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HomeMy WebLinkAboutBuilding Permit #657 - 149 CORTLAND DRIVE 5/6/2008 NORTH 'qN O tl BUILDING PEAMINDTpVER TOWN OF NORTH N EXAMwJ10 *�q�ORATIO pLA SSALHV p,ppL1CPATI0N FOR eceived pate Ft N0� terns on this page permit lete all r licant must comp ,��� pate Issued .rANT: App IMpOR t . ptim c,t,C TRIC yes r(` Cp,Tlotw pnnt � - 1 ± T,. 'O �y TY � NR {�N1c'DISTRICT' I Pk f'ER SEL;"� Z Residentia pAR Non_ MAS' Na PROPOSED USE Industrial E of IMPROVEMENT Res%ne family Commercial TVP 0 Two or more family others. New Building No of units: Bldgrshed pist+�tit Addition Assessory W ate Alteration 0 other yuetlands replacement lain 0 Repair, ,�Ioodp ORM TD BE pREFEp: 0 DeMO"ton w tic Ce1f of WpRK p erEgC IPTIo � ateri$ w DR S� Type or PriC1 19 68 nt Clearly) phone: Iden • kation Please S LL L "7 pit OW NER• Name r the: b �n Address: me. Top, tACToR >} ,r CONT +� exp- Oak G , Addree . date.• n�truction Licer►$e d � phone: An ent UP �— "ome lmpr°gem Reg. No— { s.F• GINEER 125.00 PER ITECTIEN COST BASED ON$ ARC,1-1 TIMATED L 't THE T OT(� ! d 12.00 PER$ 100o.oIr FEE: $ 43 Z�Ieo .D 1 9 permit Address BULDING PERMIT:$ NZ.(N FEE SCHEDULE: X dw l the gua'rantY f t N access ReGelp to fgAPP ea►s COSI: $ � not leave .� ._ Total PrOle� Z� y ntractors do �f of reeordmg registered ctor W1 un tune of p©ntra CheCy,No-* tracting Signa NATE: persons con fiure of Agen'JOwner Signa ...................................................................._ _..._........................_..... I BUILDING PERMIT ?`�� •, °oma TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: 6,5`7 Date Received � Araw 9SSAGHUSE��� Date Issued: 61 !� D IMPORTANT Applicant must complete all items on this page � ­mt , F .. Pim rff IRpEIaTYaWNER , L� IiZ MAP N } PARCEL: ' ZPNING DISaI'� ICT. �HISTOR1C ?ISTRICT TYPE OF IMPROVEMENT PROPOSED USE i Residential Non- Residential 'New Building KOne family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other :` eWell � p"1=l�c�dplain 0 Wetlands:: ...�iltater F�ed��7istriot> � V,,Va r{ ewer t4- . ..� _� DESCRIPTIO OF WORK TO BE PREFORMED: 5�(Z C1�4�s crN..e. S�'ru� �1r1 Identification Please Type or Print Clearly) OWNER: Name: S LLL Phone:479-687& Address: tL61Ylt4 ' krd ed. N. f MJ ,P _ CON TI ACT0R .Dame:' u� cine. - �. 74 Address: . S'pervisoe,s Constr idtion'1_icerise. -6Ex ,Date; �.- :,° :�. �! _�_ irne Improvement LEese. - = Exp Date: ARCHITECT/ENGINEER Phone. Address: Reg. No. FEE SCHEDULE:BULD/NG PERMIT:$12.00 PER$1000. OF THE TOP T/MATED COST BASED ON$125.00 PER S.F. I 1l Total Project Cost: $ Z�$SFx CZ�I ldW k 1 Z•Ob FEE: $ q33Z i-I bo f.DT� gad c/n��X32;.?CAb Check No.: Receipt No.: NOTE: Persons contracting with unregistered ntractors do not have access to the guaranty f Signature©f Agent/Owner :° Signature of contractor Location i No. Date NpRTM TOWN OF NORTH ANDOVER �? • 1 • pw 41 9 Certificate of Occupancy $ �° v Building/Frame Permit Fee $ saNuse Foundation Permit Fee $ ° Other Permit Fee $ i TOTAL $ Check # 7�� 4 2 , 40 Efuilding Inspector Plans Submitted hA Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming PoolONL Well ❑ Tobacco Sales ❑ Food PackagingPrivate(septic tank,etc. ❑ Permanent Dum ster on Site ❑pTHE FOLLOWING SECTIONS FOR OFFI E INTERDEPARTMENTAL SIGN OFF -OF: F DATE RE" E AP ROVED PLANNING & DEVELOPMENT ❑ COMMENTS TE REJEC ED VATEAPPROVED CONSERVATION ❑ ❑ COMMENTS a r , DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS 41 7o1-U N 6,0611s* Zoning Board of Appeals: Variane, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Con nection/si nature& to Drivewav Permit Located at 384 Osgood Street PIRE DEPARTMENT 3 Temp'""dumpster-on site yes a no,": Located at 124 Main Strut n Fine:De "art ent ° y -" p rri signaturel�lat t COMMENTS a Dimension Number of Stories: z- Total square feet of floor area, based on Exterior dimensions.Zgzg Total land area, sq. ft.: 30 .2 A(. ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Plans Submitted kA Plans Waived ❑ Certified Plot Plan ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tannins/x,.. W elln amen `t to be obtained Private(septic t' ' BU;`d;hg Dep pCop�`ate perms fix\ed out{or the ap eAUired AOTO.t0 be p evm is iS a list O{the r e�ab;v;tatr°n She 0110411111 �,rterr°r R S;ding p\�cat`On Ro°f%ng' eI f6t AP vit S L L`censes it \ding P A�`da d1or G e 01 B\dg perre B�,i GOr'(�p Pn ° W orkers of \A.\G• r Vq Ork ducts rior to issuanc ° photo G GortCact osed\nteCi°�eeCed PTO epa�,ment P o O� prop Erg ire o G Oor p\an or f�idav\ts 'o n o fir°m ° F\O e4 vires g ng�nee its r o vmPster perm d ecks or p``cat\on N40101% it PPP \at\ r P\an And Perm ey P\Ot P gu:\dr9 ued vit •Licenses With Sprirk\e ° Ge&I-\ed GOrnP NN\da S osed W Ork o ens G• And G pr°P ork P ° W oto G°py °tract anon P\a� \)\e) el p\icab\el ce o� 5\r-\g HEA ° PGOgy 01 ssect on�E\e s l\� APp\ice Repo, O Up s �o n issva o F\OOrIGr°sGa\cu\aMO GOmp\`-a eyed pr°pa inert Pr`or COM[ ° Nydrau\ic Energy jot _ng\ Fire D Mass chec 9 Agidav`ire sign °�from oE,\4\\NeerpeVV`60 reav Tw°Fa ol) __ �: NA dvmPste 0 ;or ls`ngXe avid wti P Zoning Boar, N w GOv%s, Gt t�cat`Or Spank\er \ Ne it ApP \an de ild:ng P erm°sed P\0t PL. Licenses reed)to \, Ade Boar( o BG rt\,,Pr c And G S 10 Be Rety ° PhOto °{ Goop A ida P\ans to\\gab\e) 1 Conservation De o W Of o� Bu:\d\X1 s l\{ APp Oe O{ B o \ic nc ro t p n $o, Water & Sewe ° -two Sets Ga\cv\at:On a Repo,k ducts rior to issua Located at 384 Os( �\ydra o{ GOntract COOPUa We p Depaxt'men from the y nergy or Eng Fire the decisio�e copy and p O E o FIRE DEPARTM°� o G a S check Affidavits\$1gn og fro'm ce MUSt StaMof Deeds- Located o M ineering is regv re oWn C\eVUS at�theRe$lstry at 124 Main,, ng m� eT de Fire Department', o E r Per :ced th is'Cecov p e u h t t S e t P\\ durnP :t Was v t then ge sec:'A V C.'aVkt vaCiance Of p The app iicabon ~--- - — — ` In a4 cases i Qa,petiod:s ore bu:ld:ng app o tha be s�bMitted With th Die��TMEN�:geFDRM Mast `Nse�c�toNA�s�R�t�Es Dac• Rev.1scd 2.1of 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 ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And p p Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy 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 2.2007 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used toverify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ****************-************* APPLICANT FILLS OUT_THIS-SECT ION - APPLICANT1 k _.Co . i�p�S LL.0 PHONE q 8 07--Z�,kj LOCATION: Assessor's Map Number /d y� PARCEL 3 f SUBDIVISION (" t� � �a�•Se /1�n'(t/ f LOT (S) g STREET C rfl,, �.lJYl d ST. NUMBER OFFICIAL USE ONLY **** ***** { D OF T AGENTS: VCOERVATION ADMINISTRATOR DATE APPROVED 15 tir DATE REJECTED COMMENTS i I `b TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS . i FOOD/IN ECTOR-HEALTH DATE APPROVED N DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS ON s'i,wE '\ s I Q PUBLIC WORKS - SEWERIWATER CONNECTIONS �Q DRIVE AY PERMIT FIRE DEPARTMENT RECEIVED 13Y BUILDING INSPECT R" DATE Revised 9W jm NOTICE NOTICE TO TO EMPLOYEES EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTR[AL ACCIDENTS 600 Washington Street,Boston,Massachusetts 02111 617-7274900 As required by Massachusetts General Law,Chapter 152,Sections 21,22 &30,this will give you notice that I(we)have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED EMPLOYERS INSURANCE COMPANY NAME OF INSURANCE COMPANY 54 THIRD AVENUE,P_O.BOX 4070,BURLINGTON,MA 01803-0970 ADDRESS OF INSURANCE COMPANY WCC 5006517012007 10/01/2007 - 10/01/2008 POLICY NUMBER EFFECTIVE DATES 305 Forest Street The Fairway Agency Inc Bridgewater,MA 02324 (508)589.4347 NAME OF INSURANCE AGENT ADDRESS PHONE Meetinghouse Commons LLC AM, Tara Leigh Development LLC 115 Carter Field Road North Andover.MA 01845 EMPLOYER ADDRESS 10/11/2007 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREA'ITAWNT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS I I TO BE POSTED BY EMPLOYER I V40RTH ,9 Town of over No. 0o i dover, Mass., O LAKE COCMI C.E".CK 7�S RATED PPG �Cy �i BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 7 BUILDING .INSPECTOR THIS CERTIFIES THAT 1/ . 1` -� /.,� l' ................... . ..... ...... .................... Foundation has permission to erect........................................ buildings on .. Y"/r/...... . . ".V.��� !.. ...... ...... ........................... Rough t0 be occupied aS r.� ......:.... . ..+(' ,1 ..'. �`..... . e"�s�t.tr.`...... ........................... ................... Chimney ....................... provided that the person accepting this permit shall in every spect conform to the ter sof the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection Iteration 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 CONSTRUCTION S S Rough ......, �' .,. ........ Service BUILDIN INSPECT 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 Until Inspected and Approved by the Building Inspector. SEE REVERSE_SIDE /r. Permit Number Checked By/Date om liance Re MECcheck C y ort - Compliance p Massachusetts Energy Code MECcheck Software Version 3.3 Release ib Data filename:Untitled TITLE:The Portsmouth at Meetinghouse Commons CITY:North Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:02/23/06 DATE OF PLANS:2/07/06 PROJECT INFORMATION: Meetinghouse Commons j North Andover,MA 01845 COMPANY INFORMATION: Meetinghouse Commons LLC COMPLIANCE:Passes Maximum UA=477 Your Home=447 6.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1628 0.0 30.0 50 Wall 1:Wood Frame, 16"o.c. 2356 0.0 13.0 186 Window 1:Vinyl Frame,Double Pane with Low-E 379 0.340 129 Door 1:Solid 35 0.340 12 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1628 0.0 19.0 70 Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air,10 SEER 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 Massachusetts Energy Code requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,and the cooling load if app 'ate,has been determined usi the applicable Standard Design Conditions found in the Code. The HVAC equipme t ected to beat or cool the bui m shall be no greater than 125%of thedesign load as specifi in Sections 78 310 and J4.4. Builder/Designer Date E MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.3 Release lb DATE:02/23/06 TITLE:The Portsmouth at Meetinghouse Commons Bldg. I Dept. Use I Ceilings: [ ] j 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation Comments: { j Above-Grade Wafts: [ ] ) 1. Wall 1:Wood Frame, 16"o.c.,R-13A continuous insulation I Comments: ) i Windows: [ ] j 1. Window l:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: j #Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: { Doors: [ ] j 1. Door 1:Solid,U-factor.0.340 Comments: 1 Floors: [ J j 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 continuous insulation j Comments: ) Heating and Cooling Equipment: [ ] ) 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number [ ] j 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number 1 Air Leakage: j ] ) Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] j When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 j Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] j Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. { Materials Identification: ] ) Materials and equipment must be identified so that compliance can be determined. [ ] ) Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: ] J Ducts shall be insulated per Table J4.4.7.I I. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed � usingmastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. ( I Temperature Controls: { ] Thermostats are required for each separate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: { ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] ) All 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. 1 Heating and Cooling Piping insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55°F must be insulated to the I levels in Table 2. I I I 1 P Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) -.n ~���, ✓1ie �om�naozu�ea�i a�✓�raac�ivaeCta Boortl of Building Rqu.1atio.ns.and Standards Cohstruction Supervisor License i _ License CS 55417 Expiration. 4%5/2.010 Tr# 20721 THOMAS D ZAHORUIKO 115 OARTERFIELD RQ .. i, N ANDOVER,.MA 01845 ` cumma$.J. ner a MEETING HO S., U E COMMONS NORTH ANDOVER �A oISULLIVAN ARCHITECTS, INC. ARClrrfCTURE•DESIGN•PLANNIIJG y� h�•'S CP �R�t -..:.�., rpt'_ Sa 1p ✓ -�e�T-1 I i,� �1�^� �I 000a o�oo • /i/.�..��— ___ _-?.moi(^^.:-�- Q��'.—..'ft4 \tel/-I'.c. ,Jy - �W^�r,'�Y/�Y 0 PORTSMOUTH MODEL 0 N ARCHITECT DEVELOPER O SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC Nt 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RDS WAKEFIELD MA 01880 ` NORTH ANDOVER MA 01845 1 Voice (781) 246-1667 Voice (978) 687-2635 Fax (781) 246-1683 Fax (978) 680-2310 . H. tPraN', �.F � E I 0 U a 44 0 co U HLV J 0 REVISED CONSTRUCTION DRAWINGS 4/4/07 x CONSTRUCTION DRAWINGS 8/8/06 L J O'Sullivan Architects, Inc. General Notes for Single Family Residential Construction in SYMBOL LEGEND Massachusetts All notes may not apply to this particular project. 2mratos 1. Framing standards and requirements vary from locale to locale.Some jurisdictions may have more stringent training connections. it is not the intent of these drawings to show engineered connections' SAIL 10.NB8. meeting all requirements tot all areas of the country,it is the responsibility of the owner and contractor to review and revise,i1 necessary,any taming connections illustrated in these drawings,in order to meet BUILDING OR 0 ' S U L L I V A N local standards and requirements. 2 Should local codes and/or ordinances differ from these plans,a determination shall be made by the WALL SECTION A-000 general contractor and/or local building official as 10 which is the most stringent.The most stringent SHEETWtVIBEI? ARCHITECTS, INC. requirement shall rule. Should a change in these plans be necessary or desired which will aker the x design or structural integrity of the strudure(s)a licensed Structural Engineer and a Licensed Architect - must verily all changes. - - -- ARCHITECTURE-DESIGN-PLANNING 3;-AN retainingwallsand basement wall's shall have adequate temporary bracing in place prior to backfill DETAIL to-pleo' -- - - - WA EREL.WATEA DRIVE,TTSSUI0 275 -- - being placed against walls.Temporary bracing shall not the removed until wail is properly braced. DETAIL WA1t]3�ELp,MASSACHUSETTS 0768D 4. AN slabs on grade shall have a vapor barrier underneath.5. AN foundation walls shall be damp prooled. - A-OOD Tel:(781)246-1067 Fax,(787)246-1683 6. Contractor is to contad DIGSAFE not less than 72 hours prior to any excavating in order to insure that SHEET N-MEIM www.oaullNanarchlt�cta.eom underground ulifly lines are located and are not damage or disturbed. 7. Utility trenches must be bark filled at house perimeter line with a plug to prevent exterior drainage and/or ground water from entering the house. _ ex w.homeo�i..n�o.-.e .•.a S. Install perforated foundation drain(4 inch round minimum)around entire perimeter tooling.Extend drain ELEVATION b)�MAhE F1.0�LEVEL ,�-��.r.v..hy•�uh.a m n»:a..•..-a ncmw.. line to a point away tram structure for positive drainage.Actual frimlion of drain line and points of !� •^•tea'°""°"°"°t'"^v^""'oO^"11O1r i 13.100.4 0.:,h>�.;•orarvwhw..;u,an r W,.,m,., drainage must be determined on the job she with review by a licensed Civil Engineer. MARKER �-ELEVATION DATLts r,.,r,.,:z,o„ar o•svxr.•,nRx,:,ar.rx. S. install underground root drainage/downspout drain lines(4inch round minimum).-Extend drain line/o a 020D6 OSh16mn Ardnucts Inc. - point away from the structure for positive drainage. Roof drainage lines shall not be connected to Contractor on roved WINDOW TYPE O 10.Contractor to provide finished grade that does not create an excess of water drainage to adjacent abutters and that all landscaping is properly located within the owners property. Conlmctarlo follow Civil Engrneefs proposed topography and coordinate all proposed changes in grade with Civil Engineer and Archked. 11.Framing plans are schematic in nature and should not be scaled. Install all blocking,bracing,stiffbacks, DOOR NUMBER O etc"as required by the Building Code and in accordance with good training practices and standards. 12 AN beams and headers are required proper posts under each end.Such posts shall extend directly down io footing or foundation wall.Refer to plans for more detail. 13.AN wood incontact with concrete must be pressure treated. ROOM NAME MASTER BEDROOM " 14.AN metal fasteners,connectors and supports in contact with pressure treated wood shall have a zinc rich AND NUMBER coating;G-185 for hot dipped galvanized products or min.class 40 for electrogalvanized products. FCC­ 15.Anchor bolts to be placed around the exterior o1 the building at no more than 6'-0"O.C.for Iwo story WALL, FLOOR OR structures and no more than 4'-0'O.C.for structures more than two stories.Anchor bolts are to be located no less than 12 inches away tram each comer and no less than 12 inches from the end of each Meeting House Plate section.Anchor bolts to be ASTM 307'x4 inch diameter and 18 inches long with 2 inch hook.Provide ROOF TYPE rot less than 2 bolts for each individual sill piece.All exterior frame walls are to be set on sill sealer. 16.Typical headers at all6"walls will be(2)2 x'10'5 with 2%inch blocking spaced at 24"o.c.,unless INTERIOR otherwise noted. �ommonS 17.Typical headers at all 4"walls will be(2)2 x t it's with X inch plywood blocking spaced at 24"o.c.,unless 4 Al 2 `ELEVATION oI>e wisCe noted. ELEVATION 18.Use joist hangers at all flush beams and headers.(Consult Manufacturer of hangers on the application of 3 hanger and load that hanger should be designed for.) 19.install double joists under all parallel partitions above,unless otherwise noted. 20.Install double joists at each side of all openings;including stairwells,skylights,chimneys,etc. 21.NI mot rafters antl trusses shall have tie downs. 22 Due to variations in the natural thickness of stone,the actual thickness of the stone veneer may vary from project to project.A minimum of 6 inches should be provided at the eave for receiving stone veneer, however,Contractor must verify actual thickness with mason.Make any necessary adjustments to the North Andover eave detail to alloy for actual veneer thickness.Due to the variations mentioned a minimum bearing ledge of 6 inches at the footing is recommended. 23.All water fines located within exterior walls are to be insulated. 24.AN mechanical closets are to be insulated with full thickness baft insulation.This includes interior,as well as,exterior walls.Mechanical closets doors shall be weatherstripped. - 25.AN wood exposed to exterior must be either pressure treated,painted,sealed or redwood.cedar, mahogany,or teak wood that has some protective coating to water and U.V.light- 26.AN exderior trim that is interrupted or protrudes from the building face such as:wood window raps,trim found around entry door,wood water table detail and etc.,must have continuous metal flashing at top.All exterior windows and exterior doors must have proper metal cap flashing at trim. 27.AN exposed finished surfaces,including insulation materials,facings,vapor barriers and breather papers ve General NO}}LeS shall haa flame spread of not more than 200 and a smoke density of not more than 450. �c 28.AN loamed plastic shall be pmtected by'/,inch gypsum wallboard. - .G 29.'Provide ballm vems al sloped roof rafter bays in order to maintain free air flow at insulation. Sym�` ` S a+ 30.Install crawl space vents along outside perimeter of crawl space whether indicated on drawings or not. r`t The minimum total area o1 ventilating openings shall be not less than one square toot for each 150 sq.R of crawl space area,with one ventilating opening within 35 inches of each comer.When the ground 40.Provide fire stopping between each story,including between the basement and the first story and -n surface is treated with an appropriate vapor barrier,the total ventilation area may be reduced to 1/1,500 between the top story and attic.Provide draft stopping in all concealed spaces of walls,at cove and - of crawl p± DAO� space area.Ventilating openings shall be as evenly spaced as possible around the crawl sottnetl ceilings,dropped ceilings,al lops and bottoms of stair stringers and all penetrations of ducts, �Cu�U KO/'� r space to insure proper ventilation. Standard ventilation opening is 8"x 16"(.88 sq.R)All openings shall pipes,conduits,chimneys,etc. p be Supplied with''/.inch wire mesh screen and operable damper for adjustment of arc flow. 47.Provide tempered safety glazing in the following locations: o 31.Basements and cellars not used as habftable,occupiable space shall be provided with a minimum of four All swing and sliding doors,including fixed panels,sidelights and storm doors. sliding type,or awning type windows for every 150D sq.ft.of floor area,or multiples thereof,and shall be Enclosures surrounding tubs,showers,steam rooms,hot tubs and pools.This includes all fixed n I r located,as near as practical,to provide cross ventilation.-Aftemately,mechanical ventilation may be panels,doors and windows. f ,a provided. All glass which is within a 24 inch radius of either vertical edge of a door in Me closed position. ;' i• 32 Provide mechanical or natural ventilation for each separate attic area. For naturally Ventilated spaces the 42 Provide smoke detectors in sufficient quantities anti locations 10 meet requirements of the Building Code. 4�y C,^ DO minimum net tree ventilation area shall be 11300 oflhe floor area being ventilated when--"D%of the Provide not less than one smoke detector on each floor,including basements and attics capable - ventilating area is located in the upper portion of the toot and at least 36 inches above eave vents-the of being inhabited. 4 )' N' L,, remainder of ventilated area shall be provided by eave or cornice vents. Provide one smoke detector in each bedroom. C7/ 33.Garages shall be separated tram main house by a fire rated walls and ceiling;refer to plans. Provide one smoke detector outside each steeping area in the vicinity of the bedrooms. ''7 `f .1 - 34.Provide access panels to each individual attic and crawl space.Attic access panels are 10 be a minimum Provide not less than one smoke detector for every 1,200 S.F.of floor space. d ot22"cattle by 30"high to all attic areas and under eaves which are over 3'-0"clear in height.Provide Provide photo electric smoke defector A located Mss than 20 feel tram either a Kitchen ora t-Jj " OC S� o a-arrl space access panels not less than 18'by 24'. bathroom with a tub or shower. �� 1' a ` c k .� 35. AD stairs within a dwelling unit shall be not less than 36 inches clear in width and shall provide not be less 43.Provide carbon monoxide detectors in suRcient quantities and locations to meet the requirements of the than 6-6'dear headroom.The maximum riser height is 8'/,inches and the minimum tread depth is 9 Building Code. Inches.Handrails shall be provided on one side of stairs,mounted 36 inches above stair nosing and shall Provide not fess than one carbon monoxide detector an each floor,including basements and 0 nn uninterrupted the entire length of run;newel posts may interrupt the railing at turns and landings. attics capable of being inhabited. SCALE: Scale: Z 36.Railings at decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor. Provide one carbon monoxide within ten feel of each sleeping area. Railings are to support a concentrated load of 200Ibs.acting in any direction. 44.Combination smoke detector and carbon monoxide defectors may be installed so long as they have ISSUED 1 DRAWN BY _ 37.AN"error and exterior raifinglguardlbalustrade system shall be designed so that a 4 inch sphere cannot simulated voice and tone alarms the clearly distinguish between the two types of emergencies. penetrate to the other stile. Combination smoke detector and carbon monoxide defectors located less than 20 feel tram efther _ 0 38.Fath bedroom above the first floor shall be equipped with an emergency egress window of not less than a Kitchen,ora Bathroom whh a tub or shower,shall be a photoelectric alarm. - 3.3 sq.fl.The minimum dear opening of the wind-shall not be less than 20 inches and 24 inches in 45.Each bathroom and toilet room shall be equipped with a mechanical exhaust tan vented to the exterior. REVISED/REVISED BY 0 either direction. Fan shall exhaust,as a minimum,at 50 clot if operated intermittently or 20 etm if continuously operated. U 39.Provide draft stopping in floor and ceiling assemblies where open web joists are used or where the ceiling Exhaust vent termination to attics or other interior portions of the building are not permitted. y is suspended below,floor framing. Draft stopping consisting of either'/,inch gypsum wallboard or 318 46.Refer to the energy carie review for'Lr S"R'values of various areas and components and efficiency o1 rn inch plywood shall subdivide the concealed space into areas not exceeding 1000 sq.If. the heating system.Any changes from what is indicated in the energy code review may nullity O compliance with the energy code and require a new review and calculations to be performed. 47.Moisture resistant gypsum wallboard shall be used throughout the bathrooms and similar damp locations _ except where life backer board is required.Tile backer board is required at all locations where tile is ' indicated In the room finish schedule. 48.All exterior doors and windows shall be tested and labeled for energy,infiltration and pressure JOB NO: performance. SHEEP NUMBER AO .-'1 D.Eattl,wok 1. Enpnterea Lumber P d memters of cite, tle entl grim plans g type.,or flm.coven., O'Sullivan Architects, Inc ¢272D.1S gra spam dcmar mdeI Dtrecbon tl Retere Mom for locatons and 1. Remove allsums-wedand mage o21Mo mebele. e:remove dehns,,amps mdg9nn aPanic malts. Nall to bmvletlt°V480 Enp,enetllur„ber honing to be installed in atcrortlm,c,wrUl mvnWecmurers t- Follow manWu,cmr,'s sPedhcaad,hs let preparation end apPmentan at flow wverng. Specifications for One and Two Family residential Projects 2 Reprove VNrock entl letlpe la 24 mere.tick wOmYYad Vied,and l2 vides below twbng-.foun im.-antl epeelficabons P y 1 D.wan wYmnpS'Goriwu owner mr_idol lYP and lawhm_of .N awtnnP slabs of pied,. 2. All nna)o beams drell Haut s maximum of f"tlehewm m till tlevgn load All noir:may Hol apply to Unis Particular Prefect 3 Install five dwnmg grw,ulm fill untle,ell structures � E.SUL.FIoon°B SECTION 10-SPECIALTIES {. Compaction to le"I les:.than 9556 undo alt Wilting,structures and pevmg:and nm I=than 9U%under t. PI SECTION 1-Geneul Requlremttts lawn,and ti yweed'APA luted,%'TAG plywood,GD inenw APA w/txl plus,glued end screwed to jo,.L•. A Relc,t°dmWng for spedle lowhons antl types of sl,etiehy hem:.. A Grnnal plan rq,mmx,mumdrytlendty in ace--fine wrbr ASTM D1S57.m°dmd D. 2. OSB,APArmedsheatlung.Exposure l,%'TAGgleadared-Owedtolo,se. R Pielabncaed ixeplaces Provide Bas o,wood bumingaeplaces as ndgaltd.Units to l„vented to eelenm _ 5. Comply will,el dust rcpWabons nrpoead by local art pabnew,canvol agencies. F.Root Nwn V usurp nunW aetxer's evmd.tl B-rmt ppr.unitss om,whst noted 1.The intent of this speed-ben IS tq give Wt bl d.sperson enough nlommbon b pedom, E.Deenage wntol' 1. U,rtens,onll lundhtr.2 x1 g 16'o.c.,unitzs none otherwlst•on U,r pan e complete job.in men Section the Carlo-.,ander SubconUactor via responsible Ow 1. lrisull l,ay belts and sig lenses to,,,oven a+ntrol,w nece>sary,during tonsV„ction 2. Enpneead lumber Provide members of sae, po id ip all label,rruleruls,antl egorpment to penmen Ne full well,na camphi.and 2 Finish de diel do y trade I and Spacing as mdwta vin the oleos.Ueflectim dull C.Bhnds end shades'Canals owrer 1w lowborn antl typos of blmQs and shatles fo lie miailetl al vnntlew^..and gra aawefromall d' unm titbettedto Ua80.Engrncercd lumberfianungab,mstalletlinaccordmceavitn rtunWaduen, tloms g poxycvatetl otmnweesectdeNrng al all coal domes,hien,antl panbydwelt end trsnsvun oke rtietuner, 3. Fwndsbm dams 8 fiendn dims 4 nidi mdrrwm pMwmcQ pipe wrapped with fiber tvbric antl a specrhcebms. D.Gvsel itelvm-Fnvide e 2.7ma contuact n to,Is wmplam project The Contractor nnNor Subconoatlws shall mtmrrum vi 12 itches o1 Gas,n-91w0 bveMib.mntrnum slope 1% 3. Root I ou sit Shall be tabnwted by a ten manufacturing company tieing a mnntnum of Wret year_ above laundry rguipment CI05a1Mmd or equal. 4_ Monde MI m mmFbL.labor,Iwls,permiC,equpmml,staJNng,temVmary v,d iemunenf 4. Gm.rs and d.-.pout-dam,°a t end,mrnmrum,LBht tine(non-penorvledJ.Cerrull Ard,Neq 1u verify experience,7 russa�_shall be designed to carry the loada,mposed,as mdealed on mese plans,and in L.Both acees-;ares Li,and insurance necaafary to complete me cimmut,m a:shown and w tngYetl a of splash blear,,w ahwirF f°bgla line. accmtlence with ell ble cadeu and ordmancc DehttLon shall be hmit.d fn LJ400 Pnnidr t. Consult Owner for locations and types of bath accessories rncluddng towel bees and nog,seep fishes, by mese C°naeci Decef mss Ah matenab sn b ba new', F.Extmor Paving tghM,ca • 3.Carol-Dacomems mdude We ap.-I mawmg.speateabom and all atldenda incorporated prior ie Enianaera slumped dewing for enure MISS SYMIM ten review and approval by Cor and Atceet toodebus,and CUP holden•,robs hoole,,fella.paper cispensers.View.,cenamrotls,slmives,melon, cxectdwi of Uit aprxmenl. 1, All-Posedmdenorca vnletobeaaamtr.ntdG,3000psi Raw Sheathingeebomm.etc 4.These tlowmuds have been pepared In acerdwme whln th.Masuichusetls Stale BuhdlD Cotler Edmm� 2' C°°oetr bwewayc areal oe5nrhes ihrck cam 6x6 W1.4xN'1.4 w.w.1.°vn6i,rJr mniwmaushed 1. Plywood APA Mail sl,eatlimg,Fxpowte 1,APA C-D Pugged.minor glue;5/tl-Wick 2. BUMIUM h°w-armada- R.Ier to dowing ion towbone,wrwN Ow•nn rrpmtlm of°tV end st 1 cline.compacted Initialled 2. OSB,APA rated enteaon Be yler:v 1 g.Fxpowe 1,SfF TAG glued and nailed_jots mom-.ar.,.All tndo<.art_Irl to Le,m�eraQ gra:. O S U LL 1 V A N Win Chapter 96 One Ind7wo lankly CN+lhng Cod,.AN wodshill benacerotloncc wren gvvemmg odes 3. BduminWsemmett ppnnp In be Clay.;.1,Type]-1 nl Mass.WBhwey Spedl,catims Pevareni to andel H.Fxtmnu Sudmp andtdmtliol.GaM,sale,worbng candbonsslag be nummemed Mall blues.Seletypreaubwashall of 2 WUeo;fill of binder Course to 1Wtruck Top Cmme of borrinu-air.Subbase to be C IF 1. Gepbo.d::Western Red Cede,,plant bevel,dear-.-I grain;%'x 6'emormal Expmere.1A W. SECTION 11-EDUIPMLNT ARCHITECTS, INC. irdude suit,nteavva:Id msmc pubhe safety W,tk oimI mum cr d flown.campegad antl roiled called and W, On file dri wraps. A Eprrerd d Applunces ConwN Ard,gtd antl Owner 1«rt,mr detail m,apphancc Ind equq>menl 1 1 5 Tim work Shall proceed u os qumldy as possible.Each trade,shag layout and ewimuhae thrixrk we*to expedite 4. Walkways to be miwmmr, x mu4mdl coewith 6 6 W14m.Wi.4 w.w.f.-'.mon mimmugrovel or sand 2. Shlles:Who'cede,snakes,deer Vertical grain Exposure of 4'or as called old m dewng 1. Refer to dravnnpz for locaoms of appM1axtt. flit camburawr prate': AN malemis shall be good quality.Delecove wok stmt be removed and base.Walkway_dace to recent non-ship broom finish 3. Vmyl Sndng CMe,t d Mein Su t o I 2. Cowdnvse mstalubvn of e replaced G Lards-ring. a Vinyl ,s qua. gwpmem can,cabneL. ARCHRECTURE.DESIGN-PLANNING -6. Site Vohs.The Contractor and Subee bed1ba moist visa the rile Find became terrible VA all existing yl wdingcolo, odd p tyle es selectetl by Owner o,Architect 1:-Foal design o)'umdseepe tfedpnermLrltlsvToe Architect CoortlxiMa landscape etemen¢wiUn Own,, -b- -lndol ail,, a-thmmtlacoessunrs tomeke a-walem 201 FDCEWATFA DRIVE,SUITE-215 dit GorMdom preru simrnidng any lid poposcs. 9mt em mselletion_ -- SECTION 72-.FURNISHINGS _ 7. Act dmnmom shall be field vented D the Contract.anNor Subcontree i. teneg CL and Gmtol Corttrxtor. I.&ntriou Trim A.CabmeL:Geordmtc VMecbm m_bines Intl 1eYout wig,Owner, Y H.Decanted WAKEFIELD,MASSAGIIUSETTS 07800 8. Stwrnd dstepmctes be bound blwtm We dewing,spedficatuors and_tle,the IdlowinB d,all to We � 7, Clear pm<Wm saes as ntliwte0 on dee droving.. B.Counlerteps:Comdnate locations Ind types of dunerent counter mMerials arm Owner. t- Provitlt antl maamn meant and tlewecs to ponpnY remove antl drNwse o1 all water from tvery source 2. Avoid cutting mm n Ion less than 6'-0".All Hell holes b be n uded w odeen can.ar at Poway:The tI.Sshed_mule theapmhcabom,Intl trim apedficabms doer ovtrNlr entering We excavations Or other parts of We wink B ADis property pained trim has srteoU, ' Wedeinng,mwhid,ever is most ueinct,va appearance. SECTION 75-MECI{gNICAL SYSTEMS lit:(761)245-1657 F9,C(787)2467883 9. Al Weed of exh work day,dem the workarea of Mib h and ambuctm debet a1 my natme.Stara A Heavy T lmner Gonsbutbon: A.Heabn°Vanfilstino and An Cmd i moo' SECTION 3-CONCRETE 1. TUnber v,inrvw-osullivHmerclykects.com meleriale s°Wal the do nit treae natural kits for paper.w own combustible natenals. Pvi entl neem to be slect svucural pw,glr_Fr,no.2 m beUe,. comp)tea systema are to ce Penvmed on ui obnp c minio brows Work shah to Me of 1mht,m d InseYin gm gI A.C1. Afi 2. T:arpentry: be bin tlned,select Bract,cede. ranplMe nietlnan,calsystem for the more buadnpwnsrsbng of but nolkmited to Me ldlowmg' Thaw dnwxp.and ar>rdwabo Ft r+.. 10.Ammmum dtwo(2)fire exlinguid,ers shkifl tit plaeetl UroulY,out the wok area.n general,the use of open game deices is poebtrited.In the event that aPnatio s see l. Ail_°mete L to le 3D00 pd 28 day eomprlsswe svtnpat over 6 end,mianum,wrtpwded pravN fill.No K Finish C Gas .s.r.au vw uc. adddvr are mlvwed. 1. 8n Carpentry: Board8 Casing.Geerwhite pineal I t, All walk ist°i erestaged to equip ant.wig,of requir o,k,isal Wt St ale Pbmi_" and ipa Codes. iron Lw,uea.P,3.4rason rd undmakm to_hid,use ai an open fiemre device s essential,Une Subcd,ruadw shall 2 Cancrele n poplar,painted, 2, Fum,i,antl mslell serwwz,equipment.wnvoL-ductwork insulation,grills,,,Viers,reWgerInl piping entl u.v M axP,..viy wN,W m nor ad..ita.d brown eonnuh wM Ue Owner,dcxribmg Ue wounseriees rrtctssaaMB dee devi°e.The garage dabs end 18 m93. entl mops txposetl m the weMhn m be 3500 psi. 2. Utility SmeMnP:�-AB plywaaQ w/adrtl wood.tl oft,kir m°tenals as required to Be. provide an average annum t l Cont.,witlm dee spxe m 75 degrees Rain.°•+aproduea°r,M anY rrwehod,k,wMk• 3. Cone walls and slabs pe,AG 31693. 3. Cudom Wootlwork Cvmtrue uL•fpm wgotlwork m indi®ted m drawing,meeong AWI pretrcum quality Fahrenheit.Sae and final layout°I systems by MeeAamcal C°nvaclon. e•'in 1�t,a pvr,kv,vd w'm,na Penner may require additional pecauhonsrs lilshe deems necessary. B.Cd,Mee FoUndlbonsB Fovtung; dmdard.. 3. Nair:Provitletl wigs Wase dewing are Massachusegs energy wlwlat,ans mat,lamed insuetonac P.ma..,ando-sxw.,i Ardihaot,kir. t1.Coday.F. lesstherin Own,,an prior totryhvin ormenw.h-F5:00pm,MOMaythm 1. Footings Hero tatmandsturbed sill and below troll levo(48 Inch.,minimum,below finish grade).The 4. SUFrs Install starts,eaihri balustrades and other vim as ndefled on We drawing. noted will exchl-it wmtlows will hweamn.-LI'value az noted and ilial the turn-an,.- is Me m2005 OSWY n Auctirhes lex:. Forking hours the Ownn and aumority having Jensdw°n hes gogrwed extrntleQ Contra6w shbllverily ,soil beanng mpaoty.Footing Ire to be 20"z't0".La less noted othermse.Top of 1- working harts - absolute minimum-allowed by ode given these specifications.Contractor a verily systcat used will meet - - p -fooling is to have keyway.Provide(2)W4.eb.in footings. SECTION7-THERMAL AND MOISTURE PROTECTION and Massirchose,tts energyapp project 8. Schedule. 2- Step feeling to be a mmimum l venrcal an 3 h-ormal. A.Da n Pass odes of the laltsl atldnm halite u this npnstall i and ous doeo prod A. Esti,floor is u tit l stearate zone:Coorm,.1 a mer Zoning with Owner a Ar,n ba t.will be avaltrofe Owner daysacortiupo the ard of eflowchem ten wmtrwill b 3. -it ill bonwalk.are abe on wmilesthiel:unless noted,tUierwise.Provide nmIon Unan(2)W4 labor Mtop t. Inseambnumrioua dampprwlmgatanblowglade onbowills.Da fin B. B. pewits as requretl by governing agmdesmbase b14 will beproatlec lathe Owner antl Mhilml dal the central.Flow dun will tit Chemical Com °iPp°° gtv be asbestos free,Kornak 5. Provide testing.balancing.fees m0 upon award antl ill bated of Ioundn wawalls, pony or equal.Install protection board ener ell damppooer waxes prior es bxk fill. B.Plumbing General: updated periodically as mgivetlby request at We Owner and ArdacA A. iMreinlwcetlloundabon walls Shelf supponemekrmum of 7'-0"mbeancetlTh 2. Install walerproofinp membrane on walls and tleclrs as indicated.Fellow menutaCturers Instructions for Plurtrbingsyiem5 are to tit yenonnetl annDedBmBuilr basis Work shell wnsMmmmishing and nstallinge C.Testing. 5. Note,and black foundation vi^els as required for beam packets,brick shelves,etc speoficapphwtons W.R.Goce'Bitirtliene'Itne vl products or equal. wmpletemedtmrcalsyiemfortheenorebugdngcmvsbng°tbuinoti,,,h,diothefablowng- 1. The rContrator and/or Subcontractor shall test all equipmtnl doors,windows,hardware.appliances,etc.to 6 Embed and,nr boen ll,fasters,Plates,etc.into cantle as required. B.Buildng Insulabon: 1. All work is to be installed in eccordaxth e with e inu umarril of Via State Plumbing Intl Gm Codes. Walter msfallahon and operation and shall verily We same W the Owner in wrong prior to tum wet to C.Concrete Slabs pin grade: t. Reterto En,gy C°del-.-.nddrkiwtng fi li®bona IndRvmuasofnsWaoona diHerentaroas. 2. Furnish and Hiatt all plumbing as owed col plans,indenting alfMures,frIng,asci,ora-'ter vent Ind gas iM O.me,, 1. Caicrele iso-eonaMe slabs orectic na les•,thm4mdie5 Wick corn 6X6-W1.4x W1.4 weltled wire 2. Install perimeter ng,Q,nsulation where indicated.RigidersWation is t°be extruded polystyrene.Dow pgvng,valves,isWebon,flco,drain,etc.,to provide a complete and working system. D.G1.The Su Wartamies,08M Malum. tabic. Chem-,-sfoam•m equal, 3. Sats,locations and layout of Owneir M° system by PIUnmmp Contractor, 1. The Sulxc mminsshat blondethe,,-aro all Guarantees,wmrent-ad In 11.nand 2. Instan6mil polyethylmevapm barrier undo ml slabs. 3. Fiberglass thermal insulation. C.Plumbing Melanes: mlmante lrnwdiouts antl other!ileraturepwided rush all equpmenttnedn thep jea 3. Flaw dabs a have ieeltroweetl finish, install unlaced fiberglass baits fug widgn at sudlwi/rotle,cavity. 1. Smile worst schedule 40 PVC DMV Drain Waste Veil) E.Chiefly Almond: D.Reinforcing Sleet: b. Imtall4 mil polyethylene vapor barrio on condiortM ry 7w 1. Monitor enmtrd ever mr.ndacturers, 1. Rnnlorc4V9e mm IASTMA4{i5.Wt revisiomwith nelt 'Aactdtlt of dpeWt er8lasss,tap bafts.Vapor 3. Gas rPiping(a(above ground black steel Wek11' suppk,1 products,turWceS,site candhvrs suppieme equirerrens. W3 mtlW{bars to banter to be conmuw,a across wrtace of msWabon with Wt jaunts mtlPenetmoomfaped mr Winer Pipmg(ebove ground domestic cold.hoL and ha water realm)-capper Type-r hard dlawncopPar and worbnaiiup to produce won:of specified quell be GR-40;WS and Wgtt bars to be GR-60 sealed, tubing with wrought capper solder joint type,97/3 sweat fitting conivmting to ASTM spec 8-88.ANSI 2 Comply m Ml win monuecturers instruct, mdudng coil,aepm sequence. 2. Provide 83 Z-BAR spacers 24'O.C,each way ter all concrete wails having reinforcing steel n both faces. c. 111SIall high density imWabon,asrequired.at flat and sloped ctilmgWroots. Standards 816.22,B16.16 and 816.80 respectively, 3. Should munulacturers-ft-confl,t with Contract Documents or d-rate from good d. Maintain clearances u provide pope,air flow at insulation in ceilingsd rods;install baffle vent 4. AN sender Used m tlpne_i,t comer s rxmbummpracbce,requrtdeil, InfromOwnerand Aumaedbeim,pree-Fang. SECTIDN4-MASONRY sregwred. m Yiemshall befead4reeand Shall conformwith requirements ofthe Meeting House 4. Co epty whh sperJfi nd Standards as nammum wakly for the work except when more A Concrete Brod: a Massachusetts Stale PW mbng Cgde. 4. Acousvc tnwlaton' S. Flashing-1l4sheetleadfwasemaryvens,l6G.A Galvmosd for flues or prelor ed neoprene boots abagent Idersnces,eotle5 orspedfietl requiemens ndCete higher atn,tlards m male 1. hestall Standard hohow centrale masonry,units(CMU).16'x B'x 8'-of other sites as required. a. Imtall Man f c,inwlathm around III baenowns. D.Plumbng Fixtures-consult Owner for more detail. prearse wodim-Inp. 2 Provide galvanized.Wine type horaonel rehdoreemem IS required. b. Refer to drawings for other locations to receive acoustic inwlabon. F-Geneol plumping work to be included in Cmt ox's base bitl: 5. PMom wok by persons qualified to Produce workmanship of specNetl quality. B.Beek C.Firesfopping: ]. 1h-comer to rem aur. 6. Seoaepmdudsmaplate wdhPosibvear,tl,mapedevicesdesigedmdsaedt° 1, lhv6esSelected lryowntt.Masont°provide sltetrot,ls,brick bas,rl,evingmglesand acceaonesas 1. indntfirestoMin d.11wirin Commons Sa Maptl aduces mil ate with w a Physical a deme d saphad ands B aroun g,conduit Piping.dutwork and other penetrations of rated Perttians, 2. Connecting of dshwlisher(s)and garbage disposals) F.S,., vers required' garage wails and between floor levls, 3. Rough la waher(s)with wall box_ 2. Brio:Veneer Provide adlusiable Des M t6'o.c.and provide weep babes at 24'....Use Specified mon.for 2. Provide accessories es required.But Fveshieltl products d,equal. A. Gas and vml to adside for myet(a), 7. The Subcormaclors shad provitle Vamps iq Uie Owner az requ'uetl by the tlrowi,g entl blow and Some,ground appkrabons.Provide 1 inch anmmum arspzce between brick and dreaming D.Asphall Shingle Roofing: 5. Freed poet sill tock¢;minimum one on each side of house. ap:dhcabom 3, APpy 151b.building papa over wood Sheathng.Imull5 az.laminated asphahmppttflathing over ell 1, Install mctheaumlasphanshinglm.25Dlb„Class"A"shngle3Dyearminimumwaminiy.Type,style entl 6. 7flom dansfor A/C vmtlmwle 2. 7 retle nm,es a wedfic mInWamuers spedbetl hnein are used az a bays ion the dedgn openings and at bo umn of brick cavity, color 85 selectetl by Own,. 7. 7" I Water heat with flue antl 7P valves ga. er(s) (verily sae wlawner) ,mdorqualry,tlesretl.SubsfiWd,s of products by gthttmawrlacmaers may be matle C.Bock and Stone Veneer, 2. Install matting hry and ridge shleples. 8, 1'copper comerim serve.bilmwm site) when approved by the mi Owner antl Aatl e 1. Brick and lune calor,finish,type and texture are W be Selected by owner. 3. befell rage vents and hip vents where indicated. 9. Gas setae,m each apphanw antl paceo1 equipment as requked G.Tenporary Electricity. 2 Provide reel lintls Over all Openings as required.Akernalely provide precast wnerete,dressed stone m 4, install 36 inch wide W.R.Grace'Vywr Ice and Water Shield'ad ml eaves,°entered m all vaileys mit al all 10.4`schedule 40 PVC DW V Lo sanhary sewer or septic tank v,timll cr applies. 1. Provide loortffile peneratws m tronned m tenp°ratY power service.Pme.ewal..pit load be.bng brick Imtes and headam m shown, nletseefevm of moil and w211s. 11.Piping to humidifiers,steam shavers and other awesonea. Shelf rmldavot Owners nettl for wntnuous service. 3. Install adustable dove4eil type ties.Heckman 3151316 m equal,ill IS'—each way.Anchors to be 5. Provide 25 gauge prefinished cuma.m drip edge at MI eaves and rakes. 12 Provide testinfees and permits b5 required by governing agendas in base bid. 2. Provide pawn outlets ten consbnuction opwrs ttamWith d,branwimp and del ibubon seared fo suds or Plywood Sheathing.Provide weep holes M 2C o.c.Use specified md,tarld,beta,and E g,Flashing; `, boxes.Pi-ide flexible power cords as requved, above ground appliomwx.Provide t inch re,num amspace between bride entl stea tent. 7. Provide 20 gage alloninum flashing mer all doom,windows m other wall openings;at oro wall intersections North ' 1 An�'0 V kir 3. Permmml wnvewenee receptades may be mixed during eonstrurLon. - 4. AppiylSataldng Papmwerwoodsheammg trtan5m.emnaleda h*V=pmfimhingwerap skylights.and otherroafaccesnewma. H.Tetrporary HcaL openings and at bvbom d brick cavity.Do III puncture fes hng 2. Triad step flashing at all intersectom of roofs and brick or rnasmry. 1. Fundal,tenpor.y hes devices as required to maxmain spedhed cvmddoslet D.Glass block eandruw 9apembmma s.PetteM battling heatng systems may b,mail during oM dug 1. Nd be ng mits c seleed by atmet,Pi tVaLugh Coming Corp,m equal,k t n6m pert ufadurees 3,A. TrInstalliail l6 oz16 ex gashing m all valleys. .copper or 76 ne Lead oneetl capper where Indicated. cam ft, peean. specifications. S. Provide copper m membrane at all passim tested lumber ' 2 Prfortoopetebmovedfor permanent Operation. iftprertgoraryicated andpurpo sseein acfiaa E.Martin. F.Se. Apply SECTION 76-F1EC77LCAL SYSTEMS niallatuon is approved for operation,egwpmentis lubricated antl finersare(n pee,. 1. ASTM G270Type Slrrix:t part cement(C•150)-`/.pen hydmledlime(f1207J 4pafssmd(G744) 7. Apply semens to all joints,seams and mfersettions,both Interior and merior,and between dissimilar AGeneol: Provide Intl pay f.ope°rbam,mentenance andrepwar replssment a fillers and aom Or eotiwmed 2. Use type B',Honor above ground mtltype"M"mama,below gromtl materials.Apply sealant.ourd all penetrabms of extend,wells,a land all Plumbing fixtures and between FJeetrnal orectic nortrietl ons Desi Build bags.Workahall consist of furnishing and installing pats. G.TN.Brick counters mit walls p u 8 complete meotenical system 7m the entire bugdn� 9 consisting of bin net limited to the following ' e Maintain apptionate rriliimum lenipeohtte as recommentletl tymmWadurn. t. Urals sNbams. ow'ner,'Mhd.ra'ny tmm'tele Bock Co.mequal.b tall in�rtlmee with mmWadurer's 2. .Provide seatmt aweaohef such IS back,rods,primers,etc. t. An work is W be installed nxeord-le with the applicable edition of the National Electric Code. L 7ertpormy Ventilation. spetifiobom. 3. One part Nona d amng Silicone:Joints In emerefe,tumor joins at window beads,soffits,eMlings,etc, 2. Furnish and install all wining,panel boxes,ei eua beakers,svifeems,racer,a as,etc.,fm a complete 7. Ymtilate enclosed meas as requked'm end,m a55t Curing of materials,fo disperse (Nal ten use in joins to be field Pointed), humitldy and to pawl aewrmdatiws of dust fumes,vapors or gases. SECTION 5-METALS 4. One-part PolywnWc.Hammel' sin concrete and all homomelre worbnp elecbltal syiem.Sae al Venice,Inywa of arwhs,etc.,by eleNigl contractor.Contractor sh.4 .} )''1 Jan joinso pamng subject to loot tram.. include telephone and cable Revision prevveng from street to oWca per Ideal outhoribes hav, Specifications J. Temporary Smeary Facilities. A.$trucSbl Str:l. 5. O Pigmented small re outanl Sint F r j omie tle,ell nemd,jams subject to mm.S xi Rovitle entl wanton regaretl 18alaties antl endgsures. 1. S.. u w pipe c shall meM ASTM A•T latestJamsiom 6. g--I tetl small pmt seMInL Fm jo'vdt m interior side al exlmd,walls eo small So be wWkeQ with Junamande �r diction- K BarneR 2 Sovwuml pips tmumns aryl meet ASTM A53.Jams:revtvns Acrylic sealmt 3. Comdnae Iwatom ofd permits receptacles.required doorbell appliances and oder devices with Owner. Provide banters w required W pmvem mwmwized er,by to wnzW m alas,a allow 3. Provide tloublt rxu6 to all wlvmm antlnor bohs b allow ion act antl IevN, nian mrmado 1'non- 7. Acrylic Eom aid Finis joins temsea(EI Gmerol purpose nlerior seabnt for jwns to receive Pamlers finish. 4. Provide Ledmg,lees entl permits as requhetl by governing agencies in base bid. N t,Owners use d sire Intl poled existing ladlites ands em tram damage shrink grout base plane after erection.Anchor bolts len p s an,a °8 G.Eukie In lnsulaaon and Finish System(ETES): 8:Materials rlJx pop,tues gr oma ere ertibetlmml ImBtln. 1, and°I178lly t System'by Parex or equal systems from Dtyva or Sto.Sydem io wnsM of house coop, 1. Wiring-app,through-1 from wnstrucbm operatom. A. AN edition l m beam w ckxk g niay oe membd cDt with,a vU machine lids. Failla molly faioned dr.m a,type mwStm board,ra illmdnB mesh and eememdous finish coats. 2. Circuit breakers-G.E.,Westin 1 Fallow man ghoul,or,qua er1 L Prete Um a mdened work 5. AN steel tebnca0ms,mdudng beams antl alumni,sham,ecerve a diop appbetl rvd mnibitve Pnmer. M speclatwhs}m preparation and apphcabm, 3. Swrtiies-'Levaon'm equal O 1. Provide spiny prmer2on ahem Wecified n individual syeofiratm sedans and w1nere mfiei cards shy.to a sneml,and 9aug,whin l.nM nfi,bitve eoaonB. 2 Supply ileantngs,stamen racks and ether atcessonas required. 4. Fannies-refer to Schedule on Plains. _ ax'1 wmknaatype sampan ituonmbeooked or p traffic tlficora 6. Use haniars MABs Fe SMUcw.l Committees o 8eeeetal. 3. Finish,color and Profiles as Federated m the dawmg and as selected by Owner and Archaact. S. Telephone and data-minimum 2 pair wiling(conwh Archhad or Owner for additional pair optiomJ !� 2 FtdoM traffic m stwege m wateryrootetl a twtetl adores.When traffic a aravlq•is 7. Use Sampson ZMAX Ione m Sbuclarte Connectors Triple gunk rater 6785 hmgere at all pressure treated O neossary.Mien ream earrom 1.pridumbon tram waterproofing MSUOMl nmbr SECTION 8-DOORS AND WINDOWS 6. Came7Syste atrial able(min for°CATSm(ft re fired)Standard) exemew,rtt. B.Ards.Oval Metals: 7. Scarily aydem-wnwlt own,for ort-wrong(U required) ' ,s- O A.Dears: 8. Audo and video systerm-c suh ownertm pe vire(8 regaled) t' � I N 3. Pribh ahbaifc n Landscapedareas, _ t. Ornamental meal tubnwms constructed sham be by,atsmm closely to resemble,as IS.possible, 7. E,nenor DoPre-Hungrs:Pre-Hung in,Meow trawl;rotor to piefor sizes and types. M ManWm,ce,and remove of ubFtes,tadktes and controls designs ndmted n thea plan.h no detail design is provided,design sMebon Shap be made by Ownet in 2. All exterior doors mould be a mnimum'11-value es notetl m Mmsad,usetts energy wlcWaton and report Allowances: .l t. Malum temporary eemces for Constriram ipm Permanent s and tes>e av prior to consork with one al n and ssio a l ar submitted with One building parrmiL Consult Owner W determine,based on Overall budget.the ellaweble cost tar items listed below,linen adtlitional 1 -It2. Remove temporary ffiwe grade utlihcz,equipment taditiec entl materiys poor b 2 All work shall be done al a Professional nmr„with tight fis,ills mgrs and secure mchompc.All tertousDOM: d Or Metal harass,its noted,Refer to p types hems r required. 1 wbsWtal .Mplet-rmpe2m, metal fabrication welds axial be ground smooth and coaletl with a rud nhibimc pnmtt. 4. 6magc Doors:PRe Mute pans fornp solid °SRes,Ovemeatl Door Company ar equal,nisell wilih Power operate,. A lanruaping 1 J pp 3. Gem and repair damage caused by nsuNation muse of Lempormy,work 5. Hmdwerc:SNaeim of dor entl cabinet herdwarc Armded.Nile:eoniotlorlowndha ArchRed about 1, Impation sy bam. 4. Redone pemurem tacllNes ucee tluing consvutbon to spedretlwnQdon. - SECTION 6-WOOD AND PLASTICS 3 f y n and vaa/dy of ne iwarc.Contractor"m a key en fxxa aa,wmpMian at construction and ppada the z. svQ. I .D O.Ailowatices. A Wood ironing general. own-with fhrec secs of keys. 3. Trees and stubs N • / t r,J, p� � N 1. ReIW u clowance sdmdule M and of these q>edficatorn. 1. All dimensional framing lumber shall be Uveas graded,Spruce-Pi -FrIL2 eir bailer,lain dried 19% B.Windows: lilt -t t r TO U, P.Cutting mit Patching, maximum moisture gamont Winter often have a fib,stress n bmtling-Fb'of nut less than 85D psi and a 1. Refer to plans far sizes and pl 4. Hind-;m,(walks,patios,borders,etc,) g ,Weed to ad,to acwmmotlalt new work mmulus of Hast types.All window ass h to be nwlatatl rasa with lows acting. 5. Pools,spas and fountains, 1• 1. CW b,xis wmbucton ase mber shall w nm leu than r LVL(la pd. C'J 2. Prodi ezistmp corhatrutton as requiatl.Medh sew work limit dd and new wwku obuin eseamleu 2 Ail engineered Holier be'M,aollam LVL(lartiatatetl venett lumber), PSL(p.allM strmtl 2. with Vitlows am doors with Buss shoWtl raged the Massachusetts energy calculation mdrepon wbmiUed B.ErtbyDom: witlt the bu8dn8 Pemntl C.Cwt al Hard n: Pp_ lamb,)entl TitrlbersbmE'end Tmss Joist TJIlPra'Silml Flom Sydem'manidactutteQ by Truss Joist C.Minors: D.i:abiriM Hardware: 3. Provide tempoery suMcis,and protection from elements Ind wilding wndmnSon. fnslMutim°I engineered limb,products Or fabrications shag be in eworeanw with manufacturers 1. 11/.-polished plate glass mirrors.Field meawre,and install with both mechanical wieners and mostc,Lisa E,Wall coverings: 'l7 4. Sewage existnewmtrustim as directed, apedfications. vi mastic elmo is hot partnnted. F.Scarily Syetem: - j� O.C-deartme. 3. All jdM and refltt sizes and spacing stall meet or exwed the minimum Ideal bu8dng wile oguiremens for (dl chin .--- _ Q•` I. Coomtnate the Work including but not grafted to,wed-.Zl mit Necttiwl walk and We°Wer load e.,yng capacity, changes of plass and doorspiifmabom nailbauptlatetl withareviaad anergy t.Ukxfm.Convectoristo G.CounterTops: subcontractors.Antitipate.eas where the natallabon m meshmi,ml antl Mecthol work will be restricted, 4. All wood n contact with Concrete m mason shaft be notify Architect of my chmges that may have oaVrred m rda6on t°the ardihewural drawn,. H:Floating: `t't•'t''' C� - masonry preewreaeMed. aarrificmlyndealeQ CA Sc31e: z methods m itch.dR The Contraction sell be«sponsible ter wordnMinBvades,seW,Hees.weam entl 5. All exposed irarrknp to roman mfinished(dada)to be pressure treated mless SECTION 9-FINISHES f-, Coordinate Me wedules, °m°^riu• A.Gypsum Boned:Unitcd Sates Gypsum(USG)or equal, i SUE J DRAWN BY 2. CwNmate char walk a eg twits entl with wok being pMomed M foe Owner mthe Owners eonsun.tts 8. Provide b ndIng," bring and str-.I as osis required,wheal,specifically indicated w not Insall.th t, W G.W.B.at Ml interior surfaces,use Type-,r fire Wed walfboamf at Gauge ceiling and.ralls.Use w and C°nta tors. d°cldnp antl immnp under oh beams aitl polls extending dart nitwgh atrucbure,kitludn8 interstioy flow moisture resiiam r" 3. The C°nbadar shall obtain all necessary pemih and coordinate required itspectmrs. spaces. type Mudwall&taperd in it oMh and finish Lhe wmeni backer bo.tl as subsbate Ion tle n O 7 Provide metal Wass boon showersantl rete,bathla Mud,tape a joints andfinish).11rn Lind mettxWrt) B,t'Wam Booteenima lumbi Over tB'O HER spm. 2. Alternate:Verner plaster war gypsum lath(bluebo.tl °OSia""""A°'"•"`' SECTION Report SITE WORK 8. OSB er grade,strand beam vr'Wo,Ba.Q'):nheM m exceed CARD NFR 708 for APA rofetl ahcemin0. ),1/B"minimum thicbess. A Sells Report exterior B.Paint Follow manutaduicrs rewmmentlatuom for praparetion antl applreatms of paints and ism.Colors are grade,%itch Wick mind spacing entl Haled, tv be selecletl by Owner.Poor t°Sending.1-,ell srtixes are PISP,ly pre REVISE/REVISE BY O 7. Pot 11 awls tests u d sill type and beanyI tt.than 3W 9. All nninif sheathing shall be Spain aatetl spacing me an floor or wet flaming.as applicable. pared,Caulked,santletl,nal heads set U 2. Cons tt Owner Intl Architect tl cd be.bearing capacity'a less than 3000 Ps.l. 70.Fm Ing ewmeams,pthmge a,post ease anmme,etc.dual be'Sinpson", Taco.m equal.Installation and pulled.entl weathercondfions favorable to painting. qy B.Private weer supply entl Sanitary Systems shall be p,manulaslrces sperifiwbms. ]. Exterior. co I. Insist=ams n ad ardercewins appii®ble,Local,Stale and Federalrequirements. B.Wag Frammp: e. Wood(sun):2 coats ruin;Otympic m equal. a0 2. InsM sanitary syiem in loeatm shown m approved igihhes pim. I..Eaienor Walls;2 x 6 ends Q 16'0.c.,unless otherwise noted an c Wood(pant):t oral°aylic primer,2 caaL semi-gloss acrylic latex;ICI paint m equal. 3. C°nbo ten to revew lmerel line pocitve pian C. Metal:1 coat rsit inhibitve Pdmer,2 coals egpshe9 Mkyd enamel;ICI pant m equal. plecemertL ion dronage,entl tgortlnale with she pian Cgris,di 2. Interim Wets:2 x 4 druaa i6'v.c.,uMess aW,,vital noted en Plan. d Masonry:t cam Icryhc booting primer,2 coats elal anyhc latex;ICI Oaner antl ArciNe4 C.Wag Shealy:A paint or,suit. .C.She(Hearin 1. Wells:APA lutea Sheathing.Exposure t, dogged,eMerior eEIFS(Fxterim Irhvntdm Finish Syicm):ManWachmers'pemaetl panni,finish. . 8. APA gWe;SWick 2. interior 1. Protect Re bees all designated dremainmsite entllmote eladithe mtram areas within the building 2. OSB:APA olid 1.1.a tt1,ri T8Gglued and eyed. Gypsum Wallboard last lock printer,2 web flat latex,ICI 1 o stall Remove all tlebria and my excess on 8 fill mmera troy.the site. . 3. All coy ahemnn8 it to,e aria-tied wUh air infdtreom banner,Tyvek m equal,priorlo installing final Badding b. Woodwork(slain):t oral stain Mimi ax m equal;1 wM-chnarnealer Or 2altoote water based JOB NO: 2. lmtyl hay byes end sill lericestm erosion control u necessary,during wmlru,Son. moeriy(idinp,sutra,masonry vale,,etc.) polymlhme. p e 3. No bumng al cleared and gnWbed material ll be allowed.Dome of material Off she.Trmsporl antl D.Rom Framing- s. Wggdwwk(pent);1 oat dl basetl power or,Mihe Ixquer mtlerwMv,2 wets sem' ass ' . o Legally dispose of melledam aft she. 1. Dimensional lumber.2x10Q117•o.c.,mleasnvtedoWarwicemplm. amemc¢tel Pant or equal. SHEET NUMBER b. Metal:t aom acrylic Printer.2 wets eBPehell ckyd mama.. OC Floorcnverinps:Crown OwnerfmspedfictypesoftUDre°venngs. L J 46-0' 15-6 A'-0'MO. 17-6 17-0' I 7-0' 37-0' 17-0' I FOOTING NOTES- 5'-U 5 10 �8't. I. ANY WOOD IN CCN?ACT wl CON--.NLJ$T BE F.T. 7.11' 10'-6' 9-3' 7-8' 4'-8' 7-87 3'-4' 2 PROVIDE T-10'Col K:RcM POUR.(SEE SECTIONS) 5'-3 �. 5*-n*�. I PRECAST CONC. 1 I r I 111- �EAD E TEPS. A 1 PRECAST COIF. 3. TOP OF MAIN FOLMATION WALL.Ah:D TO BE 100'-0' WITH 3'-0'I DOOR. I 1 I j BJ-KW-.AD E STEPS. G.C. DETERMITION 11 NE WITH 3'-0'IN I.DOOR. 7 4. FOOTING L F NATIONS REPRESENT A MIN.ON UNDISTURBED B(.E G.C.TO DETERMINE !l D6'M ALL FOOTINGS M,J$T BE RACED ON LNDI$TLREED 2 / h I J J I LOCATION IN FIELD I SOIL OR COMPACTED FILL BUT IN NO CASE LESS THAN- THE HAN 8 2 B 7}E FROST LIME DEPTH l4'-0'MIN?(CONTRACTOR TO VERIFY SOIL CONDITIONS LJD� ER ALL FOOTINCS� - - _�'`_- - - - - _._ - - .� -------- --- STEPS Td- -.--__�._I_ __-- .I-------------- � GRACE(DEZERMIME I ---- ------- L LOCATIONS IN FIELD) I r------ ------ -----�-- ------- -------, I O S U LL 1V A N T.D.FC lO. F-- - -------- FRFAACE DEC): ARCHITECTS, INC. + WALL EL I7-0'X I7-0' .100-0' , I L I I I ARCHITECTURE.DESIGN,PLANNING I Q I I 1 207 EDGEWATER DRIVE,SUITE 215 WAKEFIELD.MASSACHUSETTS 01880 15'-0' 15'-4' + .O.r-OLnD. Q ^' I a H R M I S70PE , SLOPE ALL EL 0_ 1 I Tel:(/81)246-1667 Fa (781)246-1683 '-O' I , IVIL TSG RM. www.osullivanerchitects-om v - • L -___--___-----4, 1 /600 I 1 I I LINE OF L0_____________ I I i I I I r� t of 7� ti wncu a 2v.aM.vo.�M A.r r„emoa.:.w.ck + 'I 3)5'DIA HW.LALLY �M' 1 _ __-__-__- I a I I WITH TOP ABOVE i I 1 RAS p..,•._+o.�mos��a,�n.�nna c.mcg -J , AND B TTOM RATE , t 16-0- I51-1O' 17-7 O 0 2W5 O'Sumvan Artllil-L BiG. ON 30 X30'X 17 1 LLL CO FOOTING 4'CONC.SLAB i I LIN ( r_J TYP. DETAIL) OVER PSI MIN) V _ OVER 6'MIN.COMP. 1 I -A SEMEN•1'2817 L;, GRAVE I I I O I I I BASEMENT SASH ITB •f,�' 97- I I AREAWAY As RE D ) I a•-o• , '•B' 6'-4- I , 4 I I DINING (FYPJ(G.C.TO DETERMINE LOCAT Ont$ I F LINE OF I m M.eATu 7 8- 6'-4' 2 AM I , I I ABovE W.LC. WALL wa1 -�------ I .: 0 T• L- J L-_J L__J L__J L _J L-_J I 1 t __ -- CL.-- O 7 O' O 1 I T-7 7-4' 6'•T 6'-T 5'-4- 5'-2' 6'-T I , O -- —_ O $ o• I O 7 Meeting House I O N I I I III` ~ I{ -� ' // 5'-1O' 1 g•"�. OO Commons N O �i• m 2 KiTC N I O� I I I I N LA N \I NE OFm I �� I OVE 8 , I 4 1 qO LAV m 4.•O. N) Portsmouth r\ Y v m FO , PAhL-L t I 1 1 1 I y �I. I If 1\ll + of , - I " I_ - --o-�-- - I------------- tT I ;o a iLII - CH)" ------------ -I I $ L__ b'9' L--J6 i�WALL North Andover �-6' 2X6 WALL+1 , I 1 NOTE- 71-E CEILING E AL1 ))) 10'CONCRETE RHD. , ) O GARAGEE T1-E WALLS1 / WALL W/20X0' I BE(VJ®V llf GARAGE E ' ✓ I4'-4' , L I , 1 y� 0 DWELLING RECD RES A F ' SLABCONT .P,C � I , i , SINGLELAYER OF 5B'TYPE (3000 FIBER P 31 MIND W/SH¢IN=. I _ 1 X GYPBD..PROTECT FOYER - - FLEX RM. 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Dy MIN 46 BELOW GRADE _III=III=III=III=I IIIMIN 48-BELOW AT JAIMBSFIRSTH l I INTERIOR WI WINDOW `� •� 1 BETW�J WINDOW !, Y•f.� o15nReED oLsTLRe® &FOUNDATION/GARAGE DETAIL AT HEAD LNTAMFRAMING ��• � ( � s BASEMENT FOOTING DETAIL n CONCRETE FOOTING DETAIL Scale: 7 72"=1'-0" 51EP4 S7EPs I Scale: 1 12' Scale: 1 12'=1'-O' ---)WINDOW INSTALLATION N �IPT y NO Scale DRERIOR SIDING WOOD ENTRY DOOR O WITH THRIOR STUD WALL � � EXTERIOR WOOD W17H 9ATT IN15LL Ci 0 SHEATHING WITH AIR GYPSUM DRYWALL OVER MEM®RAE OR P.T.2X6 SILL OVE32 _ RAILING INFILTRATION BARRIER VAPOR BARRIER UCOPPER NDER SIDING NG I SILL SEALER or ISI yO m 5Y5'IH,A EXTERIOR SID ING >�_ 3/4'WODD SLBFLOOR E OVER LEDGER H COPPER FLAS LNG ` / SF-AT14IMcf.IBRANIE OR INNG W OH AIR 4 W ° 5 HI.E'�Scale:AS NOTED I\ 3/ OO S.BFLooR EXTERIOR WOOD SHEATHING UNDER SIDING 'O INFILTRATION BARRIER WITH AIR INFILTRATION BARRIER E O LEDGER , IX WOOD TRIM ISSUED)DRAWN BY O E XTH21012 SIDING LIMESTONL- I I BOOR FRAMING 6/8/D6 METAL FLASHING P.7,5/4 DECK `/t� ) f1 I e J I - \ ,)� SEE FRAMING P.T.5/4 DECK BOARDS '�/ ✓ �/ . PLANS REVISE O ICE L Zr-ESN / \ BOARDS • REVISED I REVISED BY U WOOD SHEATHING \ I FACED / _ , 2211D7 O ALTEERNATE,METAL ROOFING / T �- (I ` h P.T.WOOD BEAM I I % f P.T.2X4 ILL a FLUSH SEE FRAMING p P.T.JOISTS FLOOR FRAMING .// H -H 6•` •4' V AIR SPACE METAL DRIP EDGE P.T.DECK SIMPSON IMAX WITH BATT INSLLL (2)-5 REHAR AT C FRAMING JOIST HANGER I E REFER TO PLANS �y/ " TOP OF WALL 1X3 TRIM ON EXTERIOR P.T.2X10 LEDGER 'r (D a5 RE33AR AT / �' R RSR TO GE3•ERAL 1X8 7RIM STUD WALL P.T.WOOD POST 71-RU-SOLTED INTO RIM I TOP OF WALL '�! iG `Y} _ NOTES POR ANCHOR JOB NO: 06016 U 17 DIAMETER CONCRETE WITH SIMPSON TBC' _ FILLED SONOTLIBE WITH POST CAP JOIST.WITH WASHERS REFER TO GENERAL w ,.u,-.�•• _ _BOLT SPACING EMBEDDED IN SEALANT I I 10' SIMPSON'ABIJ ZMAX POST NOTES FOR A20-IDR lu "4- e•4' CONCRETE ' � SOLID BLOCKING AT ANCHOR I 2X6 SILL OVHi P.T.2X6 BOLT SPACI Q.=_ - ! - ,•-�')'+ POU,DATION WALL SHEET NUMBER 24.O.C. 6 SILL'014E]R Sw SEALER �_CONCRETE > p YJ.E£R SOFFIT _ +� • FOLNDATIDN WALL 0 `— FOUNDATION WAIT I CONCRETE COMPAC7ID _9yRAKE RETURN DETAIL DECK DETAIL I I DECK DETAIL ENTRY DETAIL A^- Scale:Scale: 1 12'=1'-0' y 4 Scale: 1 12'-1'-0' - y 5 Scale: 1 12 =1'-D' y 6 Scale: 1 12'-1'-O^ L All ROOF FRAMING TO BE 2X10 WOOD FRAMING •IV O.C.UNLESS OTHERWISE 2X65•16 O.C. 8/12 8/12 NOTED ' 2 r J------� I J li O 1 I V4 O ' SULLIVAN COM.RIDGE VENT,TIP. 1 ; , _-I J 2X65.16.O.C. - _ J ARCHITECTS, INC. r1 2X65-I6'-o.e. , r 16/12 , I ARCHTECIURE.DESIGN,PLANNING I 201 EDEE WATER DRIVE,SUITE 215 ENTRE LOW PITCH ROOF TO I I' I 1 I I- 1 I 1 I 2XIV01 I WAKEFIELD,MASSACHUSETTS 0188 BE TERSHIELD. COVERED WITH ICE f ,�J ; ,/ , , WATER 94B.D. ALL 3r vBRncALLr w WALL 3'9•. I � / c I BE1+M Bt3ow. 1 \TYR ` / // J r// DVE2FRAMING• , PLAN FiR I Tel:0131)246-1667 Fax-(/b1)246-1683 4/I /' / 1 16'O.C. vvww.05u11ivanerchitects.cr \ , 1 LINE OF ICE£WATER SEED. 2X6 SHOE.TYP. EXTEND 3'-O'AT ALL EAVES, I I I I I I I I I I I w<, �. �m� •a � VALLEYS.E OPENINGS.TYP. 1 _J I 2Xb SHOE.TYP. BEAM D FLP , .ec• •e ,•vcauon e,n \ / SEE 2ND FLP 11- vx a•,w«:av v,.,•a,o+re w.nn.,eeuem ., --------- ' PLAN JOIST'2XIO�•L76'�O.C. Lp r�-j-� 1 t 1 - - 1 ctlln Pn�b adionee�wvrou w:»�„•.rnvnnlc ___N _______1 CONT.RIDGE VBNT,TYP. - _ _ - _ -, p Lflit I / 3 D•,m�on of OSr,mn wr ,cam.Nc -� � � � L 2006 O'SUIliN2n ArthilecL Inc. I 1 I IF J I I 2x6 s1-IGEN TYP. ------ I , I 1 - ----- ------i 2 ; V1VO FFR' OOVERFRAMED I { T-- , - ---- 2x105•I6-OZ, I BEAM BELOW. I / , -T 1--------------J NI 10/12 IO/12 I ENTIRE LOW PITCH ROOF TO E 2ND RR I BE COVERED WITH ICS E SECOND FLOOR CLNG FRAMING PLAN 1 �, , W,� - - C MeetingHouse ROOF PLAN ROOF FRAMING PLAN Commons scale:17e••r-o. Portsmouth ALL SECOND FLOOR FRAMING TO BE 2X10'5 16'O.C. IUNIJ-Ss OTHERWISE NOTED North Andover ALL FIRST FLOOR 2X6 CEILING FRAMING TO BE 2X10'S . JOISTS•16O.C. 16O.C.UNLESS i"+2AMING ISE NOTED ALL FLOOR JOISTS.RAFTERS.E CEILING JOISTS•16 O.C. OTl-H2W UNLESS OTHERWISE NOTE). LOP D P.T.2X8 2X6 CEILING PIE �� JfFT - _ DECK BEAM znh Tt 2PROVIDE SOLID TO F S . AT ALL JOISTS•16'O.0 VBEARINGPOSTS. OLELEAL JOISTBELOW PARTITIIXNS PARALLEL WITH JOISTS. , (D R!,X 9'6"LVLS. (9 1y X it 7J8" [� 3D PROVIDE 1X3 MID-SPAN BRIDGING AT ALL SPANS OVER DROPPED. I O)0�*X 9 Ill LVLS LVLS.DROPPED. I ' Framing Plans O 10'-0'OR AS RECOMMENDED BY ENGINEERED LLNBER P.T.2X10 DECK CD MFNNJ'ACTIJRGRJOISTS•16'O.G m 1�'X 11P LVLS, � 4)PROVIDE OOISP JOISTS A7 ALL SIDES O=ALL >�TOP .~ OPENINGS LN.ESS OTHERWISE NOTED, 2X6 CEIUNG 1 I I 1 7 5J PROVIDE 2.2X10 HEADERS AT ALL WINDOWS AND DOORS -10LST5•16'O.C. U.ht.ESS OTHERWISE NOTED. RJJSLI RRAMED I 1 BOTTOM W/16' --F (2)1�'X 9 1/T (?)1�'X 9 1/7 f�/� !.( 63 SALL FRAMING LI.tMBG2 1000 FIBER 57RE,A.E1.2 MILLION LVL LVLS.DROPPED LVLS.DROPP ` D�Y TT C,4fl -, (2)1�'X 16'LVL ., J. �n I 7J MICROUl.M ILVU'.PARAUJNM G-SD'.-TVASE2STRAND DROPPED n y `y 41SU AND TJI/PRO SERIES ARE 1SGLSTE ED TRADE MARKS. O 8)ANY SBSIITUT1a61S OF OTTER BRAND BEAN45 MtST BE CHECK AND VERIFIED BY SUPPLII32 (3)Iy,'X II Y'LVLS. (3)1 'X II Y'LVLS 1nI i FLUSH BOTTOM FLUSH BOTTOM G.C.TO ADJJST y„ 9J MANUFACTURERS SPECIFICATIONS REGARDING FRAMING AS LVLS,X 9.12- '� r 1 1- O ra INSTALLATION MUST BE FOLLOWED FOR ALL VINGIN!®2® NffD®FOR ( I r N, .. .... .,yLJJ .. WOOD PRODUCTS'' TOILET OPENINGS '>0 10)AM WOOD IN PRESSURE TREAT® ACT WITH CONCRETE MOIST (3)2X10 ID ANY POSTS SHOWN ON BUILDING PLANS OR FRAMING WALL PLANS UNDER BEAMS SHALL BE CONTINUOUSLY SUPPORTED BEARING BRING W TO FOUNDATION WALLS OR COLUMNS IN BASEMENT. G.C.TO ADJUST DBL BELOW I Z 121 BUILDING DESIGN LOADS ARE AS FOLLOWS' �ED FOP ROOF.G 5G LO SCA�: Scale SAS NOTED •AO PSF TOILET OPE y2110 2ND FLOOR CE NG_SF NINGS 7 C-1ND FLOOR•40 � -- 0)1%'X 9 1/4"LVL I ISSUED/DRAWN BY t7 IST FLOOR•50 PSF HDR i 0 BEARING WALL•10 X HT OF WALL (37 IV X I$"LVLS. 2X10'5 FLOOR 8/8/06 FISJSHI Tom' I I I I I I JOISTS•12'D.C.O � 2. I� I REVISED REVISED BY 825M Q 4/4/07 II a - 2XCEILING FRAMING NOTE, JOISTS•IbO.0 - THISDRAWING ISA U R TION OF THE FRAMING FOR THIS STRUCTURECONTRACTOR ---__-- , SHAM NOT (2)111`X IIY.'LVLS a (2)135'X 7Y.' ----------J SCALE S,RDRAWINGFORLA LOCATIONOF NSFRAMING �RRST FLOOR FRAMING PLAN MEMBERS REAR TO THE PLANI$,ELEVATIONS.AND PORCH ROOF secTIONswRDIMENSIONSANDIEIGHTS, SECOND FLOOR FRAMING PLAN BEAN' JOB NO: 06016 Style:1!B'•1'-O' SHEET NUMBER 0 - A=6 L J MEETING HOUSE Commo s NORTH AI�TDOvER 1\4A oISULLIVAN � ARCHITECTS, INC. ARGifTECTURL•DESIG14 PLANNING "`.�411 Ir(i u, i•- w�i ��l •yG= \•�.i'.�.jC(^.'�.��(';/� 111 1i I ..,,,�.�"-ia�`."��r. L`(-� '4.,�__)F) ,t � v1'� ��`�jj I IIJI•� I I�I I I �\.��.�� VI G- -.-I �L �� �� 0000 0000 000a .� � moo �o ..�:. � .:•_-� -777� � - iTr � U�"� 1_1 "l` -\\.\�/f•�,_,�-��.� ¢V \.. �,-_ r/.i7 TTT -L3'`J Ory jrll ZL PORTSMOUTH MODEL 0 N 7 bD ARCHITECT DEVELOPER �k O'SULLIVAN ARCHITECT'S I MEETING HOUSE COMMONS LLC ` N 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD WAKEFIELD, MA 01880 In NORTH ANDOVER, MA 01845 > Voice (781) 246-1667 Voice (978) 687-2635 ? b t3h` a Fax (781) 246-1683 Fax (978) 680-2310 H" o N 0 U U 7 O C U Cl O X REVISED '-1CONSTRUCTION DRAWINGS 4/4/07 � CONSTRUCTION DRAWINGS 8/8/06 x L J O'Sullivan Architects, Inc. General Notes for Single Family Residential Construction in SYMBOL LEGEND Massachusetts All notes may not apply to this particular project. 7r2Z20o5 1. Framing standards and requirements vary tram locale to locale.Some jurisdictions may have more A� stringent framing connections.11 is not the intent of these drawings to show engineered connections DETAIL t.L11t.5392 meeting all requirements for all areas of the country. It is the responsibility o1 the owner and contractor to review and revise,it necessary,any framing connections illustrated in these drawings,in order to meet BUILDING-OP O O ' S U L L 1 V A N ---local standards and requirements 2 Should local codes and/or ordinances dater from these plans,a determination shall be made by the WALL SECTION A-000 INC. general contractor and/or local building official as to which is the most stringent.The most stringent SWEET lus�BZ ARCHITECTS, I U requiremem shall rule.Should a change in these plans be necessary or desired which will atter the design or structural integrity of the stmcture(s)a Licensed S1ruclural Engineer and a Licensed Architect must verity all changes. ARCHI ECh-IRE-DESIGN-PLANNING 3. Al retaining walls and basement walls shall have adequate temporary bracing in place prior to backfillNAIL N-1,4362 c 207 FDCiEWATER DRIVE,SUITE 275 placed being against walls.Temporary bracing shall not be removed until wall is properly braced. DETAIL WAKEFIELD,MASSACHUSETTS 01880 _ 4. All stabs on grade shall have a vapor barrier underneath. 5. Ah foundation walls shall be damp proofed. Tel;(781)2487081 r-axc(781>z4rit693 6. Cadractor is to contact DIGSAFE not less than 72 hours prior to any excavating in order to insure that �Z h1ACEP Tat(7r,osui-1067 aic( underground utility Imes are locatetl and are not damage or disturbed. 7. UtMy trenches must be back filled at house perimeter line with a plug to prevent exterior drainage and/or ground water from entering the house. �qOWLEVEL 8. Install perforated foundation drain(4 inch round minimum)around entire perimeter footing. Extend drain ELEVATION J,MEaAnmE � a•Nymy� line to a point away tram structure for positive drainage.Actual location of drain fine and points of y.ti 1�4 drainage muss be determined on the job site with review by a Licensed Civil Engineer. MAPl�EP ELEVATION DATUM 9. Install underground roof drainage/downspoul drain lines(4 inch round minimum).Extend drain line to a m,2005 Osuwmrh A,.1* 15 fro point away from the structure for positive drainage. Roof drainage lines shall not be connected to Contractoron WINDOW TYPE O 10.Contractor to provide finishetl grade that does not create an excess of water drainage to adjacent abutters and that all landscaping is properly localetl within the owner's property. Contractor to follow Civil Engineer's proposed topography and coordxnale all proposed changes in grade with Civil Engineer and Architect. 11.Framing plans are schematic in nature and should not be scaled. Install all blocking,bracing,slittbacks, DOOP NUMBEP O etc,as required by the Building Code and in accordance with good framing practices and standards. 12 Ah beams and headers are required proper posts under each end.Such posts shall extend directly down totooting orfoundalion wall.Refer to plans for more detail. 13.AS wood In contact with concrete must be pressure framed. ROOM NAME MASTER BEWOOM 14.AD metal fasteners,connectors and supports in contact with pressure treated wood shall have a zinc rich AND NUMBER coating;G-185 for hot dipped galvanized products or min.class 40 for electrogalvanized products. 15.Anchor bolts to be placed around the exterior of the building at no more than 6-0"O.C.for two story WALLFLOOR OR structures and no more than 4'-0'O.C.for structures more than two stories.Anchor bolts ,s are to be located no less than 12 inches away tram each comer and no less than 12 inches from the end of each ROOF TYPE »-- Meeting House plate section.Anchor bolts to be ASTM 307 h inch diameter and 18 inches long with 2 inch hook Provide not Mss than 2 bolts for each individual sill piece.All exterior name walls are to be set on sill sealer. 16.Typical headers at all 6"walls will be(2)2 x 10's with 2 X inch blocking spaced at 24"o.c.,unless INTI=R I OR j^y� C o0trlwise noted. Commons '1oI ,��on V 17.Typcwl headers at all 4-walls will be(2)2 x tD's with 36 inch plywood blocking spaced a124"o.c.,unless 4 AI 2 -t3.EVATIQIJ I<VJ�" Wlnerwise noted. ELEVATION ELEVATION 18.Use joist hangers at all flush beams and headers.(Consul Manufacturer of hangers on the application of 3 - hanger and load that hanger should be designed for.) 19.install double joists under all parallel partitions above,unless otherwise noted. 20.install double joists at each side of all openings;including stairwells,skylights,chimneys,etc. 21.All roof rafters and trusses shall have tie downs. 22 Due to varialitims in the natural thickness of stone,the actual thickness of the stone veneer may vary from project to pmject.A minimum of 6 inches should be provided at the eave for receiving stone veneer, however.Contractor must verilyactual thickness with mason.Make any necessary adjustments to the North Andover eave detail to allow for actual veneer thickness.Due to the variations mentioned a minimum bearing ledge of 6 inches at the footing is recommended. 23.Al water fines located within exterior walls are to be insulated. ' 24.Al mechanical closets are to be insulated with full thickness batt insulation.This includes interior,as well as,exterior wails.Mechanical closets door shall be weatherstnipped. 25.AN wood exposed to exterior must be either pressure treated,painted,sealed or redwood,cedar. ' mahogany,orleak wood that has some protective coating to water and U.V,light. 26.AS exterior trim that is interrupted or protrudes from the building face such as:wood window ups,trim found around entry door,wood water table detail and etc.,must have continuous metal flashing at top.All exterior windows and exterior doors must have proper metal up flashing at trim. 27.Ah exposed finished surfaces,including insulation materials,facings,vapor barriers and breather papers shah have a flame spread of not more than 200 and a smoke density of not more than 450. General Notes & 28.Ah foamed plastic shall the protected by'A inch gypsum wallboard, 1., 1 29.Provide baffle vents at sloped roof rafter bays in order to maintain free air flow at insulation. Syrn(._7015 30.instal crawl crawl space vents along outside perimeter of space whether indicated on drawings or not. j N The mimmum total area of ventilating openings shall be not less than one square fool for each 150 sq.R - of crawl space area,with one ventilating opening within 36 inches of each comer.When the ground 40.Provide fire slopping between each story,including between the basement and the first story and 'r1 surtace is treated with an appropriate vapor barrier,the total ventilation area may be reduced to 1/1,500 between the top story and attic.Provide draft stopping in all concealed spaces of walls,at cove and O p� �1 l^ of the-rrwwl space area.Ventilating openings shall be as evenly spaced as possible around the crawl soffded ceilings,dropped ceilings,at tops and bottoms of stair stringers and all penetrations of ducts, • �G1t�y5)A j n space to insureproper ventilation. Standard ventilation opening is 8"x 16"(.88 sq.R)All openings shall pipes,conduits,chimneys,etc. f O besupplied with/inch wire mesh screen and operable damper for adjustment of air flow. 41.Provide tempered safety glazing in the following locations: O 31.Basements and cellars not used as habitable,occupiable space shall be provided with a minimum of four All swing and sliding doors,including fixed panels,sidelights and storm doom. sliding type,or awning type windows for every 1500 sq.ft.of floor area,or muliples thereof,and shall be Enclosures surrounding tubs,showers,steam rooms,hot tubs and pools.This includes all fixed located,as near as practical,to provide crass ventilation.-Alternately.mechanical ventilation may be panels,doors and windows. provided. All glass which is within a 24 inch radius of either vertical edge of a door in the closed position. 32 Provide mechanical or natural verdsufficient ilalion for each separate attic area. For naturally ventilated spaces the 42 Provide smoke defectors in sucient quantities and locations to meet requirements o1 the Building Code. ' bU minimum net frventilationL tree area shall be 1/300 oflhe floor area being ventilated when 5MD%of the Provide not less than one smoke detector on each floor,including basements and attics capable 3 -ventilating area is located in the upper portion of the moi and at least 36 inches above eave vends-the of being inhabited. mminder of ventilated area shall be provided by eave or cornice vents. Provide one smoke detector in each bedroom. f 33.Garages shallbe separated from main house by afire rated walls and ceiling;refer to plans. Provide one smoke detector outside each sleeping area in the vicinity of the bedrooms. [ y C`�`" 34.Provide access panels to each individual attic and crawl space.Attic access panels are to be a minimum Provide not less than one smoke detector for every 1,20D S.F.of floor space, x n) - of 22"wide by 30"high to all attic areas and under eaves which are over 3b"dear in height.Provide Provide photo electric smoke detector If located less than 20 feet from either a Kitchen or a > I space access panels not less than 18"by 24'. bathroom with a tub or shower. ft Ah slain within a dwelling unit shall be not less than 36 inches dear in width and shall provide not be less 43.Provide carbon monoxide detectors in sufficient quardi ies and IDWIimS to meet the requirements of the than 6'-6-dear headroom.The maximum riser height is 8 V.inches and the minimum tread depth is 9 Building Code. inches.tiandrails shall be provided on one side of stairs,mounted 36 inches above stair nosing and shall. Provide not less than one carbon monoxide defector on each floor,including basements and n (SCALE: Sca p m uninterrupted the entire length of run;newel posts may interrupt the railing al turns and landings. attics capable of being inhabited. le: Z, 36.Railings al decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor. Provide one carbon monoxide within ten feet of each sleeping area. Railings are to support a concentrated load of 2DO His.acting in any direction. 44.Combination smoke detector and carbon monoxide detectors may be installed so long as they have ISSUED/DRAWN BY m 37.NI interior and exterior railing/guard/baluslrade system shall be designed so that a 4 inch sphere cannot simulated voice and tone alarms the clearly distinguish between the two types of emergencies, penetrate to the other side. Combination smoke detector and carbon monoxide detectors located less than 20 feet from either 38.Each bedroom above the first ficor shall he equipped with an emergency egress window of not less than a Kitchen,or a Bathroom with a tub or shower,shah be a photoelectric alarm. 3.3 sq.fl.The minimum clear opening of the window shall not be less than 20 inches and 24 inches in 45.Each bathroom and toilet room shall be equipped with a mechanical exhaust tan ventetl to the exterior. REVISED/REVISED By O either direction. Fan shall exhaust.,as a minimum,at 50 cfm if operated intermittently or 20 cfm it continuously operated. U 39.Provide draft slopping in floor and miring assemblies where open web joists are used or where the ceiling Exhaust vein termination to allies or other interior portions of the building are not permitted. - h is suspended below floor framing.Draft stopping consisting of either X inch gypsum wallboard or 31`8 46.Refer to the energy code review for'U'S"R'values of various areas and components and efficiency o1 _ inch plywood shall subdivide the concealed space into areas not exceeding 1000 sq.R. the heating system. Any changes tram what is indicated in the energy code review may nullify ocompliance with the energy code and require a new review and calculations to be performed. -� 47.Moisture resistant gypsum wallboard shall be used throughout the bathrooms and similar damp locations except where tile backer board is required.Tile backer board is required at all locations where tile is ' indicated in the room finish schedule. 48.All exterior doors and windows shall be tested and labeled for energy,infiltration and pressure -JOB NO- peifortnance. -` . SKEET NUMBER AO . 1 L _- -J 11 Rater t°drawnps lo,loabons and types nl halt euvennps. D'beWon ecWrers spedliab<'^-.lot P,ep"mon and appb,deda of boa ovennps. t sae, tle and spnanp as Indiesed ant",Mans 72 follow thenal and lotsnons of well eovtnng- - - t. £ngneeretl Witmer.P. peat edam q° dncturers D.Wall tevenng¢'Cmnsldl Owi""spedllc types - -- shalt be Umned to U480.Enpineaetllunmti tmtmn4 to he installed m aoortlmxe wN,them c Matti. aptclicimont londm A R.I.,10-SPECIALTdhc loobons and typES r:of mgtelyhem... D.£amhw antl vtlha organs dations and lteemt still talc a rnez,mum of X"dentedon d NII tlavgn 0 A Reser to drax+n9 tot cpc gblervnde noted °s ndcmed.Unna to be vented fa eztente °� dad or untdneWr.ills,remove debits,aW^W' Iobnps.4Wn 2. All major s'Pt6-ra la"an dOuminof„eploes P23Rn0� 1. Remove aU urbslan 4ahaGbebw Dresaetl grade and t2 trhdhes E SubFlowinq d antlta>-ewed la joist. B,Frelaeadete rer's iaee 'Ino 2 Rertmvc Whack and ledge tot /TSGPNv''ood,C.D interior APA cul ext Bluc,glo -no trranmattiner's r:umord B-ventPNc u^Itcs prSullivan Architects projects eels on gad' tlnot less thanB wA andel Plywood HFH mletl,'= /•I&G 1 d and lit awed to jos. and of blind. shadesth lain lwlcd vl Mntlow and Two Family Re P 5. I salt bre msmn9p aunt fin undo ell sauQua and 2. OSB.APA ra ed seem ung.FxP°Wrc]. gut V doe and S eeificalions for One and dD. F.Rom Fram'n0' alis noted oUhe w se on int Wa^ L.Bk^d e^C dud's Cmudt ownai for to 9Umt an Inell and pan Y SP q, eomPnebm fo be not lase blvn 85&under all pia i?-ws,ASTM D,51 rritp,o t. .. .. and lurtd,er,2 xt0 Fp 16'o.c.-m M mdiatetl vn the Plans.Udleelon Aron doors 1 d open wve dtd chat al all tool,clothe>, Y t 1 tonin parbWler gole°1 lawn and Wan4rhp.mazimum di)'dMgtym of set,pad and upoon9 lshelvm9 Provide cl,ozY Co ad ' Atl note",my n°app Y d by local s,pdamon mmol agcrroG. 2. E 11leertd tumher Frmatle members fianm m he mstnlled m aceondencc cuss mmmatmin," p,Clot t ClosetMstl or emual. Comply,wit,all dust ltguarwws 1°'P°s` 6-9°°^suu°U°n De l,mdetl t°W60.Elrpineaed lumDtr 9 'w"accen pre.lot', tluhca SECT ON i-General Require E.Draiiv.ge wnUU' speaticeums: an htrvinon,m,n these r a.latiY.m E..BaU, Con-It¢ I lab paper elan Ind,,. towel ban antlnng-ip°I' d,ane rat enDupa-1 an is pafam, t. Imgail any,ac,and lin$mrcas iM erpaldn txmU ol,ru.necessary, dicscd on Diens,andira y maram,lOwnatuphadere andfypcso ldlel spa tllaPenscn,9mwa Carla'^'rpd:,shelvr-,int N H LfC"` lalon(sfogivctluvadespcnon pedorarctesPo^slWeldi 2 FmrJr4radeshgl9ol,tawaY "Iavudmes. tlwenNnc'tetxicanda 3. RovllrusseS:ShgIh11I'dteclqed )rndlownrtytlielontlsrmpvsed,nem hold<rr..rolelo°lo, P O 1 S U L L i V A t.l ht Intent al tlnt ykdl dens 4 tne"rmmmum Pedaated pgt-ppt axpenenu,lasses s 1g tothbru'J1 end ap g color and slyly-vl wmplcttjob.intact,ScNonmc Cpn4ad a' a been pro tire x eon,plele and 3. foundaUo dravt%tifiend, IlacMill.rmnmwmslofrt t'L. tprd,ncq invtlily I by...anc,Ard'nctt taMnet:,etc on 9nvll be bnnetlto W80.Pru prowdn9 ail lg,m,msttuls,and le" trpnrmum of 4 mdhcs of Gdiess'A-pave 0 corded).LdnsW aeetedmee vv(1^all apgiaUletor arab e1bus ydtmin rc� antl approve _ d shown tndovnesRetta tl.mamned gle laeabons.evnsWl Ow'nm rt9atdin ddoxnspodn- yrstoaAmWmmlmamD hl line(non-Dt Engneen-9ampetl diewings - 2 Mdm.ures.At Ids we ba tc nlxlttlp BWh an mmisn,n^Ike mamci' The Cantracmr ander Summit t°14 4. Gmm s' able to hot line extenor Aloe:5In`nick a end q P ens n as 2 T ms tmtracl n ite a omWelr poteel t aa9'n9�temPo,ay antl permenem use of spWs11 blmle as sotto G.ftol Sheemin0' cute 1.APA C-D p1uf7Aed, ARCHITECT ) Ino',tools.ix^^^s°qu'pmcn. yh-and as tmplcd 1. PIYx'°ud APHralae rth"g,. Fx.,, 1l mdeaels. ^ecesraryta enmge F.Fxtente P '^9 3000 mumau9httl 2 OSD.APArated shtatlnng,Fxpow1e 7,51F T8G glued and nailed to jotlC-. SECTION tt-EOUIPMEN7 ��DIepIpJVNING .govlde a -i an, ammo a= y, 1,11:'tq,osad exterior wtdc W De an-Mtraa¢d, Ps' >mf S AltpUanees , o,at Pp and Owntt ire more tletail on apPbanc AaTCHITL U all and usurers"' is All mettnnls angl tw Hex'. ngo'porakd Paor mYs sc to De 5 indlem Hoek Mtl,6%6 W1.4zN'r<w.w.t.ova E it 1'mrn H_F1ta,nr SIbddw Braun:`f.'x 6'n°rtund Ezp°wre°I A Y+'or as A E W'P^ by these Centrad Dacu mall dawmps.sptdheaUum.and III atldtnda 2, Cor,erae dwewa SpagUicapoa, Pavement t°om:--1 ]. ReIN to m tri 11 for beeline m ntntpWith�binev.. ] tract Documems mdude the spice acted eadronetl ]. Gnpbdsds'Wesfcm Red eeoi,Plmn level,elan'venal 207 pp HELD.ATE71 TYfliVE,SUITE 215 3,Lon MOH`'w^I' fo br Gee 1,Type -1=`d Mast'fagl,wnY 6 rock wlletl ore On the drax+nOs 14'or ns called Dal on dawm9s 2 Coortlmelt msNllption of emipm° ETTS O 13$O • eztahmmtl,c ageerrrenl a std In acemtlenc�e xiUhthe Maswdutsells Sste$UIIdnB Cotlt.Edmpn WAKFfInD.kAHSSHr�-1U5 t neat 4tcnq p workdeal Dem aceordrvncc wNl ag Carl, otlr: 3. 13 n;nousemaelepmvug 2 Stwket:Whee eeo'anakt BnStrrG o1�p1,Expowreo FURNISHINGS A. Ines,document ;anal LTwdtinq Code.An ypre shall ill2 Wmi�k hit of Binder Counx Matt d aid mned Cowsaol4wW 1Wceorhoele.SuDbex•to it 3. Vinyl Siting Crrunnl tetl.' dtdedbYOt`T1C1wArd,hect SECTION t2- Fax:(•76])24Cr1B83 Uiick mnlmum attdned gine,onr4, 9ravtl 01 son actor and ddin9 type os s A Cgmet'Cpondmele sdeaon al wbmet antlf dme,e mle,in rine witlt Owner. 2qG-]807 pS,Chapter 36 One and 1w,"prmy ondibons sltealbe mtiinfwneedsl boles.Salol auban a Vinyl sdm9 Coondnge locations and tyPeso 7d:(701) and sirmtlerd..Clean, bbc lid i. Welkwaye to be rtemrrum 4 xhdi c nn he-almwb boom I,y1,gxW 1 4 w w.7.ovrn 4 mel,mmmui^ b. Insall,art requve0 frim and srxxsone"to make a wdtrbghi mstellvbon. B,Conledops: ,yty-pyW livarterclttleet-eJ•�m .9blt.Eed,trade 9ia11ltryan and mUdmme that,work fv exPedne q. baso.WgkwaY wdKt to ttcawe include Cud,measuir�Winsure fW able wink anell be removed and G,IyndsaDmg. Ard,ilac, Comdineac lands-Pe elements with pwnei, I.FFJnedoi Tdm t dbim has srooi v 5 the workd,dll proctidss w'eBY as p°" vel Walny.Da+ b landsape pts9nerorlantlsaPt 1. Clear Vinemm dies as ndiealetl on int drowinla'. deo Pairne SECTION fS-MECHANId Ai CondllD^^n, and � p.vll,aernrw..w-f°•P" the construW11P,an ' Al mwengs dhsl le 0° goo ]'. Fnnel devgn Y Tess men U-0".All mill nobs bbe propedY Pnebt A.H t V fl U n d aDedgnRfuiltlUais.Wink shall'moveI fin's'-ping a^ Tf�„y,-,x,q. ^ d bermnhc famllis with all tiactm I'mal ct,antl Gere, Colmadm. 2. Avdid meting mm(n lerh0+ins Mechmaal-Ysems int to be ped (tan notlmhetl to line tdloxnnp'tlGas God- must visit Me lint an and dspost of gl welt'Hom Carry f.buret eppeerence. male buildingwnustin0o -,p,.••ty mrJton mn,. replecttl t ,edlaniol system for int t m the Sdit P1Umbinq an _ a G. Sae Volt The Gontraclor and Suo p addrs eat. H.DewatMng' d devices to gompUY remove J.Heavy Timber Constrttcbon: Fn,no.2 m bshe'. wnx4e e n to De nstalled m aaoronce wtbl me regmremen s i gerani piping na,d rb,a„«rrrpir,tl 1>v am•^'°°�'� tit Com,Tire^°rt°submindSa^Y ithemctor anNor SubcmUxlm. I. Provitle end mwman meansan �.mble work t. Aft worf:s t Dat.ductwork,tnwletion,grills.reei�eis,tmr75 degrees a,pytw P'altiDdad wia,on ecu vvrmn, Ine a(tatio,n antlodr,thefdlovnn9 shell be tht entering bldinall dimsor°marde ]. 7rmber Post and btamto be select avudu aDo9+as 2, Famish and rrsWlsemcts,equlp yia^�trageannual temperaWre wgnm the space mol D'6unrr.ArvNi.tc.s><. 7, Alldmcnvoin smell bbImid rlWn Di,d by tiui�^at•a�t ' and tlneheealia0mm 91x11 vvcnule 2. TtrMermmto be loin dned,sued gra oma metcriek es required to prom Ilion es H. SIIWId dismePandes^d T tele dlell m-n me s'sc l'cab°m' K Fm'J,CmPenly. 1 painted. b Manameal Convector. �2 DgWlivan Artivwtt lrX:' marl of rdandiaU°n pit Y' ltaatriWve. pit debits al aby nature.Slott SECTION 3-CONCRETE ctedprevelbrl.No pine or Fahrenbee.5¢t antl anal hymnsy'1' ss`-SprJwscUs energy wlalanons that assumed''hove metlrswnPs,orMtiWevastrws A.Lonoek: s%ivesvengtllova6itiPlimmum,ornpe t. BaseBoard�Cevn9 G;:W wleoowoodedve. Un AWIPreniumqueaily 3, Note:providedwmh.matedrewin dwillmeat kd° atm'th":Z'a��oImbbaa d th mmb=,b Jwangs. 2. Udtity SheMnB:`%"HB plyw ,o noted willbeused and windows will have a mm.'U tificabans.°Convaetorr lonvedlY sydemt1usM�is g, At ble Mtl of esti wortlo not meale newral paakev.tof PaPt 1. Aft oncrelt is to be 3000 psi 28 day omge 3. 'Custom Woodwork Commud custom woodworlk as indatetl m draw'ngs,thea 9 ebsol,ne minimum snowed by ode given mase spa ','-bit to bus go)em materials s°on tlrcy land mroughpW the work h-d' W o adrMwr:lit glowed. rr aptl daps exposed tome weeahcr t°be 3500 psi. ssndardt. 10.A rtiinlrnum of two(2)Ne eMmpudlm east he P 2• Crxnmele tm garage 9me and al parch 1 n s,belusbatltc and abler vim as Mdtdetl on int drawin(Y and Dar•MassadWsetlS energy odes of nae fates(etltlmon app' be"t bid. &wd I me use o+opt^name dentes is ProNoned.In Une event mat opts^^ 3. Cui'e walls and goo Del ACI 31&83. 4. Stain:Install tneln,ral i 8 A Eadh 1100,is to be a separate Zone:pend nak otlror zming cum,Owna ar Ard"ltd n,e Sutx:onvaMr slhgl rrlhs es requncd by 9oveming ageneses genars, home device rs csennal, ti the devme.The tenimum,below braid,gmtle),Tht undertaken to Mhidl use al an open mratrtnu^ ptppsylq n0 B Cornxele fonma ms$Final, ' amass noted otherwnsc.Top o1 SECTION 7-THERMAL AND MOISTURE PROTECTON Kvrnvk 5. Provide teWnB.beaandn9.fet5 an Pe e the Owna,dtygibap nht a deems nerassnry. t. FwbnBt are to sem undalurbca+wn y°FoounBs arctto Po 20'x D', inns and Walerprool,ng: 7 9lo be asbedoc tree, B.Plu,milnA General: dorrotl an a DedgNOuild basis.Work shall eonsid mfumidenB and ndvinn9 a etldlbonnl Praaubms re, he, Morhdeythry l haamD A Dartmpro tall below 9retle wgt.DeaPP,Dm l" to backfill. m5 are tole Pe I lrnnctl to the 1o11oMnB' Owner mayte°u1 'OO amm eztentlbeyond 5:D0 p^'. ed Cvntratwahallvemyoi Provide(2)PA rtDa mfoobnDs. t Install bnumnvus darnpproolmge PlumbinBsyd°Vols for the Core DuildmgtmsisDn9 v+bol^° do 9,ouldnt btg�n pool to 7. a d"has approvtd e>nend .tooting is io have keyway a4 lebw d tap Chemical Company o1 tqual.Install Prd1eW on nerd over ell tlampprovletl odeces phot complete r,ledn Ys1em rthents of tht SIe1e Plumbfig and Gas Cod s td Ba`- 71.ConswW hevin9Nns franc on wgls and tleds as mdioled,Follow manmecwrefs mdmdions for 1. All work is io De instwkdinaccordence with mares dudlnO gl D%tures,fitUngs.water,wade,len Fntlrm',antes Uhe Owner end autlhortly 2 Step ldobnl7t to be a minim m t veinal on 3 hot¢°1 dalnerx;se.Provide^vl Icw nhah l2) 2 Install watergoofing mem line of products or equal. d install all plurttWbA as noted m,plans, worlonBhows. eon 3. FountlaUmwails are to be t0 males bllU unless Hoe aptdl,c appbobmt W.R.Gmee'Bi1Whe+he' 2. Fur"istt fivesubm ,insW-bon,fior drains,efc_to Provitleaompele antl worbn9 sydem. 8, Sdxdule. 1 me project.Aflow m,on lm GorKw and dbottom o/fountlaDm wens. rte taximum of 7'-0"unbganodfdL B,Buildng fnwlabm: ?'P'"B'v tlleyomalsystembyFumbin9Cmtractor- on ar 7.provitleanumbtr of telt^der days to onwlee ward al bleeotrad Flow dmrt Mll be q, Unrdnlmcedltxmdabon wear shell eappo luck sh-Was.dc. Reser to Enlr9Y Co dare,,ewanddremnllsimloobonsolandR agues ofinsdetl d tlillermt arras 3. Saes,locations an Mll be Mowded In nit ennw it,AIlled upon S. NnlW antlblokfoundaUm wastes required for teem Pod<'.9aia d. 1' krdgid Insulaam,where mdicaled,Rigid inwlabM is to be ezW p yatyrene,Dow C plumbing M°ledals'. Waste Vent) odlcgl gmred by'ewes of int Owner and Al hfta cL 5. EmDetl enWor ball,taterms,Plates,elc.'nlo onmeit es re 2. Install pt^n^e t. Sanitary waste-5dhedule 40 PVC DWV(Drain updated i,e^ Yesre hard. apphanc�es,e 6XG•WL4x W7?welded wire Chemleal•Slyrofoam or equal, standard weight Walk elect tlhol wafer realm)-opPer Type'L"herd drawn copper t,to 0, JSI C.tetmnP barmaalorshahtedeileguipment,door,Mndawt, wrmngpriortoWmoverto L.CoottteSlebsongratle: menAindh�this*w1th 3, Frberglasthermdl(nwlanm. bans,Vapor 2. Gas,Mala °love groundtlomesnctdd,hotan ementofm¢ 1 'CV 1. Tht Comractte enNor Su the swrowtheO_. t. Cmmete gab-onaele Seo art to be Holfess. a 3, Weser PiPinO( and BtG dfilDB 011 onlorm"i""'W O)„AtJ d shall verUY InWrll unlarxd 11orBless bats toil width at dudlpldlmfier wvily. tubing witlt vvrouB^I copptr o °int type,9'1!3 ewe n onfvrtdng to ASTM spa f.B$ sv�ry d�h assure pope'msmnatian and operand,anIone, - Z. matell4,it Polyethylene vapor Darier on condmoned space dt al all fiberglass ,8a respectively. Meeting � �' +1 ' ',{-7'1 Deme'untltt all dial"- t mwlaban with all Land ptMimbprn taped and 016 t8 II be t mi'lll-l'antl tin ryues o p lorrrled neap ne boot 1 ,y ble Owner. gees.wenames,pperevm and 2 Insteal6 rns Palyethylme vapor bamerid be onbnu°us across add o AU soa e,a e�E she Wartentks,08M Manual 3. floor gabs b have 51ee1 trowtletl bnish. fl3 and si bors W sexed. d flat and 9optd ceilm9`'rrot. 4. An sWder used n 1wate D.Gusanees, dhall p,awde the Ovma with an gl equWmmlused m the project mental rewirerrnmt. e 1 Don.as rewired, II bgfle vent t. Tae Subco^U'amons Botha kleraWregwided D.Remto it Sl nP dth-1A5TM A1i15,yttArtv5ion5 wN,sttplWe fnslall Dgh tlen.ryirrsua tle in Uowalinsulmon in -amps andro°Ili:insla 5. Flas,in9-YA she C b-actors base bid _ mg ' memtmdnee,nstruc4onsan t. Rant ra XS and lege basfobe GR•60 Seel in Dom facts. d, Bwdam daaranosWgovi ^sual 1dtn on commons Nary vent,16 G r rare detgl. D.PlumWn9 Frrcs- re lip be n E.O,sl ty Hssuranee: m,trd we supplier,nienulacWras 9rouds,servnoc,lisle orndnorhs i>r GR-00'' 24`O.C.Cad,way for cul tanctete walls having rertdord^9 muiretl. D,Genaw plumbing wo 1. Morhitor waf wad;olspea'do n)'. 2. Pm,6dek3Z$AR epees 4. Aedbn'i nwlabon: wean to red9aalor. ge p eat) . and wo,bna,9np to produce alone mdudn9 each depmsewm«. del a. lnstdllacotsbc inSulaUvn ammtl all UaU,roorrs. sWelon. 7. X" d arba ds os s 2 and WilMmmmnWadsers roma Dch stert¢ordev In=n 9° SECTON4-MASONRY b. Rder to tlrawmDstm ower loabons toreaive awUdlcm on.., anral side-1 house. Woos onPocl web Gmvxt 3. Coup'w,,of dttw e s a Sh Wld manWacture,s rnNu from Ownt'and Ard,iLLcl beloie mocaming. A Cmaek Block 'trios(CMU).76'x 8'z 8'or m oma sats as rcmulred. ductwork end Omer pMetra6ons m rete P d ado 3' Wee,tamed derifialm t whin more t. ndatl standmd holoweencrete masonry quire C.F>esnppin9: and an Mring,onduil,pipsnB. ` G�gh or was onstruW pit qa fm the work,ezcep fetltler type fiaraontg reimorcemem as re d. 7. Install fvestoPW^B aro 4. and amt veli( e cul awn 1 xnh snedlad ssntlartlsa mnirtmm wea^Y rdantlards«mine 2, Provide geavanata, sand ap-tssories as ells and between Hoot levels. Fir P, mmum A. CompY mint ndiale hiBnal rwlevin9 anlll garagew 5. 7-po rdof911to minden outgdefor dry o^se. dmhgemlderances,odes orabe°fieertwire B.Brick Masonao gavide deal kneels,brick Ues. 2, Prowdc eccessories>n regWred;Bio Flreshieltl Prooct«ecus. Y YD and _ cods: 6. 7flDor dams for AlC cmtle^sat° tlT pease worbna^sMP, duce a,ste of spedhed walk)'. 1. Unim es selected try oxine. d mode for 1 T 7. 75 9a1.Water fiegMs)'^'db c p mover app and e lea verily s¢ qualfiedto Pao wart°^ P 4<weep hda ad 24'°-c.Use apedfm p,asphalt Shingle RoofinO: 25D Ib.,Gess"A"shingle 30 Year mnimum wartrtn e. 1'Copper worc,, service(rte ppe d equipment as revgmuired. 5. Peeomhwink by Deam,s Vve amdhoralte devkes desightd and saes id required. ales nl7(i o.c.antlpr'avi Detwaen backend cneathm0 t. InslallcanecWrel esphanshVngles' tank �pVe� 6. Sewell in a peva wm,> aul physio(dsdman m didlpuremMt. 2. Brack Veneer.provide adptdabl ns.Provitle t nal rwmmum mai­ halUcopPa t1aWn8 over all olor es stkcted DY Oxntar. tail by gp em 9.....es m base bis. North Andover 90 /�l 1 wmhatandsvessesandviWalo bel wantlaboveproubtlnPPOedtoosheamnB.Ita115nz.lemmdetlasp tldd shingles. da prowdetesti B es endyermnsas�eq e Gas service to Cad,apPtia^ 2, Insm11 maChinB hN a^ Bt 4'schedule 40 PVC DWV b"anndry sew a requeed by ble dr v'm9sad 3. App1Y 1510.4°ildin9 paper°ve''a° eentvedmallvgleys nn ft.Piping to hutnidiben.steam showers a^d other actessodes. F.Subrtslels Pact n the 0""" opm rags and dbvnom of brick cavfly 3. Install 36- veins and hi vents where iI..and ate'SWeld d all eaves, 72. ors slat glide tam P 1 eandW 1. T tSulaserma-'t Ccarions .5,idk and S1nne VMeer, to be selected by owner. operate,dressed stone m 4. Inda113G it,wide W.R,Grace'VYnar ed beam are usetl ass torthe design a pap,.'dm'yf pe and 1ezWre art p veerseWms o1 rots and walls. tl d gl eaves antl rakes. n to Wr tl 1 2. Tmtle nerves m speahc 1garWleWtreprsl DY other mamd'=-Y.. 7. Brick and zloty as regnretl.AnemaklY Pmvme ecsst 5, Provide 26 B°°Be prefiashetl an. drip a 9e terseebon ande musty dr'vetl.Subs6ara°^s 2 Provide sed lintels over eat opedmAs to be Omer well optmngs:at mot wall in M,em qualey dsled, mer antlArcfihecL Toad beamBbmdr toles a,dhini ashm3 d1E or.eaa wpy.At,ors E Flashing: gage aluminum flashing°ver all doors,Mntlowss by line1 dove-tail type bas,9eckman sweep 15,316 orequal, f dmode'torbelow and B+tt and other toolaoessones. G.TempararY FJacmop'. rhea m tertPvranY power Power""dim 3. 1n laad)ust or Drywood saevUhin Provide weep odes g 24"o.c.lase s ^blm9. 7. Pnvide 20 ss'rvhte s s I penetalorsmem DspPliabos.Providetmelt minimum srspace Detwembrick a and dshelt ryeshin9 over all 2, Zglstep Daanin9 toast cemeeWore of'patsandbackorrrms"my ], Provide portal t Ox,hers need for ontrr,udts serwce. MrkhP and drmiWmon m ffiave 9,°°^ oo sheathm0 Ime.115 oz.Wmnated asp I Cbl Dashing ea all valleye. andU not dlsrvp cDm operabos win,bratW q, apply 15d 1snitlmg paKr overw Do olpu t�tefipshng 3. Irhslgm 5ECTONIB-ELEcTRICALSYSTEMS tlindellmga 2 Provide power pmet ite constru d. o enm�and albotiom d bnW cava)'- mmmedurers .4. Indail]6 Paz oPPer or t6 oz.lead press re trdaktl 7urthber cased. A G"aml. 11 ortssl vl tumishin9 an axes.Provide flexmle pr np��rssrnaY ouro uGtized during crostrtt-b-. p w,Thdgletio Per 5. Provitle oPper m rptmprane a to be ptdortnetl on a pedgNBvdd bass ea, Wod 3. Pemianmicorhvmi D.Gass Dlock anile seledetl by owner,pttfsburBhC,nin9 C°rP°f�° F. Stalags'. both interior and mnedm,and be--11 miler Zercbicy systems are for me enbre buildnH onsisnnq of "ban ed to me iglowinB' Lvdt, l���lO�� Hpat t damn edhedconddrnstor ]. NmA°atl bestrn9 t, Apply sealantsm all)oint,seams and inters -`1 around an lunaan9 fodu and between eonWlaemechanmel sydem gcabk edition of the Nebdmaal E�eMreotttpete H.Tert�orary 1edMmwells, F W tyerclor ch pe localamhormeshsn B pact WtmB sPeceimbO"' t d Ime(6207)A Part sstd(Lt44) materials.ApP1Y segant around eat penetrabtens° 7. All work rs W be nstalled in dccordsnce with t e oPakers.sxilW 5,m t. Fm,twe`u imice:W o°A o'rwyp. n m.garment"t building ean^g sYMe°rs rosy be t5ed E Mortar. _ Quote's antl walls _ 2. Famish and ngan all cut's^9e tDdaeel�b°x ,mrw B rat sve°tt°o C ps wrUt Ower. emYthd 1. ASTM GZ70 7yPt S!na:t Pad cement(C-71h50 t P Vw ground is at amdo heads, ceilinn,etc. w,prbnp electr,tol sydem.5 M1be e c. o0es, e of se°tviceeYom of drone.tit.by elect^ . • crosWcaon. heaOnp P-rPaScs-" dove ground and type a,meW,refs 2 .Promtle segant aotl�9&ho amt.His m°ds.Pde.txtenor join can ta0 2 Primto opaabo of Penmanemt tadlNesfortM o ubricaletl and finers sten plan. metl 2. Use type'S'tno,lar 1(gstall in axmtlanse vwblm 3, One Pad Nm-am to be field painted) unm pevin to fool lathe. �nstliWon. m ¢ etl Y9 is bee bid. 'vat ontractor.Lona fro nstealabm s approved Ire optraUDn,em,pm rs War 1-Ymaw m niters and wore or Coosa G.TNn$rid:. Interstate Briclk Co.or ewe• (Not ire ntse in jdns loin Y doomcll,eppllantes and°mer death mantena^cc antl reg rc-0- - I. UMs selected by owner,'Mknb°s by q, One-part PdywMde:Horizontal pmtsmeomtre al eirol'6ht euDlect to mtesWgr wbjed l"d with 'hate locatro'ts of aftha..TattP es. provide and ply lm-limine s, spedflabons. 5. cm.:awt Mad-reg chant Slbanc.C"am'1c Dle, jO1 a test 9. s and P em 9 9 Pars. as recomme^dttl by man'dadurer. t d tsmgl 11-1"'want Fm items m ntmor lime o1 e%lmor wwls bo small to en o 4. two, or e Provitl ^ tee rmum lemptraWre 5. Pr9n^ene sinters finish. B'.MatenWalte kersmG. ) 3. Montan appropriate trio' pelade svalani tenor sealant m,jdnfs to receive P h use mal 1 ire ens t,rid disperse SECTON S METALS 7. pmytw Ertxnvon/tetez foinl sealant General purpoe in 1 n0•upper E W sbn9ho d m°ram m asset mamP° ml Steel. or Sto.Sydem to onset of hose wrap, 2 Gran area D I. TI VenryVmdabon. leled revisions Oven tm wddmonaA roP ' 1. Veolale etdsee sees a requke of wsL team;vapors or gases. A.5trul:W 1 beertn small mad ASTM A-36, Inwlalm and Fmirh SYszem(EIFS): r er t. 5trnct'aa G.FJnedor m by Perez m ecus sydems film Dr)n'n 3, Swdches-"Levhon m equal I g bons. �� hurridny Intl to Prevent`arvatmWala^s 2 Sbuduml Wp°wtu" abet meet ASTM All.ldest revlgms d IevWng nstnll miikrwm 1'non- ], Install'PB EIFS Syde nwlebm boatl,remlordnP mesh antl tamamNous finish oats, q Forl'rts-Teter to 5dtedule on Plans. prtwll Archiltct v /s J. 7emvorsry SannaY Fadlnies. d etosures. Inds tin an colutm endhor bolts is erlow for°dryArnt^l antl dr,hmt wingers. mtchdnirsllY tdstmed dmne9a tYP' yahoo antl aPPhob°n. 'p on'and d11a•minimum 2 Pgr widng lc hard) "e PrraryS and maintain requhedfadtniaan 3. Provide dwmledor base d sttada ereoan.And'm a..'-��D^ss. Fellow manulacWrer%spedfxatlons tin Pnep 5. CA"dn`g ryal�� d enmY'to onswcLm area,b snow shrinkgromrm wM standard mer. Ail fader vael5 antl omen eccessoaes rewired. antl Amhhect b, Cade 7,V.-coaxial able(minimum K Bemers. tltogeve^t uimuU,°^ze estr°mdamage .4. pU OWmmtobte,postP ,=W be made men rerxrve esnop ma 3, Ph 2 SapplY�ings,s des selected by Ow+xr 7 SmudtYyyslem-oe.II. erfm pre-wien9 -,air.(it incurred) j 1. provide barren as,e4ere es art0 ad)aomproDera and Cate ms, 3, Finish,olor and profits as indicaletl m the msvmlls an P-I for Owners usedshe antltnmlealextsbigfadka 5. An stetlfabihtdDo^s.inducting 4eamsai,d ppmedwiN a pctirnapaive tsebnB 8. Audo and video"y"tdms-eonwltownerlmq N--t from commudl°n opemlos. field welds span he ground smophthw.18 9a°it mem(. traded ��! jpaSV}1j1/9 ledelan seWors and where 6. A11jdd hangasto be standard Connectors Tell Zink tared C-185hanBers al eat gn'swre SECTION AND ImNDOWS Allowene s: u art L Pmte�witle speealpmleW'orh hvhu*e sl>edfi dm�tmrrsW o^W P,°°�embe, n 7, I/se SimPsa^Z17'AX n°e mSlnttWralA.Dors: I to pans tm saes antl lY-e 19Yewalenm and report baetlmovmgl lutl8et,me allowable test tin items lidded bdw+.lrnM nddinmal ibanmDe vulrhemWe WmDa 7. Exlerim Dad.,Pre-HungmeMea°r 1r value as noted m Massadmse alarm^c. O works o1 stype or in poli ltd or rooted sudacet.Wherh ireihc m sdtivny s arpDsinm to rssemde,as closely as PassW° 2, All aneor doors-hold be a minimum A n m O Consult Owner m deterrent. I � � Metals: Wed f>y hems a rewired. . ' I tra8w or iymrege m waleryroo per mro°fin0 m°tmal S.A,.h teenaal shat be tommu tr-t 2 Ptrnubn teotn+n'enhdaaO^sfor p,deWotrom wdaq - ]. pmsmaeel medltabricdians ovidetl,dsignsdecllon shear he made by p,Y^er to submUtetl wah the building pemiL for saes and typts Lien ��.• -L i_T tKrx•3a7.Wbfa dicsed n Ines'pans.K no detail tleyitn s q el.Install with Plover opt, 7. Irtt9aUo ryste . r designs in anWorspe Afltmos 3. Imtrivr Doors:Pre-Hung sold wood or mesal framerasnme11Relcr toWans 2 Sod. j manWadn^a. tq"sulmtimt vdUt radtsr^mn and Ard,hect 4. Gsagc pggrs; Refmw Pla^s for sizes,Ov°mcad DooArchitect.Note:Cr C°rtWanY°r tw demeentrap.. 3. ProDibitvgf iebar=°rtes'. d ovals Ie.s mpg manner with 48hi fits,m'e n'hibinv°P^mtr' S. Herdwnrc:SeMdion of doraC rd .heNwery bll locks sticromple<ia,of onsttudiont ander anvW 3. Tins and y,Dplios,bottlers,etcJ ,y 'r F 1 N M.Mankma^ae and removea d uklnes,iedNCes°"rmUl pttmaneml servicer arc dvdlabk. 2 All workshM bt done in a Pao pond smonh sad tdsed win'a r style antl vU My of hordware..Confmdor to rt-keY a q, Hardscspe(w Be1V1CtyfmcrosbuWon d meds(abrianonwdds true be sF 5. Pools,seas and tvuntwns. , 1. Mamtemtemporay alone graft filmes,egmPr^e^L taali0ec and tndwid a gior owner vdlh three eels of keys. 0.Entry Door f••.•, '-r 2 Rtm°"e 1mW°ray SECTON 6-WOOD AND PLASTICS $.Windows: labon and report wbntibee C.Dor Hardware: yupsta,bal gpmtplebm liege'-1a^. Relcrio pans forests ane types.All window Brassy t°ben-ulged Blass with l°w"osnn0. j /y T 10T- .a, gausedby nstanetron m use m lt^WaoY work A Wmmd fiandnB gmmal. F g2 m Dtner,kiln Brite 1B% D.Cab at Herdwac: /' 1J 3. Gem and repel'dansga Won Lo apetdfied,xndibm. bmtlmA'Fb-of nolless man 850 Psi 2 Aft windows and doors with glass should rcllect the Massachusetts energy ala E.Wa)I tvvednBs: 'ytT VTs,'`'•':•�, 7. Andinhahamolt'sink,Bl°mb°rsnanxaDta-praxa,SlmKe�i^ai a ane a 1. (� A. Reddre peRpagmtlacilntes rued durin9cansw maximum moidmc ommi W'Ib'r shall heveafiDm stressor hwiU,th<bulldmg ptnnii SOH)E: g O.Allowancespe-- 1 0,000 po. Pe ealarri pSL(partial strand G St u me SY I l: CA 1. Rda d allowabw sWedule ea Mtl of nmre spl'cm°abo^s,- madi+Ws d daWtity'E'd rad less man vTD mamulaW led by Trus'`Joist C.M ors: sped Pleae glass rtnmwa.Field meswre and install with both mechanical1051MeR and mesnc. ° G.Counts Tops: ntmotlde new work 2. All anBineeretl Wmber span o dM§I�TJJ=:mailMt Fbm`.�IY`f°m wM manulacWrtfs 1 ."p.t -isetl energy ola+aUon.Cmnvstfar is to H:Flooring: WN 6Y N P.Cubln9 and Patheh0. 1rcd in ardor to eco to obtain a sesrdess and Tnmbtsba^tl'ar' ducts yr(ab'itsbons shgl D'n atsand°"tt al mdsbc aline is not metdd wan a r 1 SUL7J 1 DELA�-.�- . Cul exrsanPornmtWo craw d.Mead'new work Wmtl del aiM new winkndallalond englneaed Wmber 7>m ritr fm All charl°1 Wass enddo,spta8cwb masts rd 2. Palchezisbn8eornsbuctanaregWrc notilYArWhemole,rydhabecsbldmayhaveotxurtedinrelatront°theardtileWtmlmawinBa. spedlanorhs. N appasra,hct. fa4ab form NemMt and ongdm9 o^�nicOO°' 3, All jdd Mtl tens sues and spanB shwl tr,eel or exceed the rddanden"el"oildinq code teguireme c t• 3. Pmidc temporary supports,and pro trtand. y Won a dhec ad. load w y m0 caPadry. a^mele m masonry shall be Pressure dalctl SECTD-NV rtg B Um ed S d's Gypwm(USG)or ewe(. 4. SelvePm'zitbn9 w,stiu 4. All wood n ontact Mil (decks)tine pessme treetee unless apxfically m A.Gyp 'X'fire rated wallboe,d ea G¢mBe tdnn9 and-Itsble fin R�{S�� -- -[2 O.Coordlnebbn. abducting tM not limned k,mahrrrihcea and elecnal work an o rostricted, ttl fieminB to remain maintained of lmdail solitl 7. X'G.W.B.at all(nlerior wrleces.use Type -� m Loortlmwe the Work i 11 Uon o1 rnedtem,al and Nesta mems and 5. All expos I Indicated or^ moisUrte resistam type wellboatl in all bdthtoms.Use etmml backer lord as said" tletl. A head5lid AnUdPdc etas vmtte tht meta a^gal°for oordlnann9tredc.uwmos, othc,Mae' antl s4lPoaekS as'embed,whether sT,edfmea y n enpwers end bghtubs.Mud E(apt all joints and finish rmoDth(rad itxWt¢) srtbcontraMrs. exlmdn9 d°°m'tMortgh anuC11"C'andudin0 nterditral Too, fe11h(Warlord),t/8"minimum thickness. cangeded or de8ali The Connector Shan o resp° mine pwrhers eonwnanTs 6. Pttwidt WocanO.bra°bP 2. ARemear;Veneer Baster Duel gypwm retion and npplieabons of Paints end slams.Colors at O rneU,ods and echetlWes. omhetl M the Owrner Worddng andtrnning r^'dG1 an Deems and posts r d,caul ne _�-- ,-r spans. brednB op spay-o1 dimensims Wmbtt ova 10'-0'b n sPdm, r pdmt°smdmB.i"a"ail sudaces ce pmPe,lY prepared, sa e. H 2. Cvmmfngeth'work tddcsa,dwithwmkbwoplid df nos 7. Provide trleW throe t°beseleWed DY Ow^e. t and Conbactdrs. and loordinde regal' 8. 050(°denied strand o:k'or'Wgm Bosd'):meal m exceed CARD NER 1D8 to APA read grarathin0• enE P ddlantl athla wndinms t o,dble to Painting. 3. Tne Cantraclur shall°blain all nec"wY permits OSS m gradin,X rad, mm,Blued and atil-d able. mor. h it Dc cum rdetl ame m9 d root,nom or weal fiamng.a eppk Toro,m equal.Instandlm t' FJrt a wood(dam):2 wet dam:OfY^tPi 2 wamlaatmi-(doss�4ic leaex.ICI gam I ewpl. O 8--Alrshernhnq s e d haage,>:P^st Dalt mchrrrs,eft.shall bt�Stmpsob; _ W.Wo_d(P t):1 top's,nyfm Pnmc. Il al I ICI paint°ramal sECTON 2-SITE WORK 10 Fsram germnettms;)oi "a":ICI tar equea -JOB-NO:- A.Sills Rn "pit and blaring Maradcrisna. bell De per manmeWtrare lipecar o^s c. Metal 1 og iitd'mhlbt'kve Pdm'r,2 0 22 cda¢Tat acrylicPain F 1, PMarm add fader°delmdnc type lessthan 3000 Ps-I. d. Me my 7 cog ttuybc bonding Pnme. .ma boa%premised polymer finish. 2, Cadman Owns antl Aremnt fl sell peannP°°BBL"T rs 0.Well Fraaan9: 1G o.c.,unless amerwise noted m Wan. e. EIFS(FJd m InaleUon Fudsh Sydem):Man a^damBBry sydMs 7. Exterior Walls:2%B dud5�1,1-ps.,ntmets othrewsenmedo Plan 2. Utlend" UMBER U O.Pellote wok'supD+Y ht�^bprw,ada�plkaDlm.Lmag.Slate and Faders remne1^ems' 2. Interim weals:2 x A eIdds� SHEEN 1. In9ea1 syde pp frppmved Utilities Plan. 01e Mnh lige plan.CorsuU etl,edmior gale;X'thick. °. Gypsum Wenoartl:twat Idex primer,2 toms 8,leo t wndi 9 scaler 2sods wwor Dosed 2. Install':astrayliystem in Iaanm sown for oldbve manage,and eoordn C.WWI"I'll nB: APA f'P1°BA b, Woodwork(stein):t coat afnin;Minwax or aqua; t, Walls:APA third Weathinp.6kP°sure l;rz-TdG plutdandnadetl. Ilia fioldad&np Dp)�pagtane coater, cuss scroll G 3. Contractor td revrcw(dere]It..placcm°^L P nfilfrdam harder.Irek m equal,Pd°ito ktda 9 e mer or while recover under ,2 loss . Ovmer and Artltne0. 2 OSB:APA pled 9teatlhtn8.Fspa Vyootlwo,k faint):1 coal dl based pm .C.Srte CkarinO: m rite and remove ear vepelabm tom areas wtlten the Duildin9 3. All well ahca8tm9 sero pt wveretl w airelc.) enertrel;ICs pwni m emaL lr d d atpmei. mderiea lidding.Wlca,rasory ve triter,2 oafs eggshell try AO . 2 1. :omat try bees all debeaedm tamed, inn a fill meaeael pampa,line. D.Flppr Fidler' b. Metal:t oea amyelic Pd m Door coverings. 'y outline.Remove all debar and any a%cats eotstb1tn�elle Tre epwri and t6 o.c.,unless noted vthetMse°^Wens. C.Flom overngs:ConsuD Owner 1m speafic types °a a mdaigMll be allowed.Dispae d mtnerie 1. Dimensional lutrlbec.2x 1D s�1 2. lndall hay bales and d8lencesim erosion central ns nevlsssrY,doing L 3. No dispose.1 mdd erab ooM alt. . W i � -� I I I I 7 46-0' Y 4'-0'A10. 17-6 12'-O' I 7-0' 37'-0' 12'-0' FOOTING NOTES 1 (, 5-6 S'-)O' 8'1 I. AI4IWOOD IN CONTACT W1 CONZ,MJST BE P.T. 7-II' IO'-G' 5'-3' T----- 2 PROVIDE 7-10-C0142PETE POUQ.(SEE SECTIONS) 1, 5'-3- 5'-:F I PRECAST I 1 BLiKFEAD£S7EP5. 2 PRECAST CONCH 3. TOP OF MAIN FIXJ�DATION WALL A.SSlYv1_D 70 BE 100'-0 FAS tl i.D00R. I A 1 WIT.o D IM.DOOR, 7 A. FOOTING G.EvATIONS REPRESENT A MIN.ALLOWABLE G.C.TO DETERMINE I I !� I G.C.TO DETERMINE DEPTH ALL FOOTINGS MJSi EE PLACED ON LNOISTLRBFJ7 2 LOCATION IIi�FIELD. 2 F 1 I Lor ION IN FIELD. I SOIL OR COMPACTED FILL BUT IN N O CASE LESS THAN B 0 i I TFE FROST LINE DEPTH(4'-O'MIN)(CONTRACTOR TO VERIFY SOIL CCt IVITIONS LNDC-R ALL FOOTMGS,) ' ----------I- - ------- :_n L�� \� i STEPS Tom -------- --- I-------- 1. v • --_ I _ --- ------- - OCATATIaO SIN FIELLD) O 1 S U L L I V A N ------ ----- ------- ---- - 1 I (------- I\-- "1 I 'n i GAS -7,O.r-C(.bD. 1 ---- ----------1 , FIQEPL.CE R DECK ARCHITECTS, INC. 1 wa.l.EL I7-0'x 17-0' ARCHITECTURE DESIGN.PLANN114G I a I 1 O ; ; I 201 EDGEWATER DRIVE•SUITE 215 - - - b• I 1 I M. I •I - WAKEFIELD.MASSACHUSETTS 01860 I I I 1 e I I5'-0• 15'-4' .01 F0010. Q v I v B Q M I SLOPE 1 SLOPE I - I I ^' Tel:!/81)246.1667 Fax-(781)246-1683 I I ; ; 1 '-0' I I t IVIL NT. '^ wvvw.osueivanarchl(eets.com I r__-I O,'efi I I I I I L- ------------- I I I n` es.�nv Am u.ePlKAum.,wA�emPMea I — -I B ___________ I I , .Ai. w.wr lw.ma m uw:aemxea locauon L__J LINE OF 'l I I ( 1 O '7� h pMP.n.bpa,mnea�.n,nu R,e.Kmrn I 35'D1 HW.LALLY BF1+AA 1- j1 __ ______ a I I WITH TOP ABOVE i I fig• _ --- I pnrrr.,Mm al oSal+an wanece..K _J I AND BOTTOM PLATE /f , r 16'-O' 151-)0' 17-79 G 2006 O'Sullivan A,014 cls Inc. ON 30 X30'X 17 CONC&EETE FOOTING LL 4'CONCH SLAB TYP. DETAIL) (3000 PSI MIN LIN F _OVER 6'MIN.COMP.'ANpgiS@•T 2817 N GRAVEL I O v v , OI BASEMENT SASH RH - �l1 a IAREAWAY AS RE I 8-0 -8 -4' ) I Q I I INING N 1 (TYP1(G.C.TO N _ D4 I I I I DRB2MINE LOCA ONS I I a I 1 1, LIN=CF I m 2 I - .M.BATT-1 ABovE I ; 2 W.LC. I I II t�.Jan( At I I I 1 1 - --o - -------'�-- - --"�----- -- -----0------- --- j 5'-6• 2' � --CL t Z-O' O i I T-2' 7-4' 6'-T G-T S'-7 6'_T �$\yf p, I I O 4-0• I o Meeting House 4 b � B o KITC Commons 00 I i II, m LAUIJD. ` 2 I N Ob EAM i , 41. SIO \ �. m OVE 6 4-6 LAV 4--0- Portsmouth Ah . r b ENID I I 1 I - O Q m M PA.NrLL ---------------T--�-----i I 2 r---1 r---1 1' ; 2 8 W I b T.O.&.AS ; T$ L 6.q L J 6 , _ ��' 2X6 WALL vi r in North Andover 1 11�-5- 1 1 1 0�NO 7-A' 2X6 WALL 1 1 I I I TTI-E CEILING OF TFE ----- ,�, I , 10'CONCRETE FD. , O GARAGE£T)-IE WALLS Ri i I WALL W/20•X10' I I 1 I O BETWEEN THE GARAGE E (V 1 I 4'CO(x SLAB CONT'CONCRc fE I I 1 DWELLING REdJIRES A N I I (3000 P 1 MIN W/ PIG.(TYPICAL) 1 in I SINGLE LAYER OF 5/8'T'PE - I { I x GYP.BD..PROTECT .� FLEX QM. FEO6 SH REINP. I , - I STT$BEAMS WITH 5/B- FO)'C-�Q 1 OVER 6' IN COMP. I - �} { I GRAVEL 7 O I I T.O.FOND. 1 I TYPE'X GYP.BD. OO 1 o I 7 Floor Plans o b I o I , loo'-0' 1 , b 2 CAR —I ---- CD - I f m f ; 1 m GAQAGE 2X6 WALL Ic"WA""E F2T-O'x 21•_4•z , 00'•1'I---------- --- I ; 1 i i a �QefT1 f1�'LL Alt T.O.S. I I T.O.FIXTD. I 1 I I .-6' 6'-4' 7-' 3'-10• 1 `'1 ,. =3 , 1 13 94.7 DROP WALL 17 I 1 100-4' BELOW T.O.SLAB 1 I 100'-10' I I I I O L T.GARAGE I ; f I (q I 1 1 1 Q 1 >. A , L______ ___ ____ _ ------ , 4'CONO.$LAB I 1 0 I I 1 I COVERED PORCH m y� ------ -- - - --------- 1 , I y-e'CONrr.FOUND. I Dc I I O 1 O - ------ ---- - ---------- I I WALL W/4'BRICK 1 L-_�•_ __-___ _J I SHELF.SEE DETAI I—� A 7 F�TVA). F- e) I e'___-/----------- --- I O O O ! I: .4-�. 7 c O b A ; '. -6M.O. IT '-6MO. ' ' '7-0 I ' 2 r-0 27 14 FOUNDATION PLAN -Io sc LE "S6ale: AS!VOTED 46•-0' 1S8 ED I DRAWN BY Scale:114' 1'-0' 8/8'!716 C FIRST FLOOR PLAN U 2211SED I REVISED BY )07 A - 4/4/07 -6NB1 NOTE QEOURtD. 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