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Building Permit #174 - 345 BOSTON STREET 9/8/2005
OVER TpVN OY NOR 'a BUILDING�Ep�,RTMELI:1NG ORTWO FAWLY DzZ RENOVAT OR DEMOLISH A O '� a o� 1 APPLICATION TO CONSTRUCT REPAI DA'PE ISSUED �7 -� gjJII,D1NG PERMIT Date 0 or .. Buildin SIGNAT[JRE guildin Commissio er/1 M�and Parcel NuRr Asses SECTION I-SITE INF ORMATION 1.2 1.1 Prop�Y Address: 107D ;;;�14,uiw T Map Number \� 1.4 Prop `y pensions* 1.3 Zoning��uon: -+�Ar� �C Fronta e ft �I R Lot Yard. —�� d ossa Use provided An Zo"m AC QIG SETBKS B Side Yard g red 1.6 BU>LD ed Provided 3b "'4 Front Yard wide l syr a sy'R t.: sem° oasaeve. R red 30 z � o rt, rt O 40 t a. t ouraanwd c 40. 54) zoaRSIIIP� D AGENT 1.7 w+ra�b��" ' o PROPERTY OWI`1E' SECTION 2- Lit ie d ton Q0 26 Ra -Ave Burlin i 2.1 Owner of Record0 m a Inc. Address for Service Name(P _ 781-270-6859 Telephone Sign lure of Record*. m 2.2 Owner Address for Service- Print Name Print Tel hone livable ❑ Si nature CONSTRU�ON SERVI� S Not App SECTION 3" rvisor. 3.1 Liven sed Construction Supe Paul Litchfield License Number strucoon Sup '►$Ot Con Licensed •�• 26 e Expiration Date "< n�ress Telephone riusture Not Applicable 0 tered Home Improvement.COntractor 3.2 KCS`- r Registration Number � z %ompYName G) Expiration Date Address Tele one Si nature r Location -� No. Date gORTM TOWN OF NORTH ANDOVER 3? 0 9 i Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ A s�MU 9 Foundation Permit Fee $ Other Permit Fee $ z TOTAL $ C4Z-S. . Check # 6 18563 ilding Inspe Ur r , SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the bui!ring permit. Signed affidavit Attached.Yes......# No.......0 SECTION 5 Description of Proposed Work check aII a Ucable New Construction (K Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition . ❑ Other ❑ Specify Brief Description of Proposed Work: New Construction —_Singlejamily House 4 Bed, 2 1/2 Bath, Colonial• .3G 0.3 �� U, /Q��a (.Vp.�/�1g-e S �0ofn,0'1 /a 13/4A 3 Ski tlo,.-- SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be Completed by permitapplicant 1. Building 40,000 (a) Building Permit Fee Multi lier. 2 Electrical 10,000 (b) Estimated Total Cost of Construction 3'7s 3 Plumbing Building Permit fee(a)a(b) 4 Mechanical HVAC 12,000 5 Fire Protection 6 Total 1+2+3+4+5 74,000 1 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby au Li��' � �`a r to act on My beha 1 Il as r a orized by this uilding permit upplicPt=-- Signature of Date SECTION 7b O/WNER/ATHORIZED AGENT DECLARATION as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print N .Si"of Owner/AW Date NO.OF STORIES SIZE 36 c&3 A BASEMENT _.. SIZE OF.FLOOR TIMBERS 2 1c t O 1 Z PO 2ND 3RD SPAN DIMENSIONS OF SILLS Z L• F- DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION 7—!o THICKNESS a SIZE OF FOOTING /0 2.70 X MATERIAL OF CHIMNEY IS BUILDING ON SOL IS BUILDING CONNECTED TO NATURAL GAS LINE ti 0) .FORM U LOT RE L�ASEhyRM . INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from. Boards and Departments having jurisdiction•have been obtained. This does not relieve - ----- --=th"pplicant=andf r4andowner4romr complianceWith=anjr ppiicabi -regtdre�le�t --.--. - APPLICANT FILLS OUT THIS SECTION********* APPLICANT Litchfield Co_pany, Inc. PHONE781-270-6859 LOCATION: Assessor's Map Number 107D PARCEL 40 SUBDIVISION LOT(S) STREET 65-06 _ ST.NUMBER OFFICIAL USE ONLY C MME i . F TO GENTS: -CON ERVATION ADMI ISTRATOR DATE APPROVED 4 El DATE REJECTED COMMENTS AK, w/ (, TOWN PLANNER DATE APPROVED. DATE.REJECTED COMMENTS /FOOD INSPECTOR-HEA H DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HtALYH. DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWERIWATER CONNECTIONS - l> DRIVEWAY PERMIT FIRE DEPARTMENT_ /� P2/✓n, P � �,��ct _ Gh�, o , g1 �0<' RECEIVED BY BUILDING INSPECTOR DATE -Revised M7jm FORM U LOT RELEASE f0RM -N INSTRUCTIONS: This form is used to verify that all necessary,approvals/permits from. Boards and'Departments having judsdiction'have been obtained. This does not relieve ---- ---Ahe�pplicant=nd/or4andowner4ron�ompliance* ith=any=*pplicablf--or-requirernen ---_.._._--------- , **APPLICANT FILLS OUT THIS SECTION********* APPLICANT Litchfield Company, Inc. PHONE781-270-6859 LOCATION: Assessor's Map Number 107D PARCEL_ SUBDIVISION LOT(S)_�� _.STREET ,2 s?ro� -_ _ ST.NUM13ER�� OFFICIAL USE ONLY CPt ME F TO GENTS: CONVATION ADMI ISTRATOR BATE APPROVED DATE REJECTED COMMENTS I Y`/j--- � ) � gfh TOWN PLAN q�l COMMENTS °fy j I D(o q x3 ov /FOOD INSPECTOR- 4Q NSPECT�- DI 3f1 S SEPTIC INSPECTOR COMMENTS,4,__. PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVEWAY PERMIT Gam/ Z FIRE DEPARTMENT_ Perm► ..eT. W RECEIVED BY BUILDING INSPECTOR DATE -Revised 9197 jm The Commonwealth of Massae ,.,etts 2. i d : Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 �, S�•'' Wormers'Compensation Insurance Affidavit Name Please Print Name: Litchfield Company, Inc. Location: City No. Andover Phone # .I am a homeowner performing all work myself.. am a sole proprietor and have no one working In any capacity am an employer providing workers'compensation for my employees working on this.job. Cbmpanv name: Litchfield Company, Inc. Address 26 Ray Avenue City Burlington.' MA 01803 Phoner#- 781-270-6859 . ti . Insurance.Co. .Savers Proverty. Policy# WC0002104 - Comnany name: Address City' Phone# Insurance Co. Policy# Ferture to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties or•a fine up to$1,5W' and/or one years'imprisonment.es.weUAs.cb442eaalUeslolhe,t=da-SIOPVYORK ORDEP mid-afine,c 4$IDOM).aliayAgaimt.mm 1 understand that a copy of this statement may be forwarded to the office of Investigations of the DEA for coverage verification. I do hereby cerfiry under the pains a naifies of t mY that the hrformation provided above is true and correct: Signature Date Print name l Phonel 781-270-6859 Official use only do not=In'this area to be completed by city or town officiar . CRY or Town PermitAkensina i .0 Building Dept []Check d'immediate response is required 0 Licensing Board [] Selectman's Once Contact person: Phone M, .[] Health Department Other NORTH ooT 7. Andover wn f No. Of W8 r Vft qS 00 -W C' dover, Mass., 91 wa do 0 L A COC,HICHEWICK Of?ATED BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.....04!.............................................................��� �I�/� �� Foundation has permission to erect............... buildings on..Xq!......Mys. Rough ........ .................. .... . ................................ 4) // V*�� A9 AIJ Chimney C sp S/;4 .....#1 ' to be occupied as... fA!Rft...49_1110�... ............................................... ........ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relatito the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 0) DX PLUMBING INSPECTOR '0O IN& VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS I ELECTRICAL INSPECTOR UNLESS CONSTRUCTJON STTSRough 00 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 Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. RTH Town o 4Andover No. f _ 1 i No dower, Mass., S a d�S-A-O COCMIC MEWICK 5 RATED o'Py SACHUS FOR EXCAVATION AND FOUNDATION ,u/ A* 61 cam. � C. ........................................................... THIS CERTIFIES THAT .... .................................................................. has permission to excavate and pour foundation at ..... mT hQ 1* 3 %r.....& 40A) 44& ................................................ ................... for the purpose of.. . ......................................... .I... ...s,ia��....v111 olt r , S/N /r.... w'a ��� PP ......... ......... . . . . The person accepting this permit must return to the office of the Building Insctor a certified plot plan show of building thereon before Foundation will be inspected. '•7D7(9 VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. ,44 ftoAa&& ................... ............................. 11 SEE REVERSE SIDE BUILDING INSPECTOR l . 0 . ..: Town of .�,s=,���_��' NORTH ANDOVER O BUILDING PERMIT INSPECTION REPORT PERMIT NO.: /�PROJECT: -ani a/i3/� 336// /S S U� DATE: �^ 40- UNIT NO.: FLOOR: �a BUILDING NO.: 3S za s-A)"' s 4- REMARKS: Excavation-depth and soil conditions Framing- Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains- Insulation- Other: Date: Date: Date: Inspector Inspector Inspector Electrical-rough- Plumbing and/or gas-rough- Other: Date: Date: Date: Inspector Inspector Inspector Electrical-final Plumbing and/or gas-final Other: Date: Date: Date: Inspector Inspector Inspector Fire Dept- oil burner,tank,stove,smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: -Cof 0# Inspector Inspector Inspector Form#998 Action Press,885.7000 r t b North Andover Building Department. DEBRIS DISPOSAL FORM , In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A: The debris will be disposed of in: ERRCO, Epping, NH . (Location of Facility) Signa ure of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector i i e; .d liltVto Q +` i x BOARD OF;BUILDINGREGULATIONS License ONSTRUCTION.SLfPERVISQR I a s * Z _ E i NumoT 077199' I Brthdate iOy0479594 24190 i;, i xpires y�0y --[[2-006 -T, r no: a PAUL LITCFIFIELf3,� zk 47f2LIMFORD ST �/J,, ,. • 852'. Lo ELL MA 01 _� comrtussioner FROM :Colonial Drafting NH FAX,NO. :603 879 9696 Oct. 06 2004 05:10PM P1 A MAScheck COMPLIANCE REPORT Massachusetts Energy Code MAscheck software Version 2.01 Release 3 I Permit # TITL • C E• L-238 / 18115 pecked by/Dare I CITY: North Andover f STATE: Massachusetts HDD: 6322 CONSTRUON HEATING SYSTEM TYpF; otherF(Non-ElectricDetached Res� DATE: 10-6-2004 Resistance) DATE OF PLANS: 9-1604 PROJECT INFORMATION: Bayberry 1 COMPANY INFORMATION: Litchfield Co. 26 Ray Avenue Burlington, MA 01803 COMPLIANCE: Passes Maximum UA = 560 Your Home = 509 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA -------------------- ---- ------------- CEILINGS 1518 30.00.0 WALLS: wood Frame, 16" D.C. 2459 13.0 0.0 202 GLAZING: windows or Doors 33 0.340 GLAZING: windows or Doors 25 0.340 19 GLAZING: windows or Doors 348 0.370 129 GLAZING: windows or Doors 40 0.400 16 DOORS 20 0.350 7 DOORS 17 0.540 9 FLOORS: Over Unconditioned space 1144 19.0 0.0 54 FLOORS: over Outside Air 566 30.0 0.0 19 HVAC EQUIPMENT: Furnace, 92.0 AFUE ------------------------------------------=------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the buildingplans, specifications, and other calculations submitted with the permitapplication. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable standard Design conditions found in the code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 790CMR 1310 and 34.4. Builder/Designer AOL& hg, AL 7-;� Date /0-& 10/06/2004 WED 17:13 [JOB N0. 73421 1@001 FROM :Colonial Drafting NH FA>4 NO. :603 879 9696 Oct. 06 2004 05:11PM P2 MAScheck COMPLIANCE REPORT I Massachusetts Energy code I Permit MAScheck Software Version 2.01 Release 3 #I I checked-by/Date j TITLE: L-238 / 18115 I CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-17-2004 DATE OF PLANS: 9-16-04 PROJECT INFORMATION: Bayberry 1 COMPANY INFORMATION: Litchfield co. 26 Ray Avenue Burlington, MA 01803 COMPLIANCE; Passes Maximum UA = 560 Your Home = 455 Area or cavity Cont. Glazing/Door -------Perimeter R-value R-value U-value UA --------------- ------------------------------------- CEILINGS 1518 30.0 0.0 53 WALLS: wood Frame, 16" O.C. 2459 19.0 0.0 148 GLAZING: windows or Doors 33 0.340 11 GLAZING: windows or Doors 25 0.340 9 GLAZING: Windows or Doors 348 0.370 129 GLAZING: Windows or Doors 40 0.400 16 DOORS 20 0.350 7 DOORS 17 0.540 9 FLOORS: Over unconditioned space 1144 19.0 0.0 54 FLOORS: over outside Air 566 30.0 0.0 19 HVAC EQUIPMENT: Furnace, 92.0 AFUE -------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable standard Design Conditions found in the code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and 34.4. sui l der/ e��gner hAl Date / �7 10/06/2004 WED 17:13 (JOB N0. 73421 0 002 FROM .:Colonial Drafting NH FRX NO. :603 879 9696 Oct. 06 2004 05:11PM P3 TITLE: L-238 / 18115 MAScheck INSPECTION CHECKLIST Massachusetts Energy code MAscheck software version 2.01 Release 3 DATE: 10.6-2004 Dept. 1 use I [ ] I CI. R-30 Comments/Location I WALLS: L 7 1. Wood Frame, 16" O.C. , R-13 Comments/Location k y IWINDOWS AND GLASS DOORS: !-IAAv-4Y Vt CyN - ,tv 4 C 7 I 1. u-value: 0.34 For windows without labeled U-values describe features: I # Panes Frame Type TAermal Break? [ ] Yes [ ] No I Comments/Locatio �. C 1 I 2. u-value: 0.34 For windows without labeled u-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No [ ] Comments/Location- W"'4-1s - 3. u-value: 0.37 I For windows without labeled u-values, describe features: I # Panes Frame Typ Thermal Break? [ ] Yes [ ] No I Comments/Locatio [ ] 1 4. U-value- 0.4 I For windows without labeled - u values, describe features: # Panes Frame Type Thermal Break? s Comments [ ] Ye [ ] No Loc 'o I / ati n IDOORS: L ] I 1. U-value: 0.35 I Comments/Location Fnnni [ ] I 2. U-value: 0.54 Comments/Location—_ &410V<A-.-T' 1 [ ] I FLOORS: 1. over unconditioned space, R-19 �,*A,) I comments/Location [ ] I /-L 2. over Outside Air, R-30 Comments/Location ,,�C�fy L� -5 ;,0u)i CV6Z Ga tear�. I HVAC EQUIPMENT' / /ZCX/m ee [ ] I 1. Furnace, 92.0 AFUE or higher -- 1 Make and Model Number I I AIR LEAKAGE: [ ] I joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type Ic rated, in accordance with standard ASTM E 283 with no I more than 2.0 cfm (0.944 L/s) air movement from the tete conditioned space to the ceiling cavity. The lighting fixture 10/06/2004 WED 17:13 (JOB NO. 73421 1a003 FROM •:Colonial Drafting NH FAX- NO. :603 879 9696 Oct. 06 2004 05:11PM P4 I shall have been tested at 75 difference and shall be lPA or 1.S7 lbs/ft2 pressure I abeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating II and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating Iequipment efficiency must be clearly marked on the building plans or specifications. 1 DUCT INSULATION: C a i Ducts shall be insulated per Table X4.4.7.1. I DUCT CONSTRUCTION: [ I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be 1 omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual 1 or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. IHVAC EQUIPMENT SIZING; [ 7 I Rated output capacity of the heating/tooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and 74.4. ISWIMMING POOLS: [ ] iAll heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 I CIRCULATING HOT WATER SYSTEMS: [ ] Insulate circulating hot water pipes to the following levels (in.); PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F); RUNOUTS 0-1" J 0-1.25" 1.5-2.0" 2.0+" J .170-180 0.5 J 1.0 1.5 2.0 J 140-160 0.5 J 0.5 1.0 1.5 10/06/2004 WED 17:13 (JOB NO. 73421 0 004 FROM .:Colonial Drafting NH FAX NO. :603 879 9696 Oct. 06 2004 05:12PM P5 I 100-130 0.5 I 0.5 0.5 1.0 I ---�NOTE5 TO FIELD (Building Department use only)------------------------- 10/06/2004 WED 17:13 [JOB NO. 73421 1a005 Professional Land Surveyors rt Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD & WEED 1885 - 1972 PLOT PLAN OF LAND LOCATED IN kl( rr,i,"/V& 77 MASS. �S S7C1L� 9,33 IS3.17 LcT�2 3 X96 w D16L/ G. /V AZ' " s �� N STrLC.,6 4 3i h ^^b S3f,5 9l0%/ Y: •. Z-,:�7i4��'� yy� t— O K-� � • LOT ARS: �3� LOTcforA> s FROivr .YARD: 3a o ►: t .. SIDE YARDilQix��, EJA }. " µ LIMA i � r ; a 4 4 �k w.. r • d+ � ..� .,r.,,�7:. cw �ry,;S¢�"�p,'�,'`.fry*�f�� • ..�'��y.. �" `� `l _'�y�•M,a .....�... ,i�iir�^.��iorl '+�:§ � aa.f��' .V:'P� CONTINUOUS RIDGE VENT---� I Ila I in �. I z w - S J-L�I 1 �� �- I a w , I � T�T� _T7 1Zr T. r a LI:--T� ASPHALT SHINGLES== - T -1 L I _C T r M _...... -r T'--__._ - T- 12 _ i 1_ CONTINUOUS RIDGE VENT S --. 'L-F-'- TL CrJ_ r_ ,o L r_r.L T S T � T TT L r _ _- - I.. T Z .t 1 r _. r L_L : to ----- ---------- --.. 4_ _ °w - T -� ( _ - ..\ r 1 r 4 k FINISH CEILING I I W � { --- - - - - ASPHALT SHINGLES r - _ ....... }-" -- -- w p U Ly- LU tu 71- L1 i = r } _- ---- z -- ------------ - �T1 - --- 1 `-- _ �11 - _. - -- - - FINISH FLOOR I _q FINISH GEILING ---._- y., T= L r--- --- 1 -- -___ _ - FINISH CEILING 3 Q - - - - --_. _ p - - - - - - - -- LU i -- � - �. I - -- - - -__ r7_: - - - _ rr ff � coNTlNuous -.I ---- I � k =� ::: --- ------ � ---!'I" _ �.9 G=� !.'�._. C4 SOFFIT VENT-- RN SH FLOOR_ - ^� II II-- -it 11 I1 U FINISH_FLOOR,� --- --- -- -- .- OTTOM FINISH CEILING B - t _ _ OF JOISTS - _ - CEDAR I APPROX. GRADE CLAPBOARDS APPROX. GRADE i FINISH GARAGE SLAB __-___.- _ .__...--_--...---- _--------------- FINISH_SLAB -� _. _... -------- -- ...__...., , I �. --__________________.__.____-__ .____...._i___________ _________.__________ -------------------------______________43 z � l O O . ' 1 ----------------------- �'-STEP FOOTING AS FRONT ELEVATION REQUIRED BY GRADE ---- SCALE: 1/4" 1'-0" i � Lu OLL ( uj lu 0. 0 zl IO -JOB NO. - --.. 04-2_02_ REVISED:04/01/05 WINDOW SCHEDULE/ADJUSTED PLANS THE ROSEWOOD - I OF 11 SHEETS IPR 0 8 20D5 ONTINUOUS T RIDGE VENT --- 12 j --- 10 U Q - --- j i— m m :-- - - - a Q > - ASPHALT SHINGLES ONTINUOUS ---CEDAR --- — --- - p -- __-_ RIDGE VENT -- CLAPBOARDS J12 ---- - ---------—. __ - n - -- -- - __ -- - FINISH CEILING I -- - - ------------ U Q --� ^ w T L .r --- — – ----- I ._t Q a 1� ASPHALT SHINGLES Tr — 10 L1 _ - -- - —------ ------ T w a (-- r - - ----- - -- I 4' 0 FINISH FLOOR �I z FIREPLACE VENT -- - FINISH CEILING p U! cA LLI 7IL E I - --- - - -- - - Q a V i" ------- Tfl- ---------- -- — —— -- -- --_ - - _ -- -- C - FINISH FLOOR— EDAR CLAPBOARDS-- -- -- CEILING_._ __... ._. - 3 777 O [ .� If-11 C Jl = - o _ W ILL[ APPROX. GRADE — -------------- FINISH GARAGE SLAB ------- ---- ---- Q € RETAINING WALL AS REQUIRED O ---------------------------------------------------- - - DESIGNED BY OTHERS O lt - -- ------------- --------------------------------------- O ---- -- O RIC=I-�T SIDE ELEVATION U �j ;----;;-- -— A. All framing lumber used shall be S.P.F. no.2 or better unless SCALE: otherwise noted: Fb 1150 repetative E=1,300,00 lU GENERAL CONSTRUCTION NOTES Allowable Extreme Fiber Stress In Bending Fb 1100 o -- - ---- - — E=1,300.000 of 1.0 LUa � Q B, All lumber shall bear the stamp the approving grading agency. N _ 1. FOUNDATION 2_CONCRETE C. All wood sills on concrete shall be preassure treated lumber I ll- V/ _ A. All concrete shall have a minimum compressive strengthof D. Fasten all lumber eecurei to all supports, I 0 A. All footings shall bear on undisturbed soil having a minimum mpi' y pp K's,L. 000, , ` Y bearing capacity of 3,000 p.s.f.. 3 E. All plywood shall be APA GD exterior grade plywood unless v _L B. The bottom elevation of exterior footings shall be a minimum of B. All concrete work"]I comply with Q.C.I. specifications. O 9 otherwise noted. l� 4'-0° below outside finish grade. Lower footings as required 3. STRUCTURAL BEAMS F. All construction shall comply with The National Design IL ` to reach good bearing Boil. — -----_= g by Specifications. W C. Thoroughly compact the bottom of excavations prior to forming A. Ali laminated beam shall be designed others. W B, The structural beams manufacturer and supplier shall soley ----- footings. 5. MISCELLANEOUS I JOB NO. be responsible for any related connections and bracing. D. Ail backfilled used Inside the building shall be well graded This beam and connections shall be deafened to A, The General Contractor shall verify all details and dimensions 03-182 gravel which shall be thoroughly compacted In 8" layers. carry all loads, before proceeding with work. Notify Architect of any --- — -On site material may be used if acceptable to the C, The structural beam manufacturer shall submit If required, discrepancies. DO NOT SCALE DRAWINGS. Uj Engineer. all related design calculations which shall bear the seal of a B. Provide all shoring necessary to brace the building during A-2 E. All foundation walls shall be back filled evenly on both sides Massachusetts State Engineer, construction, to prevent unbalanced loading. G. All workmanship and materials shall conform to F. All concrete shall be placed in dry excavations. Pump away ground water as required. THE MASSACHUSETTS STATE BUILDING CODE-SIXTH EDITION. I OF 11 SWEETS CONTINUOUS RIDGE VENT DO NOT INSTALL IF OPTIONAL VAULTED CEILING Q IS USED IN MASTER BEDROOM Q 12 c QI - ' ASPHALT —__ I f SHINGLES_. - __ - w 0 w --- -- - L- --- X T -- j� -- U Q o —_ - _ ___ I, _ _--____ _ _ _ Lu r -� - -- - -- - ---_ -- - ONTINUOUS RIDGE VENT 3 (1= (Q T _ FIN15W CEILING ------ ---- - - -- - -...- -- ---- -- p u --- -- uilm- ul U Q Q = ru r I _-_- I - ---_- - -- - -------- -- ---_- -ASPHALT SHINGLES per[ W I Itll z -..... FINISH FLOOR I - --: =CEDAR CLAPBOARDS----- ----- -- _ w a Q FINISH CEILING I - - -- ----- - --- -- --- _=- 'V Ui --T N ------ - 4 Lu ' (( - 5 X&'-5" SLIDING DOOR r' d) Lu FINISH FLOOR -.-- _- -- ------- _ - 0 i FINISH CEILING UJ APPROX. GRADE -- --------------- ---��------ —._ 1 _-..-----_ --- LL _ -- L 1 - - 'l WINDOW WE , - - - I U O AS REQUIRED—''L DIA.CONCRETE d) I PIER FOOTING 4'-0" B - - - DEEP MIN. I i o ■iil� I V�J FINISH SLAB O --------------------------------- --------- - - -- ---------------------------------------------- -------------"--------------------- Q RIGHT SIDE ELEVATION O W I SCALE- 1/4" = 1'-0" O } - --- U HARVEY YIGON WINDOW SCHEDULE OPENINGS TO VERIFY WINDOW ROUGH I __— OPENINGS AND SCHEDULE PRIOR TO CONSTRUCTION , lu MANUFACTURER APPROX. NO. MARK WINDOW ROUGH REMARKS wILL Q NUMBER OPENING i A - - _--- l2" X94 5/16"- _ DOUBLE HUNG /-HALF ROUND D - - 4 B b5 I/2° 6116 Lk HUNG I U -2 G ---- 38 X 65 1/2" DOUBLE HUNG 2 D - 30' X 65 1/2" DOUBLE HUNG �f d ( n/ 3E - li 1/2"" X b0" CASEMENT COMBINATION --- - I i F - j 51" X 42"_ DOUBLE HUNG TWIN - ------- 1 ---JOB No.—--- 3 G - --- - 30" X 49 I/2" DOUBLE HUNG ------ -- - -- - – - -- — ---- I 04-202 2 H _ 166.1/4 X 51 1/2' DOUBLE HUNG TWIN _ f...... _-.. _._ -y-- -- - --- - - 22" X 5l 1/2" DOUBLE HUNG j U _ 38" X 51 1/2" DOUBLE HUNG 3 X 511/2" DOUBLE HUNG 58 1/4" X 49 1/2" DOUBLE HUNG (SAFETY GLASS) -12" X l4 5/16" DOUBLE HUNG / HALF ROUND --- ---- ---- OF 11 SHEETS -CONTINUOUS I RIDGE VENT Q 4 1 I T_ _ z w L 1 L 17- - w Ul ( Q a l _J._. T _ Z l -I t T_LT-i �_ _L T Q �n L. L�1 I _L I - - 1 1 I- 1 1' I{ U ASPHALT SHINGLES L' �r �. - - - r---r—T—T -T t. ILI I CONTINUOUS I--T- 1 I �. _ .. -r-1 -- -� a-.� t- - ----- T-�-I �.rC RIZ � X � O O L ._... r - RIDGE VENT -71 r_ -- -T' FINISH CEILING -- -- ----:_7=—=--_- _-- , - T -- _T_ ASPHALT _ -SHINGLES Z3 W CONTINUOUS -------- --I - - -- --- -- _- -- — - T z 7 SOFFIT VENT-- — --- I -; --- --- - - - -_ tu La - -- ---- ---I - � —_-_.R`-IC_-KE_—T_A-S ——_- �-..CEDAR CLAPBOARDS --ICE t WATER SHIELD � QQ W zo I Q3n Q(3FNSH FLOOR FINISH CEILING ----------- -- FINISH CEILING ----------'-._..-� ------ ---- -CEDAR CLAPBOARDS _ X 1"SALLUST 1-F -L. ERS -- O.G. MAX.'IRS FINISH FLOOR 36 HIGH _ —CEDAR -- — -- - - - _ - - iii l� I _ --- GLAPSOARDS FINISH FLOOR I FINISH CEILING APPROX. GRADE _ - .1 --- —-- — 0 1'-0"DIA. CONCRETE'-�,j, t 6 X &'-8" SLIDING DOOR O Lu PIER FOOTING 4'-0" V w DEEP MIN. - APPROX. GRADE Q FINISH SLAB r - - - - - - - - - - - - - - - - - - - - - - - ._ ... .. - - - - - - F - - - - - - - - -i FINISH SLAB I- --- - - -- --- - - - - - -' L STEP FOOTING AND - -l - - - - - -- — FOUNDATION AS REQUIRED--- lu M Lu O U uj REAR ELEVATION W 1X SCALE: 1/4" = V-O" 0.0 }- lu - I REVISED:04/0I/05 WINDOW SCHEDULE/ADJUSTED PLANS 04_202 THE ROSEWOOD A-4 _ � ----------=____--__-__------ I I I I T-10" 9'-4" 3'-2° s ------------ I I I ---------------}---------------------------------------------- --------------------------- -----i --------------------------------'--------------- -- ,n--------gr6x'fOVJ=RHEADD005�2- 9'-0"x1 OVERHEAD DOOR 9',O"xi OVERHEAD DOOR , a' Ifi ia:a 12 12'-ro P4' a cp !a:a 0 - ?'e Doul A D D I E I b O 2'-q"pe• IP-2" m D m i A c'i to Z p _ z -- -------------------- -- -- °•CI ( m - - - - - - Q r -------------------- : -y L 12'-0" ut z � C N I �_, D m b Irp D �. (1 _3n � doD � Ip +fin a.aI QI 3 r Ozx20 p D 0 z b 0 °ca I" �Oryry O ! EO A o0 = I°•° v b °O � I xo 4 �' � 70A NZa` N z °'° '0 0 C7 Fa z i>•o CAO ?" i .p DbAbc(pi Zi I 13'-2" p 13'-2" I � PC•J N� D i'�i i 1 p c' Dov `---- 'al A O i m � u) M a.< mm 0� 7� I(\\ oe— ill 11 _ ---------- ------------------- ---------- ___ •'�' It _______________�__________ p________________ ----_ '__________ _____________v____ _-__ -_ �I ______ _ v • o - E v v o — m z I j "1 O E 14'-0" O N N I m v ->3 I I PROPOSED HOUSE FOR: DESIGNED BY: g LITC FI LD COMPANIES I� GAVIN 4 SULLIVAN ARCHITECTS - - 2 aO Di ; 128 WARREN STREET [REAR] LOWELL, MA. 0 N �I FOUNDATION PLAN II li SCALE: AS NOTED I� DATE: OCT, 8, 2003 DRAWN BY: DJD CHECKED BY: — 1 C i REVISED BY: 4'-0" 4'-0" VERIFY LOCATION WITH KITCHEN PLANLu Q z CA � m I A I o SUN Roots 4 E .. � w FO m � Qu d-0"SLIDIN�s � W W MICRO-LAM BEAM O 2-3'-0' DESIGNED BY OYHIERS = -,I " fl " I --------- O .(� — - - — - _ LJl—J 2'8" s KITCHEN LAUNDRY w E-FAB GAS T 1� m m 1 FIREPLACE ap m z EATING AREA it O I DIRECT VENT REAR - T _II = L } N ca O I - 3 b" O Ljo I �- -- EsATN � O -------- N O FAMILY ROOM r s'-0" 3b" -------- 4•-219" i0 VAULTED CEILINGm - --- ------ Z LL W r {fie} MOKE `g 30 5-8' ° i DETECTOR ,� 4' ° ----- — 2 m w O - - - ----- ------------------------------------------ 13'-0 SMOKE DETECTOR DINING ROOM LIVING ROOM Lu V! z UP FOYER MICRO-LAM BEAM O z L +#- MICRO-LAM BEAM Q r DESIGNED BY OTHERS ODESIGNED BY OTHERS g ► v �� - - DOWN 0 �j - v +- N 4--0" 10'-0" 4'-0" y_g" 1'-6" 4'-0" 1� 2-9.. 3'-0" 6'-0.. 3'-0" 2,_9" 2'-S" a 13'-0" 12'-0" a I U- JOB NO. i 04-202 FIRST FLOOR PLAN _A - REVISED:04/01/05SWINDOW SCHEDULE/ADJUSTED PLANS A-& SCALE: 1/4" = I'-O" THE ROEWOOD ------ --------- ------ Or 11 SHEET6 B to --- A 9 ----------------------- A-8 Q' i uj i m — In I a 3: Qju (Y lu Q lu 10-4" IO'_Z• il'-0" BATH FAN O EXHAUST TO BATH FAN Z Q OOUTSIDE O I O -EXHAUST TO OUTSIDE El CRICKET AS-". S - REQUIRED I RO t SHELF W ICE AND WATER Y ' SHIELD T^ ® z I LU i Q 2 i N 9 �Q u --------------- ,L I J'� U1 BEDROOM •2 Y w l * V� w LuA {� SMOKE a'-0" , '� d Q m T DETECTOR '� MASTER Q pQ Q� w Z BATH I BATH O i i z �. a Q -- Y Y z 4 J Lau q 5'-4" _ 9 SMOKE E DETECTOR O SHELF 4'-0"SLIDING ? O ROD t �u , MASTER BEDROOM ABOVE ROD t SHELF 4O U+ sl aiR . Q OPTIONAL ABOVE 4'-0"SLIDING ' 'O)�r :4ix; wEa,� 7TLE VAULTED CEILING IF NOT ; 6-0. P :vrrzirtP; SMOKE VAULTED —----- - V---_-s - - - - - DETECTOR --------------------------------- -- 2-6" 2-6" :o BEDROOM " _ 3 OPTIONAL (} SMOKE WALK UP T DETECTOR ATTIC SMOKE h -------------- DETECTOR 13'_z" DETECTOR-------------- 11$Y L -- --- ---------- _ WOOD BEAM a z — ---- - ---- Q SEE FRAMING PLANS BEDROOM 01 � 11- - VAULTED CEILING (D 03 JOO O U � ® oQ SECOND FLOOR PLAN W J SCALE: 1/4' = 1'-0" — - O_ u- z 13'-0" W 3 O ALL BEDROOMS SHALL HAVE ONE WINDOW THAT w t ` MEETS MA, STATE BUILDING CODE 6 TH EDITION 3a'-0" V U FOR EMERGENCY EGRESS, a uj i IF WALK UP ATTIC IS PROVIDED, ALL BEARING WALLS JOB NO AND JOISTS SHALL BE PROTECTED WITH 1/2" TYPE "X" B SHEETROCK. A 1 -9 04-202 A-8 REVISED:04/01/05 WINDOW SCHEDULE/ADXSTED PLANS REVISED: FEB. 14,20o5 FRAMING Ali —1 THE ROSEWOOD – -- OF 11 SHEETS . A � Q cf? lz Q CONTINUOUS RIDGE VENT 2 X 12 RIDG Q Q� R • Q J III ASPHALT SHINGLES 3 O. � 150 FELTuj O uj 1/2" EXTERIOR PLYWOOD O 2 X 10 RAFTERS 016"O.C. IU 0 ATTIC i > Q U 2 X 10 CEILING JOISTS 0 I6"O.C.- Lu 9" FIBERGLASS INSULATION ~ Q W Lu 111 FINISH CEILING as I Q 0 z --- o z W I X 3 STRAPPING 0 16' OIC Q CONT. SOFFIT 1/2"GYPSUM BOARD =_-_ 7 VENT BEDROOM 02 L Q Q BEDRROM 03 .tt X 4 STUDS 0 16"O.C. _ Q �J N 3/4"Tt3 PLYWOOD I/2"GYPSUM BOARD [GLUED t NAILED] EACH SIDE FINISH FLOOR _ FINISH CEILING CLAPBOARD SIDING I X 3 STRAPPING 0 16'O.G. — TYVEK 1/2" GYPSUM BOARD DINING= ROOM 1/2" EXTERIOR PLYWOOD 4 2 X 4 STUDS a 16"O.G. EATING AREA _ 31/2" FIBERGLASS INSUL. R-13 2 X 4 STUDS o I6"O.G. 1/2"GYPSUM BOARD 3/4"TIG PLYWOOD 1/2"GYPSUM BOARD [GLUED t NAILEDI EACH SIDE FINISH FLOOR — (n _ _BOT.OF JTS. SiSiSUL2nAf2f2Rf APPROX. GRADE — Z 4-2 X 12 BEAM.- -2 X 6 P.T. SI SILL SEAL INSULATION 3 1/2 "DIA. LALLY COLUMN 1/2" DIA. ANCHOR BOLTS _ I BITUMINOUS BASEMENT a 6'-0"ac. OR STRAP m DAMPPROOFING ----__..__._ ANCHOR$0 4'-0" 2X4 CONT. KEYWAY 2'-&"X 2--b-X 1'-0"DEEP 4"CONCRETE SLAB O CONCRETE FOOTINGS 4 MIL POLY VAPOR BAR. 6" COMPACTED GRAVEL v FINISH SLAB i - -- - _ - - - - L, LL a J D z SECTION A-A o U - SCALE: I/4" = I'-o" 0 Lu }- a JOB NO. ----- REVISED:04/01/05 WINDOW SCHEDULE/ADJUSTED PLANS O4-202 REVISED: FEB. 14,2005 FRAMING THE ROSEWOOD A-S OF 11 SWEETS Q 1 ROOF NOTES Q r A)IF ANY ROOM HAS A CATHEDRAL OR VAULTED CEILING. 11r } ED • � ENTIRE MAIN ROOF TO BE 2"X12" RAFTERS IN ORDER Ul n NOT TO COMPRESS INSULATION AND PROPER VENT Q N IN VAULTED AREAS. } CONTINUOUS RIDGE VENT OPTIONAL VERSION IS TO USE 2"XIO" RAFTERS 5 1/2" U Q� Ul 2 X 12 RIDG 1R-19J BATTS,STRAPPING,THREE CATERS OF I"RIGID l i cl (K INSULATION THEN 1/2" SHEETROCK FINISH, ATTIC AFTERS BEYOND U 4 J ASPHALT SHINGLES 8 CO 32 O, � 150 FELTLu O Y 1/2"EXTERIOR PLYWOODO CEILING JOISTS ` 2 X 10 RAFTERS alb"O.G. 'G� 1U 8 1/4"(R-30)FACED FIBERGLASS BATTS > clLU �V Q _ X 3 STRAPPING a 16' 1/2" GYPSUM BOARD LuW - 0 FINISH CEILING ---- z ° z W CONT. SOFFIT MASTER BEDROOM } a W VENT 9 M. BATT 1 Lu Q Q U � 2 X 4 STUDS c I6"O.G. r N 3/4"T!G PLYWOOD 1/2" GYPSUM BOARD ----_ ---- -- [GLUED t NAILED] EACH SIDE FINISH FLOOR FINISH CEILING - CLAPBOARD SIDING I X 3 STRAPPING 16'O.G. I/2' EXTERIOR P TYVEK 1/2" GYPSUM OARD LYWOOD LIVINCs ROOM 9 2 X 4 STUDS®16" O.C. LAUNDRY m 3 1/2"FIBERGLASS INSUL. R-13 2 X 4 STUDS 16"O.C. 1/2"GYPSUM BOARD 3/4"TtG P WOOD 1/2"GYPSUM BOARD [GLUED 4 4AILED) LgACH SIDE FINISH FLOOR >� ._ -- —-- BOT._OF_J_TS_._ Lu APPROX. GRADE 4-2 X 12 BEAM 2-2 X 6 P.T. SILL. z SILL SEAL INSULATION "Q 3 I!2"DIA. LALLY COLUMN 1/2" DIA. ANCHOR BOLTS BITUMINOUS BASEMENT c 6'-0" O.G. OR STRAP I� DAMPPROOFING ANCHORS•4'-0" 2X4 CONT. KEYWAY 2-6" X 2'-6"X 1'-0"DEEP 4"CONCRETESLAB O CONCRETE FOOTINGS 4 MIL POLY VAPOR BAR, t ` b" COMPACTED GRAVEL v FINISH SLAB OM1 j LL u M w 0t z o ' O SECTION 5-8 U) (L U 0 SCALE: 1/4" - 1'-0" CC(L _( I Lu IF WALK UP ATTIC IS PROVIDED,ALL BEARING WALLS AND JOISTS SHALL BE PROTECTED WITH 1/2" TYPE "X" JOdB NO. " SNEETROGK, REvISED:04/01/05 WINDOW SCWEDULE/ADJUSTED PLANS OT-202 REVISED: FEB. 14,2005 FRAMING THE ROSEWOOD A-c3 OF 11 SHEETS ------ ----------------- Q :l _--------------_------ - - - - I >~ -0„ m p� K V NTINUE RAFTER DOWN TO WALL 3 O W ,^ Q i0 a VER FRAME SUNROOH ROOF �7LLJ • (2)2"X8" (2)2"X6" (2)2"X6" r• WINDOW HEADERS(SEE ATTIC FRAMING) T �. I6 2"xl0° 2.X10"ATTIC JOISTS. "O_.G.. (SEE NOTE•A BELOW) iy o NZ I"XB"COLLAR TIES.32"O.G. Q W GLGBH•I LGBM RFB • X 2"X12°RIDGE BOARD .9 W Ul V X 4 = 2"XRAFTERS•16 O.C. NAULTED CEILING) 9 6 2"XIO"RAFTERS.16 O. w 2"XIO"ATTIC JOISTS.16"O.G. (SEE NOTE•A BELOW) n � � L BM•3 _ B •4 R• t F- .. __ Z OST (2n"x6^ "Xio"RAFTERS > W CEILING BEAM SCHEDULE POST 60LID -- :- -- _- •16 O.C. Q CLGBM•1-5 1/4"X9 In"ZOE PARALLAM PSL lTYP.) (2n xB" ROOF NOTES 2"X6"DORMER ---- - GLGBM•2-5 1/4'X9 V2°2.0E PARALLAM PSL I A)IF ANY ROOM HAS A CATHEDRAL OR VAULTED CEILING. RAFTERS.16"O.C. 2"Xb"RAFTERS l� 3 CLGBM•3-3 1/2"X9 1/2"2.OE PARALLAM PSL —Ilk- ENTIRE MAIN ROOF TO BE 2"XI2"RAFTERS IN ORDER �1'-) •16"O.C. n V cry d) CLGBM•4-3 I/2"X9 I/2"2.OE PARALLAM PSL 13-0" IZ-0" I3-0" NOT TO COMPRESS INSULATION AND PROPER VENT 13'-0° 12'-0• 13'-0" 38'-0" IN TO AREAS. - OPTIONAL VERSION IS TO USE 2"XIO°RAFTERS 5 I/2• 38-0" (R-19)BATTS,STRAPPING,THREE LAYERS OF I"RIGID ATTIC FRAMING PLAN INSULATION THEN In'SHEETROCK FINISH. ROOF FRAMING= PLAN SCALE: 1/8" a I'-0" — SCALE: 1/8" a 1'-0" RFBM• SCHEDULEROOF BEAM 3 1112"X14 OE PARALLAM PSL `— RFBM•2(1)3 1/2"X II 1/B"2.OE PARALLAM PSL 56'-0" RFBM•3(I)3 1/2"X II VB"2.OE PARALLAM PSL 37-5" IB'-4^ ---------- 37.5• - -------� -•--- �nn"xb" rzn^xlo^ -- 2'X10 L O JO S S a 6"4 C. i O C 4m n R (2)2"Xb" !2)2°X5° (2n°X6° Hl 1., Vl (2)2"Xb• z BLOCK SOLID UNDER WALL ABOVE l 2 X 10 FLOOR JOISTS.I6^D.C.—I I AFTERS TIES O 2"X1O"FLOOR JOISTS.16"O. TO CLG JOISTS X DBL JOISTS UNDER In 4'_:..1!.: 'f. f_• is 1P 9?.:_ _ - - —_ _ _ _ _ J09TS•O.C. (2n"XB" n U Q kugry N�uge 1 1; :1 ;1 :; a .• -• E ;. ,: 1: :1 :: zn"x6° DBL (zn Ix 8 B ° --STAIRI OgNG,\ W CIIN 2"X 10' W -- - - - - - Q J ___ _--------------__ �./ S L ��/ Lu 1" 1 INC - - - - 2"X O FLOOR = �L, 2"X10" JOISTS.16"O. -�\ 1 •W. -- _ - d) LU -- --_- _ (2n°xB" Q_ 2NDBH•2 2NDBn BM•4 T_ IL --— —h— - , (zn 2NDBM•1 is'-0" �•-0" r2n•x6" JOB NO. -0• 04-202 SECOND FLOOR BEAM SCHEDULE _ O SECBM•1 3 1/2"X 9 1/2"2.OE PARALLAM PSL REVISED:04/01/05 WINDOW SCHEDULE/ADJUSTED PLANS FIRST FLOOR FRAMING PLAN SECBM•2-3 In'X 9 1/2"2.OE PARALLAM PSL SECOND FLOOR_ FRAMING PLAN REVISED:FEB.14,2005 FRAMING OSECBM•3-3 X 9 1/2" OE PARALLAM PSL SCALE: I/8" a I' " VY Z SEGBM•4-3 1/2"X9 1/2"ZOE PARALLAM PSL SCALE: I/8" e I'O" THE ROSEWOOD OF 11 SHEETS I r -- ---- Q Q V NTINJE RAFTER DOWN TO WALL z u 3 d) • X VER FRAME SUNROOM ROOF Qr W (2Y1"XB" (2n"X6° (22"X6" _,,,• E INDOW HEADERS(SEE ATTIC FRAMING) U X W O --- -- -- -- -- -- - -- ---Ttfl cn 2"XIO"ATTIC JOISTS•I6"O.0 2"X10"RAFTERS 1&'0. _O (SEE NOTE•A BELOW) U � m H I"X8°COLLAR TIES 32"O.C. f ° IQU CLGBM•1 RFB X 2"X12"RIDGE BOARD Z W W V IG o81AAik X8"SLOPE cLG 30 p J' / 2"XI2"RAFTERS•16 O.C- TED CEILING)rTJ /1\ 2"XIO"RAFTERS RAFT S .. .. ... .. !'3 IIMJT N, I 4 X � � (SEE NOTE•A BELOWJ. 2"X10°ATTIC JOISTS Ib" vJ W Q W Ll 1 l2)Yxs" 112°11" \ 4 POST SOLID XIO"RAFTERS nn^X8" 16"D.C. +[C 1 (TYP.) ROOF NOTES 2"X6°DORHER W i Q AJ IF ANY ROOM HAS A CATHEDRAL OR VAULTED CEILING. RAFTERS•16`O.G. "X10"RAFTERS Q ENTIRE MAIN ROOF TO BE 2"X12"RAFTERS IN ORDER �F'•) •16 O.G. . B-0" 13'-0" NOT TO COMPRESS INSULATION AND PROPER PENT 13'-0" 3B'-0` IN YAULTEp AREAS. — OPTIONAL VERSION IS TO USE 2°XIO"RAFTERS 5 1/2" 38-0" (R-19)BATTS,STRAPPING,THREE LAYERS OF I"RIGID INSULATION THEN IR"SWEETROCK FINISH. ROOF BEAM SCHEDULE CEILING H•I B 3 1 °X 9 iEAM SCHEDULE CLGB _ RFBM•1-(2)3 1/2"XI4 2-OE PARALLAM PSL - /2 1 //"220E PARALLAM PSL RFBM•2-(U 3 1/2"XII l/8 2.OE PARALLAM PSL • CLGBM•2-3 12"X 9 V/"2-OE PARALLAM PSL - _ CLGBM•3-3 I!2"X 9 I/2"ZOE PARALLAM PSL RFBM•3 (1)3 1/2"XII 1/8 2-OE PARALLAM PSL ROOF FRAMING PLAN (WALKUP t VAULTED CLG) ATTIC FRAMING PLAN (WALKUP t VAULTED (LCs) SCALE: 1/8" f-o" SCALE: 1/8" = 1'-& -- Cn I Z 1 OL O � U- Q m J 'o lu ° U d a —! IL lb JOB NO,�-- 04-202 REVISED:04/01/05 WINDOW SCHEDULE/ADJUSTED PLANS REVISED:FEB.K,2005 FRAMING THE ROSEWOOD OF 11 SHEETS I Location �� JJrs � No. Date O - NORT1y TOWN OF NORTH ANDOVER c 3?0:v.. ° AL 0. D # ; ; Certificate of Occupancy $ Building/Frame Permit Fee $ -0 s�►CHus Foundation Permit Fee $ Other Permit Fee $ TOTAL Check #.--*4 . 8953 N-._Building Inspe�or -Contractor / Builder : Po 'ect : . . e �a�- ►�- ousts Features Litchiff8ld Co0�VO r4ko 5urlington, MA2 Car Garage VO` 04-( Walk-out Basement H AFjrst Moor 1 � 1 i- l Et !_ivin L ILLI _ `, .r I_ 11� w 1 i ( T'r� nNo J I r f_ 1 � �i� ;--�-�t7 ��`� Kitchell ... �. L [ 1 -- I' _ �_ I`F - _, 11,--��� : �.-� 11�.1�,�-�r�--�:r..1r' TT�T ``!�''1 Ljr� (�I...T. ..r rr l r- 1 1 L pining 1 1L.. It rt ! - } Sreakf ' i � ' 1-`� -'� - r ; '-' ' i __I I- ; ) 'T� �._f iT-,�-•1. 1 „-•J-- L T� ----- - ,�4"_�-!-7r-�--�`�- 1TI 1 _ _ �1 I-1 T It f fi - j 1 i .t —------- Attic f f 11 f` T' j.T L_l (' r7 .L� r ------ --- L � L�1 r r"._ �L Studs � � j,. Ll __!Lu_...1.!._i_..�.,_ _,__.u_ - ----- ----.. Open Foy er ------- -_ -._ —_ -- ----_------------ Lav LLLJ — _ - - 4 Bedrooms — 2 Baths _ Laundry Closet second _ - - -- --- _--- ----.-- — _ -- — Total Area Sq . Ft : ® _ = 2 910 Livtng Area 110 open stair area 3,080 Total Total Foot pr int Dimensions : l=first 31-0 x 5(0-0 - s _ - - Drawn by: s M OF MAs ©These plans are for construction reference purpose only. Release of these plans are for use by the buyer only as referenced on this Garage —= �• — o� DANIEL L. GNB sheet— and by Colonial Drafting Ni. -- o GELINAS -' �, STRUCTURAL C O I O n i a I Yt/L(�� ,/ I �o.339P�c �Q �Q C��t / A9 9 GISTS fing /ON2 r DrafNH Notes: j,()� 6 0 3 . 879 9 6 9 6 28 x 40 Main louse �All dimensions to be Field verified and changes made accordingly. House Plan Number * Exterior Siding, Trim,Mouldings and DetaTls are per Builder Speclflcations. 16 x 24 Famil Wing/Garage Under ls per Builder.* Window d Doors: Mfr., Size,Design, Layout and Detaiy * When this drawin 16 11 x 11, it 1s the scale as indicated. L-238L 18115 3 x 12 Front Extension *FC_)rqw1na.ptint out date: 01/17/06 Engineerincl _ __ complete .dOr�l■■rltlr■ri�lr\inIIa11111usisa01 I �.muau.nu.lnwml.munt. '� �ilonou.ol..n.olor..o1►.... .rulr..I■■Doo■ul.Dorso■■■u�■iitiuu�ii���iili�Yiii �iiiii.. ' •.1■■■.It...Irr■.Itr.11■r■tl....I!■■Il.■■11■■■11■■r.It/■Ilt■■11■■■11■■.IIrr.11!■■11/■t►. 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Lally Column U7 ; x 3'6" x 3'6" x 1'3" dp, ftg. 3 1/2" dia. Lail Column (2 each) w/2'6" sq. x 1'3" dp. Ft'g. - 4/ 4 #4 bot, ea. way With 2'6" x 4'6" x 1'3" dp. Footing ( 6 req d ) ' Cz 8'O" $'33/4" 6'2�/4u 1 u ,/ n 1 3/ " 618" i r - ---• -i 93/4 6O 54 2 69 4 1 r- 31511 i ; _ Post - C'4 � ' � 'A W dia. Lally Column 1 /L ��t •--- 1 4 LVL Beam �C L (point load) oint load) IV' dia, concrete pier ' �'-� �+ -�, n Top of Fdn O 2'6" sq, x 1'311 dp, Ft'g. (See framing LYL Beam - 11111 , ; Ref. EL(-)5'-611 I ; :� I --- qD plans) (See Framing plans) �� o ; � � bottom 4'O" below grade �{_ _ 1 1 _ req d ) Splices located over 2 x 6 Kneewall — x Garage Finish columns and staggered _ o ; 5/5" type -_x - _o on 10" cont.wall 1 ' p -4°(min) Step down into Garage- 9 on Frostwall w/ footing ' ' sum wallboard gyp b "' 20 minute Fire door (min.) - a� ; V 'k " �' on garage side 11 11 4 below grade i by o ' --------- - 1 _-- - ------- Shim beam with steel) = Concrete Foundation; b a 6 x p 10 C ; x _-_-1 ® _ ------------ --- ---------- �t with clampprooFing ' Shims or hard brick 6,0„ - 61011 411 = ( - - ------ -------------------� ' ^ ) ' r Req'd) l v _o To of Fdn (Step Footing ---__ __-- _ - --- Ref. �l.(') 4'-911 - 1 h_)�r 1 L +r---- ------------------------ _ li � � ------------ --------------, __ 'H---1------ I ab 5 tepdow n 42 x l2 ' ______________.__ __ 1• 1 ____________________ J 4'•0" 4'-0" ; 616 11 -1611 ---- 1210„ .141011 1 8011 141011 81011 161011 40'0" 1 I 2 3AL F V m(o" = 1'O" OF Mgss9 c DANIEL L. yGN oo t i n 0 GELINAS , p g Ste STRUCTURAL N0.33994 Q iso to s: A9�c gFG1S?EP�� NAI * All dimensions to be Field verified and changes made accordingly. it /ON * Verify window and door rough openings with manufacturer specifications. Under Slab Vapor Barrier to have b" (min) overlapping Joints. f Concrete Slab Control Joint spacing = 30 ft. (ma)0 Ga r age area aq • f t • ° 914 * Provide a minimum of 4 operable windows For every 1,500 sci, ft. * Site conpconditions shall determine the need for Foundation drainage. _ $a Seme n t area sq . f t * ampproofing shall be applied From top of footing to finish grade. A//-/ 16'33/411 2218'/41� 5'69211 1111/zll ../ 51811 51011 513/411 4141/411 101.11 �IQII 3011 169211 5'89211 51911 603.B 79, 9696 J < Deck > O Post 3'6" X 3'6"csmnt 2'10' 3'592" ,1 lit il'lfinl'iW (111 x 61811 — —1— • -- — — vont r . :,..:2'11'/211 X 5'5/211 IETJ `n C) il Zero-clearance Post 1 2 x �^ O direct vent 11 i3reakfaat KitC�en wall ® = Study `s' �n Fireplace 11 ecWal cabinet input .Q ,n 1' .1119 vayX '1 00RU _ 11 43 - X O cp 1 1 Ost cl. ccs ii 1 1 22 11 Option= X0.1/:.". 32'6° 21611 o - _ Decorative �. C14 am i l y p Column w/ --- 41211 411 6'2 . 31411 31 ' 11 Half Wall - Pos 2 8 ost N cl _ : aN Post 41011 - � O in _ n' C" (chairra(I,shadow boxes "' X o _ _ _ 4 dentil moulding in living room only) N 161�9/4n 141011 14'33/411 a, � O 2'11('2" x 5151/2" 2'22('2" x 5'SV2" n V V Di n o ;; er uP 11 Ing y =r' i v i ng 14R -7 �t �111�=n X 51�L�n 1 u ' 11 - 214/211 611/211 1�1/ i' M 2'11yZ11 X 5'��211 ' 1/11 ' 211 X55/' 211CP 2" X552 IF Ir POst cl. 12' O C1 OSt O 3' '1 M 2 , ¢1011 81011 4'0° 41011 61011. 41011 6011 'O11 41011 61011 4'011 14 1410 12'0 Ale 14'011 1610" 40'0" 5°'011 All dMensions to b�3 field veriried and changes made accordingly. * Ver1f9 Window and Door Rough Openings with Manufacturer Specifications. L — 2 3 S L F i r s t 1 oo r 8 n 3/16° 2 1'O" Tempered Glazing shall be installed at all windows located near tubs and whirlpools. Any glazing located closer than 18" to the floor. Smoke detectors per electrical code - locations to be verified per other When this drawing is 11 x 11, it is the scale as indicated. * Drawing print out date= 01/11/06 1. i v Ing area SC� , f t , ' �✓' �0 001017b/ 823/4 11 8'0° 16 41/2° 9'1" 14'33/4 Or6Ff/i/7g /1N11 615" 9'111/2" 5'911 314'11 8'(03/4" 5911 10 01 603. 679. 9696 41 41 2110111 110" x 3151/211 TTI LI: ..: 5914411 X �, l X1351/2 2 - half wall M Ba t tub _ 3ed r m 04 . �� 21411 2 4 . 3'0" 61011 o O = C-4 ° 610u 4131/211 S - O m _ ,n x ----6" van, - _ o o CI. ch n 2'61 2'$° 2 -2 b 2'(5 611 ` - nAttic Gera» ' ,O 6'O" I� I s 1 1 Puildown Sta =n O '� gi31/2u `6w-------- -cw 4'81/2° O 4'61/4" 3't�n ?3161/411 3 1011 � 221001 - Nr M Bedroom # 1 21011 2s Post 2111 — 2 -2'O°LZ -� Post � n `� 61Ln 0" SLIDING O Q X 31011 11411 318" 3'10 11 510 1 11 5153/41 n Open to = �r y2'l i II X 51,;1/=11 Eed r oom #2 Below fed r oom #3 = 2'11 2" X 5'51/2" 2111/2 O Post Post 2'111/2' X 5'51/2" 2'11Y' X 5'51/2" 2'111/211 X 5151/211 2'i11/2" X 5151/211 - r. I Segmental Window O 2 51-411 x 6141 cri 3'(3 610u 1011 31C311 61611 31511 41011 51011 41011 31^u 01 1410 12'0 14'011 16'011 40'0" 01 5610" - 2 3 5 = Saco n r 1 oo r P 1 an 3/16° = 1'011 $ All dimensions to be field verified and changes made accordingly. * Verify Window and Door Rough Openings with Manufacturer Specifications. * Tempered Glazing shall be installed at all windows located near tubs and whirpools. Any glazing located closer than 18" to the floor. Living area eq , f t . = 1 , 310 * Smoke detectors per electrical code - locations to be verified per other f When this drawing 1s 11 x 11, it is the scale as indicated. open Foyer Stair �1 r e 8 8 Cl , f t . = 0 * Drawing print out date= 01/11/09, 90/1.I/I0 :aiep Ino }yid NmgjQ ,O,I ■ ,911 'pageolpui 4e ale-3v ay3 9111 It X It 91 6k4meip 9141 ua4m * UF Id QGai 6 — A •suolleofiloadg .iamjoepueW 4p1m 9B4uadp 4F;noN JOOG pue mopuim fi,4aaA •fil6ulpio0oe spew 9a6ue4o pue pal,llran platj aq 01 euolsuawlp IIt7 * N 1 LI/6,� — 1 %% % %% % J I 1 %% %% ---% ---------------- O I 1 `�' 1 w� (P Q_ 1 I O 1 CAAIIfto - 1 0 1 ' 1 I 1 CA)luaA ODPIN � 1 1 ' 1 1 I 1 Lo 1 1 I 1 1 1 1 1 ---PIMMS Js}pm►aOl 1 --------- --- '---------------------------------------- LOO ' _ a6p� dlud Ip}aW „O'n „O,!►t °0,91 r -- IL a L J LL —j L —1 1 • � I I I II I � • I (I I I JI Vi r - -L - - _ IL :-_- General Notes: Construction Materials: Foundation Plan: Maximum Allowable Clear- For oists/Rafters O - indicates Smoke Detector location >Z2otO Vapor 5arrier with 6" (min,) over lapping Spruce-Pine-Fir Grade No,2 or better Exterior: Steel, U-35, Sidelights - 12" ,joints under concrete slab. All substitutions and/or deviations from Interior: Hollowcore Living Area lexcent sleeping rooms): these plans are the responsibility of the Garage: (2) 9'0" x 5'0" Beam Pocket Shim beam with steel shims or Live Load 40 psf, Dead Load 15 psf contractor. Contractors specifications take hard brick. The ends of wood beams shall 2 x 10 Q 16' O,C, = 15' - 1 1/2" precedent over any information presented in �place ; have a maintain 1/2" (min,) air space on top, these drawings, All dimensions are to be Zero-Clearance - gas-direct vent sides E end, Sleepinci Rooms E attic: Live Load 30 psf, Dead Load 15 psf field verified by the contractor and any S ruce Pine Fir No, 2 or better Gara a Fire 6e aration.5/S inch (min.) T e 2 x 10 e 16'p0,C, = 16' - S 1/2" adjustments made accordingly. it Stud Size : X gypsum board applied to the garage 2 x S _ e 16" D,C, = 13' - 4 1/2" Property Zoning, Dimensional Set Backs, NH 2 x 6 g 16° D,C, side, . Septic Issues, etc,, are the responsibility MA - 1st Floor 2 x 6 9 16" o,c,(If Walk-up) Attic (no future rooms): of the owner, 2 x 4 9 16" o.c, (No Walkup) Basement ventilation: Install 4 (min,) Sliding Limited storage, LL 20 psf, 2nd FLoor 2 x 4 g 16" o,c, or Awning type windows for every 1500 sq, Dead Load 15 psf Sleeping rooms shall have 551. Cmin,) Glazing � 4% (ming Ventilation, ft, of floor area, 2 x 10 g 16�° O,G, = 19� - � 1/2" Wail Stud Len the 2 x 8 Q 16 P.C. = 15 4 i/2 Window Opn'e g Framing Flans: 5.1 sq, ft,, 20"w x 24" high min,- NH 1st Floor: 92 5/8 (81'-1 1/8 ceiling) Roof; 3,3 s ft, 20" 24" in 2nd Floor: 92 5/8" (8'-1 1/8" ceiling) Snow Load 40 psf, Dead Load 15 psf q' w x n e - 5earin 1 1/2 (min,) bearing on wood or metal, direction - MA 9 9 2 x 10 g 16" 0,C, = 15'- 4" Sill not more than 44" above floor. Foundation Wails : Notches in the top or bottom of joists shall 2 x 8 Q i6" O,C, = 13'- 3" 10" Conc. wall, 8'0" pour, 10" dp x 20" w ft'e. not exceed 1/6 depth/Joist Exit Doors : i- 36" wide, others 2'5" wide Anchors: i/2" Anchor Bolts 1@ 6'-O" O,C, No greater than 1/3 the depth/,joist All structural materials shall be void of- any Basement: Unheated Not be in the middle 1/3 span, defects that may diminish their capacity to Smoke Detectors StairwaU: function in an adequate manner. Structural 1, In the immediate vicinity of bedrooms, House Wrap-:.- Engineering or any other professional 2. In all bedrooms, Tyvek or Typar services that may be required shall be k - 3, in each story of a dwelling unit, including Stairway Width : 36 clear width above rail, provided by others, basements and cellars, but not includin Insulation : g Riser = l 3/4 (max,) Tread = 10„ (min,) - NH crawl s aces and uninhabitable attics: Floors: R19 over basement 4, 1 for every 1200 sq, ft, unit, R30 over garage Riser = S 1/4 (max), Tread = 9„ (min,) - MA Windows located- near tubs, whirlpools shall Ceilings: R30 _ have tempered glazing, Walls . R-19 - 2 x 6 walls Noatng Profile : 11/2” (max.) - R-13 - 2 x 4 walls Abbreviations Headroom 6'-8” minimum -. NH Cir. - Clearance Interior Wall Finish : 6'-6" minimun - M,4 Conc, Concrete 1/2 Wallboard E Tape dia, Diameter 5/0" type X - garage Guardrail Oeenina Limitations prevent object 4" (max.) - NH dp, Deep Roof 5" (max,) - MA EI, - Elevation Exp. - Expansion Underlayment: No, 15' Felt Triangular space g riser # tread 6" dig, (max.) Ft, - Foot or Feet Gable Rakes: Flush g p Ft'g, - Footing Ridge Vent: Roll Handratle : Havin 34" min, E 3a" max, height Soffit: 10 9 g h. - Height Shingles: Composite Roof Measured vertically from the nosing LVL - Laminated Veneer Lumber g h g max, - Maximum Sheathing : Hwdratl C-�-tn� Size min, - Minimum Exterior Wali: -1/16"OSB O,C, - On Center Circular cross section: 1 I/4" min. E 2" max, PSL - Parallel Strand Lumber Floor: 3/4�� T E G Other shapes, perimeter: 4" min, E 6 1/4" max, = Floor under tile: i/4" Wonderboard Cross-sectional: 2 1/4" max. sq. Square sq, ft, - Square-Feet underlay TEG - Tongue E Groove Roof: 5/8 Plywood T,O,G. - Top of concrete T,O,F, - Top of Foundation Shutters U,N,O, - Unless Noted Otherwise Vinyl W, - Wide Std yl siding Windows .10tan: L-235 Cid) Per Builder 22'6A ® 1���f tori NN Account For B 79, 9696 RM bing drains 603, this area P -- - -- -_- - - — - L; .� 11 IT Y 4 13/4 x S 1/4 LV O Seam 03 Options i Ia Leave in columns A 4 B (3)13/4 x 111/8 LVL "A' Column pn ";•3" Column pn Poet 2) Take out columns A 4 B W12 x 53 No LVL works} - _ _�- �` �Pir, j D Column D Column Dn 3a Take out column A only 0)13/4 x 111/4 LYL ppu pu _ _ _4_ See O tore ! oat po . Seam #4 Orfons lip See Options i la Leave in columns D 4 G (3)13/4 x 11114 LVL o O 2) Take out columns D 4 G (4)13/4 x 14" LVL or (3)1 3/4 x 16" LVL s bmi$ i (3)13/4 x 9 V4 LVL U { � post gpo�at UP uP Jobt hanger 2 x 4 Bottom Plate 13/4 x "11/4 LYL Simpson LIDS hanger Q 12" O.G. i 1 I moi or equivalent Floor Sheathing 2 x 10 9 12' OAC. � , OF ASsq All menbers are 2 x 10 rpt 16" O.G.(U N.0) y ' 2x Floor Joist �� cti . 2 38 - 1 r S t on r r a DANIEL L. Gu, z GEUNAS �+ Account for 2x Fire Blocking lambing drains U}2 x 10 Q 8' o.c,or STRUCTURAL n b 2-2 x 4 Top Plate A No.33994 Post pn CA 2 x 10 9 16' o.c. Interior Intermediate ss)NAIT EE �\� ` 3 f= loor -wal l Connection ! B�T 1 _ 2x 5tuds (2) 13/4 x S V4 LVL i ( o 0 2x Nader ! Post Dn poat post do , i JL Post on Insulate-corner Post Post ! tip Mn ; I tip/DnBin 0 61 i 2x Plate > I 01)13/4 x 9 1/4 LVL _ � � 2-2x10 i I 0 1/1 x 13 / 2 ' 2x Plate Corner . Framing Detail n Post I ( Notes: V i0o Lott 4Dn * All beam,post_and header sizes to be calculated and/or engineered by other ! o * All dimensions to be field verified and changes made accordingly. L— — * Fram Plans are shown for informatlon and configuration only. All membens are 2 x 10 9 16' OL.(UNDO Actual framing methods are the responsibility of the installer. 8 * When this drawing Is 11 x n, it is the scale as indicated. Secocip1/8, •VON O" * Drawing printout date= Oi/1�/001/11/0(0 ® t1 NN .l 2 X�j 60-3, 8 79. 969.6 — 1/4" Shrinkage Gap (min.)— n I o 3/4" Sheathing �I J Ica -Mc- x Poe! 1 J L n"da.lftM" Dn ' LUS Na er r , Double ar Strapping LVL Beam LWallboard ( Dne 9n i2' u turned 13/4 x S 1/4" LVLJ Flush Framed Beam ; • oof Rafter ,,r 2-2 x 8 II I o r 1 01 Bm 1 upturned 11 — _ urrrcane clip II 03)13/4 x 9 1/4' LV I 1 �RooF Rafter 1 P06t r , float a6cna$oard ' _ Dn Dn 9 --- <-+2x Ceiling Joist 4 �,a� Top cornier of LVL be cut to Joist Danger caear roof lane offit All nembers are 2 x B ^a 16 O.C.(U.N.O,) p With venting LVL Seam L — 2 3 S L = At t 1 c F l oo i F r e ff1 i ns 1/0" = I'O"rou . 1201 �p1 1Y0" WOO Standard Soffit Concealed Soffit Beam ��RaF�Truss Wp Rafter Truss See detail sheet See detail shee o - - � _ o Roof sheathing O � DANIEL L. GELINAS 5/4 x 6 Filler RaftersT - _ _ - _ _ _ STRUCTURAL , Fascia -o No-33994 ' 9�c�css oNTE O I-NJ Wall Franing o Sheathing ---r *1-4-1-4-1 0- Standard Rake Oletail Notes All beam,poet and header sizes to be calculated and/or engineered by other >;'6' le s'b' * All dimensions to be field verified and changes made accordingly. all nembers ars 2 x 10 Q 16' O,G.UN.0) * Framing Plans are shown For information and configuration only: Aciva(framing methods are the responsbiIN of the installer, Ridge,Hip t valley Rafters are z x iz Q * When this drawing is II x Il, 1t is the scale as indicated. SAL — * Drawing print out date= OVii/06 Continuous Baffled Ridge Vent ,�rAf l�Irg� A/W2x12 Ridge Board y .603,B 79. 9.69.6 2 x 6 Collar flee 0 4'O" O.C. -- 10° Finish Moor Simpson Strong-Tie m Subfloor Reinforcing Angle �,------ - - 12 L530 ( I each side ) 1 Header or equal ------ OA Composite RooFing r tittTic. No. IS fait underlayment E = C—�i� nf1 5/8" Plywood 2 x 4 Ledger 2 x S @I6" O.C. 2 x 10 Q16" O.C. ' Stair etrin er r Attic R-30 insui. g 10 - _ f=ascia Board Na nd r a i l /Guardrail cz 2 x 10 Solid f=ire Blocking Cz E Lateral Bracing ` s 10" Soffit rn with venting 30' - 38" high handrail (typ.) , 5edroom # 3 5edroom #4 ' u' o `;1 a 2 x 10 Solid Fire Blockin o Floor 4 Lateral Bracing 2 X 10 Is 16" O.C. 36" high (min.) Q _ 5ec_ond 3/4" t4G 5heathi Wall 34" high (min. Horizontal 0 1 1 =_______ '' Stair Guardrail Guardrail `A ; ;______== Vinyl siding 0 C i �________ (3) 2 x 8 -a AN' Barrier 1i Top 1�ta 1 l = �________ v16" os.B. - 1 . � cA 2 x 6 ar? 16" OAC. 1 "-- Study =N �g �__ .------ pantry R19 Insulation 4== r' - Vapor barrier __ ,-' 4-no -1/2 Wallboard CZa 'Y 4= 1 Floor J i Ca "1 2 X 10 0 16" O.C.. �Y Lally column cap 4= - 3/4' T4G Sheathing -� Stmpsom LCC , Lail I or equal _ f=irst_ 4=- 1 RIS insulation r . %MM,IS R" NJEMPMUOM Column Lally bottom 4 base --------- 1A -rox. pplate embedded _ 1n concrete slab x 10 Solid Fire Blocking _ 4 Lateral Bracin�q f=inish " -------- f3) 13i4 x II 1/8 LVL Ir-------- Csrada -" ------ Lai 19 CO 1 u m n Detail 4=I=', _- 3 I/2" dia. Lally Column 4=-' w/2'b' sq.x 1'3" dp,Ft'g. Foundation 10' Concrete Wall / 8101 Pour 5asement - 1 w/dampproofing ' 4° Concrete Slab 10° Concrete Wall / 410' Pour Basemen wtvapor barrier beneath - Nof�s: 0 ` Perimeter drain (typ.) _ * All dimensions to be field verified and changes made accordingly. 4' erforated PVC e ------1410° 14'0" O p J. - � v * Verirg Window and Door Rough Openings wRh Manufacturer Specifications. O * When this drawing is 11 x 11, It is the scale as indicated. — �1 j to �G * Drawing print out date= 01/11/06 j Ridge Vent 2 x 12 Ridge Board 2 x b Collar Ties -9 4'0" O.G. 603,979, 9696 12 -- --__ Roo . L - 238 : S�� t i o n - 2 v4' = 1'0" 2 x 10 -9 1& o�c. At t 1r, 5/8" Plywood "v r Attic Fascia Board Simpson l-12.5 10 2 X�i' D.G. 50fFit with venting clips each Side -2x Fire Blocking g each jo ist < 2x Floor Joist M 5edroom # 1 U1 . I .G. ; Exterior Wall or 2 x b a0 lb" O.C. Flo 2x10 0 16" O.C. �/Ib" O.B.B. LVL Center Beam Second 3/4" T4G 5heathIn - O �-- wallboard Lurap around Beam UL #L52 Garage LVL Seam m l=am i l y Floor a' 2x10Q12" O.G. - 3/4" T4G Sheathing �� DANIEL L. GN R-30 insulation o GELINAS �' STRUCTURAL � First — — No.33994 O Q. OST EO Csa r age (3) 13/4" x 111/8' LVL 0 6, Garage Finish=5/8" Type - X 3 1/2" dia. Lally Column Wallboard on the Garage side 1'0" dia. Conc.Pier Approx. 2'(P" sq.x i'3' dp.Ft'g. • Finish _ cA Grade 10" Conc.Fdn. 20" w.x 10" dp.Ft'g, Bill O °o w/dampproofing ( i ) - 2 x b (P 7a Garage Garage Concrete Blab ( 1 )- 2 x b (KD) _ Approx. " Notes - � � � � inish v � All dimensions to be field verifled and changes made accordingly. Grade f VertF9 Window and poor Rough Openings with Manufacturer Specifications. - * Tempered Glazing shall be Installed at all windows located near 12 i '0" v tubs and whirpools. Any glazing located closer than 18' to the Floor. 12'O° f When this drawing is 11 x 11, it is the scale as indicated. * Drawing print out date- ovnlob r I Y ' A { i s�� � �r `� A t V i Gel ina5 Structural �ngineerinq I. C Phone 978.465.6436 Daniel L. Gelinas, P.E. Fax 978.465.5160 579A North End Blvd. Salisbury, MA 01952-1738 email danlgelinas@adelphia.net March 25, 2006 Gerald A. Brown fax 978.688.9542 Inspector of Buildings/Building Department phone 9545 400 Osgood Street North Andover, MA 01845 Copy: Brian Leathe Local Building Inspector/Building Department Copy: Joe Currier cell 617.839.2362 Litchfield Company Phone 781.270.6859 26 Ray Avenue Burlington, MA 01803 RE: 345 Boston Road,North Andover, MA Dear Mr. Brown: You have requested Gelinas Structural Engineering LLC (GSE)provide observations of the framing at 345 Boston Road,North Andover, MA. The following are the results of our observations: Executive Summary: The framing observed on site visits 2/10/06 and 3/20/06 satisfies the drawing requirements and the requirements of the Massachusetts State Building Code 6th Edition Chapter 36 "One and Two Family Dwellings" Discussion: 1. Rear stud wall and right front stud wall is shimmed between bottom P.T. plate and foundation. Shims are located at each stud. We suggest the sill plate be grouted below; discussions with Forman Joe Currier indicate this will be taken care of soon. 2. First Floor Framing, Drawing 8: a. Beam 3; option 3 was used (3) - 13/4 x 117/8, this satisfies the drawings b. Beam 4; option 1 was used (3) - 13/4 x 117/8, this satisfies the drawings. e. Beam 5A; LVL'S were not installed but double 2x10's were installed instead. Office analysis indicates this satisfies the load requirements for the light 150 pound+/- fireplace installed (spec sheets attached) (Continued) March 25, 2006 Gerald A. Brown RE: 345 Boston Road,North Andover, MA Page 2 d. In the long span area right of the garage(and left main house) 13/4 x 9 1/4 LVL at 12" O.C. were not installed. Instead 2x10's @ 12"O.0 were installed. Office analysis indicates this framing is acceptable for 40 psf live load and 10 psf dead load. 3. Second Floor Framing, Drawing 8: a. Beam 6; option(2)— 1 3/ x 9 t/ LVL's were installed which satisfies the drawings. b. Beam 7; (3) - 1 3/ x 9 t/ LVL's were observed which satisfies the drawings. 4. Attic Framing, Drawing 9: a. 2x10's @ 16"O.C. were installed, this satisfies the drawings. b. Beam 1 and Beam 2 observed satisfy drawings. H OF�go u`p9 Very Truly Yours, ��� DANIEc.L. o GELINAS m �+et STRUCTL C--01 -o No-33994 � Daniel L. AGelin Ms, 90�9F Q P letter framing observation 3-25-06.doc FSSG�STER����<c�i ANAL Et c:danlg\eit2000\fax_077 MR.U�MZHMWCOMPa1Mf,INC Land D�ov�cloperi QK&UQ Hoo nc Bu"rr i I FAX T SMMAL SHEET a e: To: Attn: c From;_ �,� C.�. �o r _ Eaz#98D -9406 Number Of p290S including this cover sheet Note: p, Should any pages need to be re-transinitted;plMe call MI)270-6859 and ask for the person sending the Fay. Vkpbonc 7812704M Fax 781290 94W An,% GJL0LC6BUILD.00M 2aAayAwaae. Burlington,MA 0180,E ■e s■ Td Wd90:20 9002 2T 'aEW Z0b0S2_682_6T: 'ON Xdd WOE}, ' 02'/15/2006 11 :06 FAX 14002/002 MPDT/R3328/353 4035 4540 Framino Specifications ClenrnnCea The appliance Is approved with zero clearance to Note: Nailing flange is adjustable from 5/8"to 7/2°• combusttblb materials on all sides With the' atwsMM Unduilm following exception: When the ank Is Installed Wr �• With One side fiUsh With a wall, the wall on the other side of the unit Most not extend beyond the �• front edge of the unit.In addition,when the unit 12 I is recessed, the side walla 9orTourlding the unit r must not extend beyond the front edge of the unit. See TIN91• Table 1 1A, Beak 1/2'-W spaosrs F _ Sides 1/2'-0'Bpacem r `� Top Sp>abort 0" � M Vent Framing Floor 0" renrawan�.mwel Frum 1olQOm of Unit to Coiling 64' Vent 1"' Vent Clearance Bervlte Clearances To lL� sides ®f81101n Franc 9 feet HerlaonlAl 3` T 1' 1' 'Nolo!5'abmany hdrkonial vent owponW. MUNI eerNwu 1 IAeleNit It d7et0ntNIM d N Corner VENTPMNINe OME lour ar FLhoW or nrr• IIAt r ruJa �. o Typical Installatlod j r 9 5o 944• 12V D C/C A Framing HoW Framing A e C 0 E F d H J Real Framing Dimensions MFD332t1 33-114' 33.1/4' 13' j -6N 37-119" 48.12' 34- 6' 11-314' 24.1M' MPOW 35.1/4' 36-1/4' 15' 21-11A1;' 30-116` 67-1/2' 40.618' 13-1/4 29,314' P11ch U 0/12 10' 10" MPB4031 4x114° 4D•1/4' 16' 26-11116' 44.118' 61016' 43-11132' 15 3116' 30.11116' 11111141111111411 45-1/4" 40-1/4' 16' 26.11116° 44-1/8" 66318" 49.15/16' 17.11116' 33`3118' 5/12 10' 12" 12/12 10' 17 314' MabL IU10menslom calaulatod for 111'dry wallal the W112nee Pao.if sheathing rhe bAus or haishAro Vdh ortwr thickness merarkb,aakulaboar Wit need to be Merle- LENNU Lsoeee MPoaa29naoolaau6usao MrW)f Fvpvcrf Ed Wd2-0:20 900E 2T -XeW E0b0S2-602-6T: 'ON Xdd WMI-1 ' oi/15/20OG 11'06 FAX IM 001/002 403LC: Min W -x �,�; t4- MPDT/R3320/353 4035 540 IS. Appliance Specifications K IZ it %U. r I 2 7!• A d D li ;rte r Acer �_ 13e L 0or e i/e' e1u000 Front View Rlowt side vied eva Line Location Cteo�aOv r Hanattll 0 0 A B C D E I F ® H J K L P11 5 33.1/9' 30.119' 17' 27-12' 33-119' 19.6/8' 21.1/2' IMV 6-13/1G 13' 0-11132' PD3580 35.1/9' 32.11+!' 18' 29-1/2' 35-1/9' 21.11/10' 24,719' 12.7110' 9' 18' 9' Pl14s35 4x1/9' 37-118' 24' 34.1/2' 40-1/6' 29.11/19' 28.718' 1415/16 . 9 i9' 0' 7•In' �.,�•• ttlPD4541 40.1/6' 37.111• ae' 39-1/2' 451/9' 211.11/16' 34-7/8- 17+/16 Top View Fireplace Finishes 11C Well Details WMAM Complete finished Interior wall_To install IrumTEL the appliance facing flush with the flnIthed wAh, position framework to t'- MAl11ef ONap accommodate the thickness of the t>~,��—,.N finished wall. s ANTR !M a c°s■rhuddtlgb__ IT i. C°eie■wetle Alaw �wmr Fietiwd Will mons ll �oalwa soaWhooft eller 7i1No —1`MI■ MQIE•fie*weevn as 311clu HNIo■■d In fnuww■d Out model. TAa■y■lu■w/e111M InlAI IMwe Stleoer Lewd from Ihudel k bmw Ins■ Il�.lm, Mahal Clearances etAepl�■oco Shelf Glearanca �1Dp plAp'llenee 11 �, l4YtIR To provide for the loweel posAlet shelf surface Top of new �_��Tee of o.orF.en. uae the alternate rear vent outlet with attached r—� venting routed In away to minimtae obetructlons Fj■hr■r A■od nw■I ee Inet■B■w as Ibo.e. hell d.o h■I■elafld■c s5ow, to the USO of the space stove the appliance.The minimum height Rout the tdee of the appltarlcs Combw■t10h loel■rl■l Ely loom the Agpltamt■rep. to the Undervide of combustible materials used CaI�WICs nwlothl May roam■ppu■rns kY. to constrUot a utility shelf in this foshlon is MOD Pace Models Louver Face Models shown In Dole Z The weight of the utlllty shelf and anything placed upon It may hot be Supported by the appliance in anyway. TADlw 2 Shell Height mpowe 33-1/4' MPt)asao 93.1/+' �-� Mp11140 1 40-1/4' MF04W0 40-1/4' L/r/r OX W■v,A 02104 AFRA/d p'/r RAOD//CYS L—t3pew MF't130Ye/d530/f035/4510 2d WdLO:20 900E 2T 'UUW E017 0SL68L6T : 'ON Xdd WOZId ; e ' 6elina5 5hdural �ngineerinq 11C Phone 978.465.6436 Daniel L. Gelinas, P.E. Fax 978.465.5160 579A North End Blvd. Salisbury, MA 01952-1738 email danlgelinas@adelphia.net March 25, 2006 Gerald A. Brown ' fax 978.688.9542 Inspector of Buildings/Building Department phone 9545 400 Osgood Street North Andover, MA 01845 Copy: Brian Leathe Local Building Inspector/Building Department - Copy: Joe Currier cell 617.839.2362 Litchfield Company Phone 781.270.6859 26 Ray Avenue Burlington, MA 01803 RE: 345 Boston Road,North Andover, MA Dear Mr. Brown: You have requested Gelinas Structural Engineering LLC (GSE)provide observations of the framing at 345 Boston Road, North Andover, MA. The following are the results of our observations: Executive Summary: The framing observed on site visits 2/10/06 and 3/20/06 satisfies the drawing requirements and the requirements of the Massachusetts State Building Code 6th Edition Chapter 36 "One and Two Family Dwellings" Discussion: 1. Rear stud wall and right front stud wall is shimmed between bottom P.T. plate and foundation. Shims are located at each stud. We suggest the sill plate be grouted below; discussions with Forman Joe Currier indicate this will be taken care of soon. 2. First Floor Framing, Drawing 8: a. Beam 3; option 3 was used(3) - 13/4 x 117/8,this satisfies the drawings b. Beam 4; option 1 was used(3) - 13/4 x 117/8, this satisfies the drawings. e. Beam 5A; LVL'S were not installed but double 2x10's were installed instead. Office analysis indicates this satisfies the load requirements for the light 150 pound+/- fireplace installed (spec sheets attached) (Continued) March 25, 2006 Gerald A. Brown RE: 345 Boston Road,North Andover, MA Page 2 d. In the long span area right of the garage(and left main house) 13/4 x 9 1/4 LVL at 12" O.C. were not installed. Instead 2x10's @ 12"O.0 were installed. Office analysis indicates this framing is acceptable for 40 psf live load and 10 psf dead load. 3. Second Floor Framing, Drawing 8: a. Beam 6; option (2)— 1 3/ x 9 % LVL's were installed which satisfies the drawings. b. Beam 7; (3) - 1 3/ x 9 1/ LVL's were observed which satisfies the drawings. 4. Attic Framing, Drawing 9: a. 2x10's @ 16" O.C. were installed, this satisfies the drawings. b. Beam 1 and Beam 2 observed satisfy drawings. Very Truly Yours, H OF M,j c o� DANIEL L. y�N D el L.t GELINAS �+ , 0 � i P letter framing observation 3-25-06.doe 0 STRUCTURAL A No.33994 4z- IST lST 49FGER������� S N SOON AL E c:danlg\eit2000\faz 077 L�lF1�LD COMPANTINC �'�Dm�sloperi ' quat4y Horne Brill n i FAX TRAMSMITTA�S Date: Atte: C From-.. ax#(78 7 •9406 Number of pages indnd"ang this cover sheet Note. Should any pages tweed to be re-transmitted,:p1me call (781)270-6859 and ask for the person sending the Fes. Te4ljone 78X270-0S9 Fax MX 2?0-540G Ern I G[LQLC DUMD.COM 2a Pw Areriuc, B44Azt+va,AM 01803 e' s o" Td Wd90:20 9002 2T '-Al2W EOVOS2-6K6T: 'ON Xdd W04? 02/15/2006 11 :06 FAX 14002/002 PDVR3328i353 4035 4540 Framing Specifications clanrnnCea The appllenMate: Nailing flange is adjustableae le approved with zero elanrenCe Iq from 59*q f0 1/2°. oosnbustlblb materials on all sides with the' W.swrarndurmn following excepilon: Whon the unit Is Installod ",�"'.�„ Uwe with one side flush With a wall. the will on the +a IV other side of the unit music not extend beyond the front edge of the unit In addition,when the unit tatA' y is recessed, the We walls surrounding the unit r must not extend beyond the front edge of the unit. See TAN91. mare t ,�- Beak 112'-0'9paoers ,� _ Sides 1/2'-0'spacers Top Spaoertq^ �WU vent lamming Flour 0" Ao CAMWIWO WeNlt" Frum bottom tewvraeaems�m.uAre�twsbottom dum R,aea op/IIYd. of Unit to Coiling 64" Vent 1"* flint Clearance Berilse Clearances 7 sides ®o!t®Rl Front 9 feet Hollzanlal 3' 'Nolen rib"anyhodrorW hntoampvnenr. Ybttlpal 1' e�uswn �11�fe�d�H1� milede I� e N Comer +' t� awad��wl�l bap orgy^ d d "-' VV �a�ar iryv ww9r TENT PIIAINNs- T13FVIAr WP OR law- s•U13W i V[n� INe- r Typical lnstallatlob 9 fi 96f• 72W D C A Framing Raul Fra- ind B B G D E P 0 N i Rood Framing Dlrnile®lures MFDM 33-19 33.1/4' 13' 1 -6/8' 37-1/r 40.12' - 6' 11-3/4' 24.1A' PRO t7 MPD3530 35.1/4° 35-1/4' 18' 21-1118" 39-116" 67-112' 40618' 13-1/4' 4-3/4' 0112 1 p" 10° MP04031 4x114" 4Q-1/4' 15' 26.11/16' 44.118' 61 x/18' 43-1113- 15.31 s" DIM' aRan4g48 .45-1/a° 4111/4' 16' 28.11/16` 44-1/6" 66318" 4}3.1516' 11.11116' 33318" 5/12 10' 12" 12/12 1(r 17-3/4' tM:All d niouslans rafoulflkd for 1/2•dry will at the ap phis coos.if&Weetaine tho Owe or fh9shft Mth alhorthrafrrress rnaterWA.4afculationo Wit need to be male- LENNOX Lspsse MPoaa2e/S800iaau5µs4o NA*r)f PNt7DVCT! Ed WdL0:20 900E 2T '-tpW E0P0S2-62LGT: 'ON XHd WON-1 02/15/20OG 11:06 FAX 2001/002 e:.3 � 1n N �, - , ` � MPDT/R3328/35313 r4035 540 IS- Appliance Specifications �.1 Ion r A n >o rr o �• irvided A= tje L rT 4 lip Clearance to soffit Fmnl View Rlohl side Ulaw act Line Lot; tion or over Hang A e C 0 1 E F 0 H J K L Pr1332a 33.11/8' 30.1/9' it 27-12 99-1/A' 19.618' 21.1/2' IU-3/4' 6.13196' 13' 0-11132' PM530 35.1/e' 32.1/-7' 1e' 29-11z' 35-1/8' 21-1lAr 24.7/8' 112-7/19' 9' 1e' 9' ipowsl*1/11' 37-1/8' 24' 3/1!Z' 40-1/6' 29.1111e' 29-718' 14-15/16 . 9' f6' 0' 1.111 4•t/p" IrPD4549 40-t1A' 37.1/p' 21' 391/2' 451/9' 26.11/18' 34-7/9' 17-7/18' g' 16 !r Top View Fireplace l=inishos 1Y Well Details +r YAML Complete finished Inlerlor wall.To install e-MmiTa the appliance feeing flush with the 11111091/1 wAh, posltion framework to u' MANTA PRO accommodate the thickness of the 1t t or qf` finished WAIL whimi(r 0' rMANTEL Fcambmdt p ttoeionlWe Mlaa TbbArvaN■ORomarO■ir FlmlOodWall a+CenbdW �Idklp 12ar�IWp 7WANAmain clam "aN p —V Min amt:-4*"seam it p pMe "alo■■d In lomm■red out mbel. 8i1ca Ike ayabtewpWNMletb111wA ter (sod haM 111W Is law In" owl Marital Clearante9 T1W of AWII.ce Shelf Clearance �Do OfAppelule f ldYrlrs Tb provide for the lowest passible shelf surface 1411nMpmN7p0 p1 Door Rome use the alternate rear vent outlet with attached Top or Dow rramo r❑ ,./ venting routed In a way to minimtze obetructlons ET.hro.toed m■at ea tnt■e.1 u poen. NO rNvd h■initialled at isoft, to the u se of the space 1C0Ve the appliance.The minimum height nom Ind Use of the appliance Corel-dlud■relorial m■T Doan eppeanae top. to Material oerlauob the aponenna top. to the underside of combustible materials used to conetfUot a utility shelf in this fssBlbn to Clean Face Models Louver Face Models Shawn In Db/e 2-The weight of the utlltty shelf and anything placed upon It may hot be Supported by the appllance in anyway. Tawe 2 Shell"eight MP03UB 33-1/4" MP08530 35.114' MPD40 5 40-1/4' LENNOX) MP04540 40-1/4' pw.A ti210t HAFAgp'#PRODt1A:T.i �sprc■MPt�ozer�saanossia5eo Ed WdLO:20 9002 ST 'aPW Z0V0SL63L6T: 'ON Xdd WOd_j