Z/1CONC.SLAB B) MAXIMUM ALLOWABLE SLUMP OF CONCRETE SHALL NOT EXCEED 4% I I FTG.(TYPICAL) ,F•O�ING POR (3000 PSI MIN)W/6 MIL C) ALL CONCRETE WORK SHALL COMPLY WITH A.C.L SPECIFICATIONS. j 9'-2'� UN T E `/rLTERNRTE VAPOR BARRIERRW/ I I Old Salem Village I W ITA FA(AI L y P-o o M 6X6X 10/10 W.WJVL I 3. REINFORCING STEEL, I REINF.OVER 6'MIN 1 I A) ALL REINGFORCING STEEL SHALL BE ASTM A615-GRADE 60 AND SHAM BEOOMP. RAVEL j I I . ` DETAILED.FABRICATED AND U45TALLED W ACCORDANCE WITH THE LATEST j y, AC.L SPECIFICATIONS. "I I 'ANDERSEN'2817 BASEMENT N lop NCRETE FND. 1 SASH WITH AREAWAY AS 2X4 W000 30+(310 WALL /20•XIU B) WELDED WIRE FABRIC(W.WF]SHALL BE ASTM A-185.LAP ALL SPLICES IT I I REOD CTYP.) CONCRETEI i MWIMIM SECURELY FA5Tt3V W.WF.W PLACE TO PREVENT MOVEMENT DIKING WAN.-•16'O.C. T.O.SLAB X l'2" FTG. II I I I $3 9r-r FooT�(y I j CONCRETE PLACEMENT. . I p I 10•-91 T-9• V-O` W-O' 6-6 6•-4•. 10 i . C) ALL.HORRONTAL RODS ARE CONTINUOUS F THE LENGTH OALL LAP - I . SPLICES SHALL Be AS REOUIRED FOR CLASS B'TENSION SPLICES PER THE 41 h I 1 BEAM BEAM I I LATEST ACJ.CODE REQUIREMENTS UNLESS OTHERWISE NOTED ON THE in I .POCKET r— 7 r—--i r——; _"'T r 7 POCKET STRUCTURAL DRAWINGS PROVIDE COMIERRODS AS DETAILED ON THE (� - I ----_—_—� CONTRACT DRAWINGS. Route 4- 0) PROVIDE A CLEAR COVER FROM REINFORCING STT TO ADJACENT. I I T.O.FOUND. L— tTT T-1(- BEAMICONCRETE SIRFACE�S AS FOLLOWS+ IkIIy BEAMNorth Andover 'NIA BOTTOM OF FOOTING 3' - 14R ABOVE < r--, COLVM)J ?OCKET 1 i ' PIERS AND WALLS IVT(EXCEPT T AT-4 AND LARGER BARS) � -----_— I• THESE DIMENSIONS SHALL Be CONSIDERED ACTUAL AND ARE NOT TO BE r------ ------.--. , SEAM LINE OF h ADJUSTED IN EITHER DIRECTION I I T.O.FOUND. T.O.SLAB I I pOCICET. BEAM ——J T.O.FOILED. I I Y . E) ALL REMFORCBNG RODS AND WWF.SHALL BE SECURED W PROPOER ( EL al� Gw I, I ABOVE W 1 - POSITION ON CHAIRS OR BOLSTETZS AS MANUFACTURED BY RICHMOND SCREW O 1 99-8' EL 99•-8- I I. . AN04�00.OR APPORVED EQUAL. 3i''Dia HW.LOLLY 11 I 1 � I I 1 I COiAYMN WITH TOP.SPR Iu6F1E19{>V1TE I I v I •j l DROP WALL 17 I I ANO.1t0TTOM PLATE I U"' E Rn ( I I BELOW TD.SLAB { { ON SD'X SO'X IT HIGH PT.MAN 1 { p CONCRETE FOOTING UZ I I DOORI I T.O.FOUND_ = TYP.(SEE DETAIL) I Foundation Plan I I I IOD-o, I I / a i Ir-z 5=6" IIL6" i I I a colvc SLAB I I BEAM { I I (3000 PSI MIN.)W/6 OO F tv 1 POCKET r--� I , P—I-L6 cxET I I " I I MIL POLYETHYLENE O ( ___ I ._ I —1 _— VAPOR BARRIER W/ o I•Y f _ 1 6.X 10/10 W.WM L 1 1• _-- UNE OF J L--J i_— I I I I REIhF.OV526'MIR I I BEAM I I Key-U ne, Inc. 1 I COMP.GRAVEL 1 I ABOVE I 1638 Turnpike St LALL•I i I ty,, North Andover,MA 01845 4 ICO`-Ir EL { I 1 ItSTOf op WkLL 1 100'-0'. I I 1 I WITH u3 ooulLs 1 — ---- — — ---- -- --� I I ' FOOTING NOTES` I I AT ENDS . 1. ANY WOOD IN CONTACT W/CONC.MUST BE P.T. 1 I li. { . DROP WALL 17 1 r-o ------- — ------- I I I 14 2 PROVIDE T-10'CONCRETE POUR.(SEE SECTIONS) , 1 BELLOW T.0.SLAB T4 O.SLAB 1 O I. 16'-6'... Q 1 O L— _ -------.� . LOW PT•GARAGE 8AW) I 3. TOP OF MAIN FOUNDATION WALL ASSUMED TO Be 100-0' N I I DOCK EL 99-4• 11 L------=— — — — ---- J I{ ------ I 4. FOOTING ELEVATIONS REPRESENT A MIN ALLOWABLE .I . . TA.FOLTD. "SCALE As NOtBd DEPTH.ALL FOOTINGS MUST BE PLACED ON LMISTLR13ED _ _ O ' I I W LL W1 16W' WALL El.. b 1 I W CONCRETE END. . . SOIL OR COMPACTED FILL OJT M NO CASE LESS THAN — l WALL.W/16X8' T { WALL W/20700' ^ RI — -- I + n I I COM:CONCRETE VARIES I DONT.CONCRETE ISSUED/DFIAWN BY THEFROST LINE DE•PTN."-0•MIN)(CONTRACTOR TO' Y R'�B q ZF 0 SEP 1 �__ FTG. j 4' FTG.(TYPICAL) . 'VEkIFY SOL CONDITIONS UNDER ALL FOOTINGS) i. .------- 7-20-06 I ----- — 1 o.eVia.nww..a h,.' ------------ T.O.SH8F3 REVISED REVISED BY O 19'-4•M.O. T RICK COURSES I 0 ?TED BY DN RE Vo BELOW GRADE 20'-4' IT-10' II'-101 5G'_0. :. �eoRDlvktE wLTY1 FOUNDATION PLAN -.UNIT E . p s-r-t- 'J. FD R 8.810:1/4•=1'-0' UNIT E'S F. 5-25-06 ^ !� jj Iht DD♦J 65W15.6 FIRST FLOOR 1596 S.F. JOB NO: 04022 9 WEArL wA•�� _ SC-COND FLOOR 895 S.F. 2 Y 5 OE0.Tt1:1.E - TOTAL- 2.91 sF. SHEET NUMBER Z 4t wS c* GARAGE 477 S.P. A k(J G14oR 6o1.rbTS WIM '//—\1`1 5 0 W HSRI�2KT EjlTpnyloAy - OPT.SECOND FLOOR 1053 W. USE THIS PL MV lV(TH SHEET A I P.Low Wa v DOOR .SCHEDULE A .o? b' 3'-0'OQ N.PISEI .TYPE MATL WIDTH HEIGHT THICK... .REMARKS . .{ .DI g.1(RY MTLJ/INS(.L 3'-O'" 6'-8' 13/4 2W1 170M SIDELIGHT .. d ---- I -______- _____________ p2 MtlJINSIL 3'-0' 6'-8' 13/4 .. F_ ------ -- �r------- Q „Ilr-4• z-6• "I "5'-8' a'-T n 1 SINC�1-E ZO MML RATED W/S9F-CLO6ING HINGES Y 03 SIN(+-E WOOD 7-10' 6'•8• 13/8• .. a ro I N II I I I D4 SBJ0.E WOOD 76' 6'•8' 13/8 in I os. P D5 SINGLE MIlJMSLk_ 3'-0' 6'-8' 13/4 06. SL WDJGLASS 6'-0' 6'8' 1 3/4' I , D7 DSLBI-FOLO WOOD (D 3'-O'. 6'-8' 13/8• I II I1 I D6 SINdF MTLINSU 9'-0' 6'^8- 13/4 Y I - . . ... .. GARAGE MTL11NSlA. % T-0' 2' METAL OVERHEAD DOOR W/Y-O•TRANSOM 09 as DIO SINGLE WOOD I'6' BEDROOM �oPEN TO PER. DII SWGLE WOOD T 8' b'8 1 3/8 O'S U L.L I V A N BELDWT Z6 4 .0"S ARCHITECTS INC. "14'-4'X 19'-4 .. ". i ( o�1. _--.__ _______ ________ ARCHMEOR)RE-DESIGN-PLANNING ---_ _______---__ �V. 1 O O `/�J ,^_l 201 EDOEWA-TER DRARI E,SUI 0,850 I MECl4 F: S WAKEFIELD,MA69 " CHASE - .. . . T.et(161)24&,887 Fez(781)24&1683 .. www.osullNanarohllects.00m MITI R �ZALT."PARTIAL"FIRST FLOOR PLAN-UNI D „ _ 8oele:'1/4`-1'-0' a<rcP�oeuNa,fry.W nxaroq hwhob .. b IbR Y mdn weL�um by_u,ew,ukh. . ON 13'-0'. 8'6' 50'-0'. .. oee,+aewnwos,axanactmoo�..ew. . '.7,O• .3-T - 13'-8' .. 4'-Q' 841• 14 Ir-4- 12'-6' 7-0'' 34Y '3'-0' ¢200805uANenAMJteota lnb. . .. T-0• T-O' . . T-0• W000 .. 36'APF. ALT. SECOND FLOOR PLAN UNIT E LITBS.F. 5-2506" WOOD RA ING FIRST FLOOR 1596 SF. • 36*ASO . PECK .. o SECOND FLOOR, reYCF6F�+ TOTAL• 2avl sF: DECK E. �Qo. M . GARAGE' � 477 SF. � � � � � `ws S\ � . � �D � � Old Salem Village : � . 61M A B OPT.SECOND FLOOR 1053 SP. OWN TO µ GRAOE A - 8 --__- ff-0. .. 3 �!r r--------------- --------�r------ ___------ n— ,. I II 11 i O_� O. I -- s 11 . II I r-- 0 I 11 II I 1 ` T-0 --- ---- T-0 3._T PIE-F VENT _ dW (n.. TKI CNEN/ G� 1 STOR EAVE: (M3._a. SCE LA E 2 (P ISLANDI i "18•-8'X 14'6' I(OS• I� ' Route 1 14 - - / _ M.BE D1200M in II WALL 11 ROOM I. I L 'OPEN TO �DL1R. I I•YA 16'-8'X 17-0' +SLOIE 1 �•X(5•-0- I .North Andover MA . _ r I I u• •TRAY CLG.. I I. - - - •. h :11 m 4'-10' -4' : 5'-5' 4'�II' 5'-T 7-0' .. 4'-2' I. ___-___ 26___ ____� � _-___ __ ____ ________ I b" i --- y- v I I. ZID 22'x30' : .. 'N MECH," Fl-OR --- MEC" I I ] CHASE. 1 I CHASE, i PA i o. I �� , OD AILING U"-it r r r " odj1� oa b - ACCESS R3 O R IL �o OF ON T6. 4,a b First & Second_ I ON PANELS T 16 } 16P D O. O IbR. ABOVE Y 11 10 °� -- -- - - m Floor Plans IZ-Y. " :.T•o'" 3•-T, - 13,-8- a,-7. e•�i• FT M L ' 'HALF wALL. 4 O I BA - i zn wooP ¢ IS TTING LLJJ RAILING,• 1? AREA 3R - 96' 36'"AFF. _ W/WOOD 1 13-2'X 17-4' (9=0'X IT-6• . cAP " dl I _ a1 Key-Lime; Inc. v - _ " . CSI I 1538 Turnpike St S os BEDROOM �'io �I I Norm Andover,MA 01845 i - - 11'-4' bel I 5'6' T6 r-a 8-6• s o4 16'4•x rr6 p I I j O BATH2 CAS I j ^ Q V I I- t 27X30' w -_ LINE� G.�E _ �N I 1 BE 20'-O'X 27-4^. Tb'X ACCESS :�Q ABOVE �� L-______J PANELS . --I .. �' N ________ Ia-B•X 14'-70' I I 4 - eon II I .IC j a Q lG 27X301 CLNG L_J THE CEILINGBETWEEN T�GARAGE E AccEss. ___--- ---___ SCALE As Noted PMEI:S VE .r----- 1 - THE WAILS TI-E HALF WALL GARAGE€DWELLING REWI�A - 36•APF. . I I i SINGLE LAYER OF 5/8'TYPE FX'I -__-__.___I q`sW/WOOD H I 1 13SUE0/DRAWN BY I GYP.SD,PROTECT STEEL BEI4MS 1 "" CAP. 1' 9 ' I I WITH 5/8'TYPE'x GYP.W. 11 I 2n i 1 7-20-06 5.O'KNEEVJALL I § q STUDY 1 T II'6•X 76'. REVISED/REVISED BY �- -- ------ ------- I _ 1 i 22'X30' I I ACCESS f� Q- 1 + PANELS I +' I I I '♦' L LIAESTONE fi I I �I------ ----- O I I v FOR04 1 I P ----------- --------- T� . 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FOR ARCHITECTS, ------------- INC.IN IDR IN7R AROHTTECTJJRE•DFSION.PLPNNINO I � --------- 1 1 J 2wos.lroa 201 EDGEWATER DRIVE,BUY.E21r, 1 I ( I 1 I I I WAKEFIELD,MASWHUSETTS 01(380 I I I 1 I I FLOOR CLNEE SECO1,1D G I BEAM SEE BECOND ' I I Tel 1784)24&1887 Fex FRAMING PLAN FOR FLOOR CLNG �yWALLwww.oeu8lvenarohl�248-1683 � t I I I FRAMING PLAN FOR (3)PIC FRAM® SIZE .' SIZE �X 4L-!L ECHT� I m.s 0.na apaum0uw•ww PrePm,d ------ .. -- ' 1 1 3 4 w 13:X41:LVL A RING _J HDR Ia b.eea Loa um Y.mm•a.Rbloeuon ane OPNG 1TPW k HOD FDR �b I•p w�iu�tm�..mdllnwnaa . I----- BRNO WALL BRING WALL 5 A 383 6' f o2ooB osWII.eIIArd,lt.omulo. ooNr.RIDGE verr 1 eaow I EWNG �• A 2x I O e 12o c v aaeur••.,waa=a n.. I 1 I HDR' aswts'6rJ 6141/07 gg I I I f N1 aDR L d 7-Ia5r9.tb wL ' i 4 g I •1 1 !I IP CONT.BEAM.SEE 3 IL tt. wATW POUTAwe- ' e TF t SECOND G.C.TO ADJUST BRING WALL I V d PLAN FOR SIZE RAMING FRAMING AS ) t ALL SECOND FLOOR FRAMING . I BELOW P>t�®FOQ 't.P 513 :O BE 7X10 WOOD FRAMING 2 II y OPENINGS 16 O.O.UNLESS olFt3RWi5E X�LVL 6 8 M wls•4oFLUSH sTm e R 1 1 Fitt DROPPED � <41 �W/ euT- Io�r _-- -� c--- 1 )r-- ----� 1 ralMP80N s5W15Ye I• Old Salem Village L-J 1 2X10'5 I 5AEAR•VVALI_ 8= 2 i L-----------'1 ICEAND WATER SHIELD OVERFRAMED EAON T3e,0 OF .Sq_9 L•M 1a WCX LVL (D 13i X 9Y:LVL + 58.4 FLUSH N"�WI .._ EXTENDED 56'LP SOFFITS ALL ROOF FRAMING TO BE ) I SEE 4DETAPfE•vW G � + kOOF PLAN D S OIbASRS two WOOD FRAMING J J FLUSH x�-LVL a•us r•y, rLooR Jaws S.W. AMED IAT'_T•-0` "16'O.C•W.ESS OTHERWISE 1 I SLE NOTE L, QT7ACHED SECOND FLOOR FRAMING PLAN W/SHED DORMER . .FRAMING LVMnt2 SPF Lt. '�� p4TeD 1�81o8 ,'� 8eeb:LIS•-1'-0" ' ALL CON«EOtloN4 OF POOP $96An•10t, TO 8A - FPA^•INa p%e M1cR! W ATTAClIED 'IV FRAMING BE PER TASLE' W ITN B.Q NALLS Q ' s6os•s(I) oP Txe PROOF FRAL N pANeL ED4Esa 6"4L ALL EXTERIoR SI^pSoN 7rA COTw OF 9liE 80e1e:tA1'-1 o ANa It°RG,.FOR ALL I aARnREeTORS iV BL Route PMSfACMUStttS QIl.ILDING FRAMING MamnERS P'LoTEIC C1 L "i' CODZ poR ONE fTwJ NOT AT PANEL• 1204th CONTRACTOR To FRAMING NOTES, fg Aj.. OwnLIaNeS 'f"4eT PebT CooROINATE -t1tP4e op North Andover MA UALLF OORJOISNDTEa OR As sHovN o/v — - A A44 BAAe -fit L112° W tH 2 R ws �EFA516N pitatecnoN uAUFLoaz 3o3srsRAPlaRs,fcr�Lu�G louls.wos� naE oM�«Aws Raovaeo� wITK Tyke 1 A-D AC!-4• MhSTER LLD4aR Low- 44 P (t�er1"l7eo5OF /REbSVRt 7RlA1S0 2)PROVIDE SOLID OLOC M TO PDUWATION AT ALL. $/!L"x S r/6° a t� Lv-w1EF- S V LIS O BEARING PO^uTS.DOIlF9J=ALL JOISTS BELOW PARTITIONS spiClfleo F*A MING f poen P.T.2X105 ROR 12XTEovr FRAnI1Nt; Nturm AT FAI•I\L I2"oc Pl' PARAtJB WITH JOISTS. 41A RDW64k t IVA,( •16'Or- 101-V SPEZIA,- OPT+oN 2.1.75"9.16" . . 10 PROVIDE 1x3OMMEMID-SPAN�2or NG IN ALL u-wB OVER ORDLG, A w D w MAN FA TU BY H•IG1!ffi2®LL.LBH2 (21 13'1 X 9Y:LVL 2X1(75.IT O.C. .. DR. LVL MANUFACTURER. %^%-(41 QNT LEAD ORQ,°Pm 2-I.e4 T\ME PoR OfiLlv6Ry,. __ 4]PROVIDE DOUBLE JOISTS AT ALL OPEMNIG$WJ'iS p77NERYIASE`��SIDES OF AIl. Na S uS ST\Tvn ONy a-' - ----'-- C►"ILL AT• FAMILY . to lul,. 812 Awoweo r—.-- � — s----- - , RooA. op710n► Framing Plans i - 53 PROVIDE 2-2X10 WADERS AT ALL w1NDOWS AND DOOR$ W-T44wr e4PP ILouA� I II ii j S-1.95 x II°/8A UNLESS onBzmsE NOTED FaOM. S;NgI^•er• W/Shed!Dormer a7s' HDR I b)ALL.FRAMING i1lIAB62 IMI FIBER STRESS,12.1:2 MILLION 13�X 16'LVL PM SPF 1.L RRVNION d/4/OT MECEI ASN FRAMED OP'`� BOTTOM 7J 2.175r LIQ/b I VLJ 8013E CAD, a*,,,77+ •O - (9IV Kay-Lit rTc-, Inc. 83 ANY SUBSTITUTIONS OF OTLA3Z BRAND BEAMS MUST BE R L Cil 13:X 'LVL 1638 7amplke St' Y 4•L.4 It oaow�a� CHECKED AND VERIFIED BY SLPPLIE2. North Andover.MA 01845 PJ MANLFACRR62S SPECIFICATIONS REGARDING, BRNO WALL .3 "0 . U$TAU ATTON MUST BE FOLLOWED FOR ALL T3•IGINEHRED � '� G.C.TO ADJUST . R BELOW FRAMING AS WOOD PRODUCTS.' I , I. N�FOR 10.)ANY WOOD M CONTACT WITH CONCRETE MUST BE I TOILET OPBCIW PRESSURE TREATED I IU ANYIPOST8 SHONM ON BUILDING PLAN$OR FRAMING. Rsutfloo 6111107. CONT. a-t.75.s.zs Rs1oeA�fo aosr 3445x11"A PLANB�BAMS S 092 O UMNS IN BASE ENT. TE'D `-y,t 2-1.7sk 11 ye HDR DROPPED . ro r-au�oAnoN wAus oR caa.tir>s IN eAsenerr• 121 BUILDING DESIGN LOADS ARE AS FOLLOWS SCALE: AS Noted .ROOF-50 PSP ep6to •D SNOW 2ND FLOOR CEILING-7O PSF BRING WALL Re-5tfl I ALL FIST FLOOR F RlNdING .. 2ND f30aR• P$P BELOW Z R5.3 \ TO BE 2X10 WOAD FRAMING ISSUED/DRAWN B1' �O •16'O.C.UNJSS OTHERWISE IST FLOOR-IW 10 ky f NOTED 7-20-06 BEARING W IO X HT WALL ALL SECOND FLOOR CEILING 5812 DETAIL 2 WtuRD 100 hPN J beeo«o 6usT FRAMMG TO BE 2X10 WOOD --- --- -_J R D0.TE0 I�B Io(3 FRAMING•I6.O.C.UNLESS ---- FoR REVISED/REVISED"8Y oTFERWI$E NOTA --------- 11 - FOuvDAl7oN -- T I Moa1FtCATTDNS 1 op 7nf EDMON LINO - I L-----------' CONT. 3 113':X 16'LVL FRAMING NOTE o oFRAMED 1 FIRST FLOOR FRAMING PLAN n-IS DRAWING IS A GRAPwc R�aE$E TAnoN of THE SECOND FLOOR CLNG FRAMING PLAN V1�Sof D DORMER �J:I ,re-1•-0, USE �T11s PLA w ITr4 FRAMMG FOR THIS STRUCTURE•CONTRACTOR SHALL NOT � I v SCALE THIS DRAWING FOR THE LOCATION OP FRAMING MEv1BE2S REEFER TO THESIO SAM ELEVATIONS.NS,AMJ S IIEET A-1 Rav1sf o 04022 SC-CT1,ON$FOR DIMENSIONS AND HEIGHTS, � � . I 118108 JOB NO: i FWMA%Wi. 'PLAN Vk%VISEO To Maar 'Mt. "fLeovlR£MENTS SHEET NUMBER OF TI¢ TM 89ITION of 1146 nBWLDW4 /� FOPop. I It•L FAMuy Owa4A/c 1S ,/L�` 7 Y SEL. tLGAREtUI NOTES I DATED 1-7-08 NORTH '9 Town of OaM•�` 1 ��4• �.ti,l'4 No. �A0idover, Mass., O COCMIC EWICK y1%. 01-?ATED PPS` �C7 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING.INSPECTOR THIS CERTIFIES THAT ........... ....�•••....... .........................................:.......... ........................................ ...............:... Foundation has permission to erect........................................ buildings on ......,�7........ �� C ........... Rough to be occupied as........................0.... -f°.�`�•�'/ ...`..�f.� .�'/.. ...... C' ........ 'o'n"' Chimney ........... ........................ provided that the person accepting this permit shall in every respect c nform to the terms of the plication on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteratio and Construction.of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building.Regulations Voids this Permit. ` Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI0 TS Rough ..................... Service BUILDING IN OR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final r' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner i Street No. SEE REVERSE SIDE Smoke Det. OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25 HYDRAULIC DESIGN INFORMATION SHEET Job Name: OLD SALEM VILLAGE Location: RT. 114 NORTH ANDOVER, MA Drawing Date: 12-26-06 Remote Area Number: 1 Contractor: HOME FIRE PROTECTION Telephone: 603-244-1248 www.homefp@comcast.net 29 HUNTER DR EPPING, NH 03042 Designer: BE C41culated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: COMBUSTIBLE Occupancy:RESIDENTIAL Reviewing Authorities:NAFD SYSTEM DESIGN Code:NFPA 13D Hazard:RES System Type:WET Area of Sprinkler Oper. sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: TYCO Area per Sprinkler 324.0 sq ftj Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 33.9 psi Required: 70.9 @ City Supply WATER SUPPLY Water Flow Test Pump Data Date of Test 9-12-06 Rated Capacity 0 gpm Static Pressure 81 .0 psi Rated Pressure 0.0 psi Residual Pres 74 .0 psi Elevation 0 At a Flow .of 1300 gpm Make: Elevation 0" Model: Location: Source of Information: HOME FIRE PROTECTION, INC. SYSTEM VOLUME 15 Gallons Notes: 1 OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 725 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 34 46.8 psi 1 1" Grvd 90 Ell?Take Out? 2 ' 120 1 .049 34 0. 9 1 Pipe 1" 10x21 17 ' 120 4 .260 34 0 . 0 Elevation Change 8 ' 0" 3. 5 Fixed Flow Inside Hose Stream 0 gpm Total Loss for Riser 4.3 psi Hydr Ref Rl Required at Base of Riser 34 51.1 psi 1 1" Fingd Back Flow Valve Watts "007 CHART LOSS 34 5. 0 1 Pipe 1" CUx21 Copper K 50' 150 0. 995 34 14 . 8 Fixed Flow Outside Hose Stream 0 gpm Total Loss for Underground 19.8 psi Hydr Ref R2 Required at City Supply 34 70. 9 psi Water Source 81. 0 psi static, 74.0 psi residual @ 1300 gpm 34 gpm 81.0 psi SAFETY PRESSURE 10.1 psi Available Pressure of 81.0 psi Exceeds Required Pressure of 70.9 psi This is a safety margin of 10.1 psi or 12 % of Supply Maximum Water Velocity is 12 .7 fps I CLD SALEN VILLAGE Drawing Date:12-26-06 12/28/06 7:25 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length PIPE + FTNG'S Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4 .87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not. considered in these Calculations 6 OLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25 Page 4 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT. ) K-FACTOR (PSI) (U.S.GPM) -------------------------------------------------------------------------------- 1 29.00 4 .90 12.0 17.0 2 29. 00 4 . 90 12.0 17.0 10 8 .00 40.8 11 29.00 12 . 8 W 8 .00 46. 8 Max velocity of 12 . 73 occurs in the pipe from 10 TO W GLD SALEM VILLAGE Drawing Date:12-26-06 12/28/06 7:25 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 16.97 1. 109 1T 6.02 12.0 12.0 K = 4 .90 2 C=150 9.91 0.0 0.0 16. 97 0.048 15.92 0. 8 12.0 Vel = 5. 69 16. 97 1 . 109 3E 56.87 12.8 12. 8 11 C=150 4T 51.51 9. 1 0.0 33. 95 0. 175 108.38 18 . 9 12.8 Vel = 11. 39 1. 049 1E 15.17 40.8 40.8 10 C=120 2.00 0.0 0.0 33. 95 0. 346 17.17 5. 9 40.8 Vel = 12.73 W 33. 95 46.8 K = 4. 96 -------------------------------------------------------------------------------- 16.97 1. 109 1T 6.02 12 .0 12.0 K = 4. 90 1 C=150 9.91 0. 0 0.0 16.97 0.048 15.92 0. 8 12.0 Vel = 5. 69 11 16.97 12.8 K = 4 .75 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I' rrcawr%c4uUcu r-lube 1111GvviaswC Urdwll Dy OLD SALEM VILLAGE Static Pressure: 81.0 psi Pressure: 70.9 psi Inside: 0 gpm SprinkCAD RT. 114 Residual Pressure: 74.0 psi Total Flow: 34 gpm Outside: 0 gpm Tyco Fire Products NORTH ANDOVER, MA Flow: 1300 gpm Safety Pressure: 10.1 psi (800)495-5541 Remote Area: 1 Date/Loc: 9-12-06 140 120 - 100 804' Supply P S 60 40 20 1 100 150 200 250 300 350 400 450 500 Flow (gpm) Board of Building Regulations and Standards Construction Supervisor License 94icense -CS 75302 Bithila'te`:S:_�1?J4/1941 r Tr# 6950 .;expiration 127,412008 Re`striction �0 BENJAMIN C.OSGOOD f 69 OLD VILLAGE NO ANDOVER,MA 01845 Commissioner J WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Industries of Massachusetts Mutual Insurance Company Burlington, Massachusetts (800) 876-2765 NCCI NO 26158 POLICY NO. AWC 7013446012007 ITEM PRIOR NO. AWC 7013446012006 1. The Insured Keylime Inc Mailing Address: 10 Hepatica Drive North Andover MA 01845 (No. Street Town or City County State Zip Code ❑ Individual ❑ Partnership ® Corporation ❑ Other FEIN 04-3311218 Other workplaces not shown above: 2. The policy period is from09/15/2007 to 09/15/2008 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 policylimit 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$100 Estimated No. Total Annual of Annual Remuneration Remuneration Premium INTRA 285896 SEE EXT NSION OF INFORI 1ATION PAGE Minimum premium$ 500.00 Total Estimated Annual Premium $ 2,439.00 As indicated,interim adjustments of premium shall be made: Deposit Premium $ 2,551.00 ® Annually ❑ Semi Annually ❑ Quarterty ❑ Monthly MA Assessment Chg. $2,033.95 x 5.5000% $112.00 This policy,including all endorsements,is hereby countersigned by &,v 08/16/2007 Authorized Signature Date GOV GOV9�8 CLAIM NAME SAFETY STATE CLASSOFFICE CHECK GROUP M P Roberts Insurance Agency MA 5645 I Inc WC 00 00 01 A(11-88) 1060 Osgood Street Includes copyrighted material of the National Council on Compensation Insurance, _ North Andover,MA 01845 used with its permission. ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: K, . .Nt�,�� c Site Address: 31 1 Cid �BP� 'G$ DQ\ print TOWri: 1 lV 0 9vr`�eo x� 44�4 a Applicant Phone: 7 -- (0 83` 31 h`3 Applicant Signatur . � e Get a.-• Date of Application: '7�/ NEW C+ONSTRUCTT choose ONE of thefollowin two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAMMUM MINIMUM Ceiling or Basement Slab Option l: Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-10 4 ft 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Qption 2: v REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) v REScheck—Web which can be accessed at http://www.energycodes.gov/rescheek/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) SF 100 x — _ %of glazing (b) Glazing area equals SF b a If glazing is=40% use the chartbelow.: If glazing is>40'0o roceed to "SUNROOlI" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter El Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation maybe used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls,and including any access openings). ❑ SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) i,.GENERAL NOTES: UNIT E OLD SALEM VILLAGE,NORTH ANDOVER MA. 1-7-08 1. LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR EQUAL ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES RECOMMENDATIONS AND SPECIFICATIONS ALL.E=2,000,000 PSI,Fb=3100 PSI. ALL COLUMS DESIGNATED ON DRAWINGS TO BE BOISE CASCADE VERSA-LAM 1.7 2650,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 LESS TO BE NAILED TOGETHER WITH 3 ROWS 16 d @ 12"oc. OR AS SHOWN ON DRAWINGS. 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'/2" dia.BOLTS, ANSI/ASME STANDARD B 18.21-1981 @ 12"oc.STAGGER OR OFF SET EACH ROW BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND WITH,STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON DRAWINGS OR ON STEEL. 5, BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE 6. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.AT PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES 7. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN ACCORDANCE WITH ASTM C 1002 2 12"OC.AND SHALL PENETRATE FRAMING A MINIMUM OF 5/8". 8. ALL OTHER FRAMING TO BE PER THE 7TH EDITION OF MASSACHUSETTS STATE BUILDING CODE.FRAMING LUMBER fb=875 psi, E=1,200.000 psi 9 .ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 10. USE SIMPSON H-10,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR TRUSS.ALLEXTERIOR HANGERS TO BE STAINLESS STEEL.SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY. 11. ALL PRE-ENGINEERED JOIST TO BE BY BOISE CASCADE, AND INSTALLED PER THE CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS INCLUDING BUT NOT LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB STIIFINERS,BRIDGING, BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC.,DO NOT KNOTCH OR CUT JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED B YAB MANUF TURER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS FOR LVL BEAMS AND PRE-ENGINEERED JOIST. 13. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM WIDTH*8" * %" PLATES WITH 4-%"HOLES,BOLTED OR WELDED TO BEAM,BEAM TO BEAM CONNECTIONS TO BE DESIGNED BY ENGINEER. 14. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 15. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT DRAWINGS INCLUDING SHOP DRAWINGS. 18.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH. 19 .FOUNDATION BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. ENGINEER: LAWRENCE H.OGDEN P.E. 198 EAST MAIN STREET GEORGETOWN,MA.01833 978-352-8318, cell 978-502-5921 Gnwood-1.DOC 1/5/08 s JUN-30-2008 03 :24 PM LARRY OGDEN 978 352 2858 P. 01 el r I AL I 1 j _ . 07 I Qt.. 4_ _ ... t r�jC�j k`I .. ice?, t _�.---.-- - -... . _ I , I i I k t 2 I •1- �� • �, � ,�;�Y-I�--_._....:--� ��-� '• --- -•---�--moi.. ... _..._.j_._..i._.__..._...._...._..__.. ...... 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