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HomeMy WebLinkAboutBuilding Permit #002 - 38 BRIGHTWOOD AVENUE 7/1/2008 11 BUILDING PERMIT N,-to 1 O���LE O 16 q,Y� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION * ,� e �A Permit NO: ® Date Received 7 pOAATLO �SSAc►+us�� Date Issued: / IMPORTANT: Ap.„`cant Mitst complete all ixems on this page ,41E IONMpd l P§I - - RTY ©WNE ' ` `' Lie, s� . Pn MAP NQ: PA �El ZG?N1I�l; ST' 'I'M HI$15—1 5T.RICT TYPE OF IMPROVEMENT PROPOSED USE 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 ,y I Sip e 11lltell `Cl F oQe lainx Wetlands V1tat rshed p sCr� , Waer/mow 4r . .. ,. Coves SCRIPTION O WORK TO BE PREFORMED: �� E enti r1cation Please Type or Print Clearly) OWNER: Name: Jule C&VALC Phone: Address: t ��41 ✓ s v w .QNTf -CT. OR Nar Address. - �. - ro z irse P ©aupAw k p. ; Hoge Jipr©vemerit L� ense %1=xp Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. 1— FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $1119 SF Yr FEE: $ Zg7?t I4ofbyp4 Lai 0 077- T�r A�- Check No.: 2 8Q1 Receipt No.: NOTE: Persons contracting with unregistered on,tractors do not have access to the guaranty and Signature of Age In /Owner Signature, ofconi tractor. Location No. -2 Date NORTH TOWN OF NORTH ANDOVER of�..■o :�,y0 F D • /O C . i ; . Certificate of Occupancy $ }�'�s'•^°'E<�+ Building/Frame Permit Fee $� -;77�— s�►cMus Foundation Permit Fee $ — /00 Other Permit Fee $ TOTAL Check #.-al 2 -, 292 / Building Inspector Plans Submitted k Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE RECTED DATE APPROVED PLANNING & DEVELOPMENT F1 ❑ COMMENTS E REJE DATE APPROVED CONSERVATION ❑ COMMENTS EJECTED DATE APPROVED HEALTH ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes I Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street I FIRE DEPART,IVI 17 p-Temp IJumpster dims>td„fives' n� Located at 124 Maim,Street , Fire Department signatureldatJ. m' .1h ys d f M,�/llUlddp,(./7.ClaeTT^ E Gjjie �a„vr,,oncuCu. Board of Building Regulations and Standards Construction Supervisor License License; CS 55417 - Tr•# 20721 Expiration: 415/2010 Restriction: 00 THOMAS D 7AHORUIKO �_ 115 CARTERFIELD RD Commissioner N ANDOVER,MA 01845 I i The Commonwealth of Massachusetts ' I Department of Industrial Accidents ��•JIL Office of Investigations iWI 600 Washington Street Boston, MA 02111 t -� w ww.mass.gov/dta Workers' Compensation Insurance Affidavit: Builders/Contractors/E4 lectricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: � ,-4 City/State/Zip: -2& 7� Qf Phone #: 7 Z4i f Are you an employer?Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2 I am a sole proprietor or partner- listed on the attached sheet. 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. 0 Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13 ❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers•compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. /am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance covera rification. :inature: hereby certify under th ains and pe alties �f perjury that the information provided bove is true and correct. S Date: U� Phone#: - —7­K3s Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename:Untitled TITLE: The Hampton 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:03/24/06 DATE OF PLANS:09/01/05 PROJECT INFORMATION: Meetinghouse Commons North Andover,MA COMPANY INFORMATION: Meetinghouse Commons LLC North Andover,MA COMPLIANCE:Passes Maximum UA=296 Your Home=271 8.4%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 998 0.0 30.0 31 Wall 1:Wood Frame, 16"o.c. 1467 0.0 13.0 118 Window 1:Vinyl Frame,Double Pane with Low-E 198 0.340 67 Door 1:Solid 35 0.340 12 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 998 0.0 19.0 43 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 appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.3 Release lb DATE:03/24/06 TITLE: The Hampton at Meetinghouse Commons Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 continuous insulation Comments: Windows: [ ] 1. Window l:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.340 Comments: Floors: [ ] 1. Floor]:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 continuous insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the 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 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] 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. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] 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 using mastic 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. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] 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: [ ] Insulate circulating hot water pipes to the levels in Table 1. 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. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: 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 1"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) M � - ft Aw . , .; Dimension Number of Stories: Z Total square feet of floor area, based on Exterior dimensions. /7n Total land area, sq. ft.: -349 . 2- ( )A X10 B Per,wt 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 21 A—F and G min.$100-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date .............................. Doc.Building Permit Revised 2007 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 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 i 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 I Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 i Revised 2.2007 r s M TING HOUSE COMMONS NORTH AND OVER, MA ARCCHITECHITEC O V A N TS, INC. ARGHfrEGTURE.DESIGN-PLANNING 1 Hill fl r "mow _ 00 HAMPTON MODEL CD 0 N V ARCHITECT DEVELOPER O'SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC 0 Nl 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD n, M WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 Voice (781) 246-1667 Voice (978) 687-2635 Q Fax (781) 246-1683 Fax (978) 680-2310 s j o 876 E o `779 01: 0 x� REVISED CONSTRUCTION DRAWINGS 4/4/07 x CONSTRUCTION DRAWINGS 8/8/06 L O'Sullivan Architects, Inc. General.Notes for Single Family Residential Construction in S Massachusetts YMBOL LEGEND All notes may rot apply to this particular project. zru20os 1. Framing standards and requirements vary from locale to locate.Some jurisdictions may have more ' - S"ent framing connections,it is not the intent of these drawings to show engineered connections . _ meeting all requirements for all areas of the country,It is the responsibility of the owner and contractor to review and revise,U necessary,any framing connections illustrated in these drawings,in order to meet DETAIL N-rem ` k,-lstanciards andrequiremem5. BUILDING OR 0 2 Should local codes and/or ordinances differ from these plans,a determination shall be made by the general contractor and/or local building official as to which is the most sthngenL The most stringnt WALL SECTION A-000 O ' S U LL I V A N - _ requirement shall rule.Should a change M these plans be necessary or desired which will atter the y..�7 . design or structural integrity ofthe slrudure(s)a Lcened Structural Engineer and a LcensedAitNs,� 3. must verity all changes. ect ARCHITECTS, I V C, ' AN retaining wags and basement wafts shall have adequate temporary bracing in place prior to backfill ting placed against waits.Temporary bracing shall not be removed until wall is properly braced. OETAd 1`4IMBER ARCHITECTURE-DESIGN v PLANNNG 4. All flans on grade shall have a vapor banter underneath. DETAIL 0 201 DGE NATER pRhrE SUITE 215 . - 5. All foundation walls shall be tlamp proofed. 6. Contractor is to nt coact DIGSAFE not less than 72 hours prior to any excavating in order to insure that - W��•MASSACHUSETTS 01880 underground utility fines are located and are not damage or disturbed, '�'-000 7, S4�T N.MBl37 Tat:(787)218�1d87 Fmk(731)248-10tp LEW trenches must be back filled at house ground water from entering the house. perimeter line with a plug to prevent exterior drainage and/or vurvvvv. utlivanert doacty-cont 8. Install Perforated foundation drain(4 inch round minimum)around entire perimeter footing. Extend drain Fre to a point away from structure for positive drainage.Actual location of drain line and points of ELEVATION RO°a LE� drainage must be determined on the job she with review a �.��ANrr E . .9. Install underground roof drains e/d (4 Ucensed Civil Engineer. MARKER v e-.1009' P- Of - 9 ownspoul drain Imes(4 inch mond minimem).Extend drain rine to a �gEyAn�D4Ttld w.can, . Poet away from the structure for positive drainage. Roof drainage Ones shall not be connected to o...rode„a os�a,,.hrw�s,k . foundation drainage. Archrtacp bc. .. 10.Contractor to provide finished grade that does not create an excess ofwater drainage to adjacent m 2008 O'Shl6ven WINDOW TYPE O abutters and that all landscaping is propedy located within the owners property.Contractor to follow Civil' . Engineers pmPosed topography and coordinate all proposed changes in grade with Ctwt Engineer and Architect 11.Framing plans are schematic in mature and should not be scaled.Install all blocking,bracing,stiffbacks,etc,as required by DOOR NUMBER O .12 Ali beams and headers are/required proper postding Code and in accordance unnder each end good p is shall and d directly . - m footing or foundation wall.Refer to plans for more detaft.. Posts snail extend directly down - 13.Ag wood in contact with concrete mustpressure treated. o 'ROOM NAME MAS-fER B®Roots 14.AU metal fasteners.cenrnectors and supports in contact with pressure treated wood shall have a zinc duh . _ mating;G-185 for hot dipped galvanized Products or min.dans 40 for electrogalvanized products. - AND NUMBER . 15.Anchor bolls to be placed around the exdenor of the building at no more than 6'-0^O.C.for two story structures re located structur bolts are to be no less than 12 incliand no more thanes away fromr each comer antl noan 2 less than, inchestwo stories. ofrom the end of each . WALL, FLOOR OR Plate section. bolts bolts to in ASTM 307 ie inch diameter and 18 inches tang with 2 Inch hook Provide ROOF .TYPE lI House not less than 2 6otts for each mdivitlual sill piece.All exterior frame walls are to be set on sill sealer. I\IIQetl n/'� �O' r�^ . 16.Typical headers at all 6"walls will be(2)2 x 10's with 2%inch blocking spaced at 24'o.a,unless ( VV e y u C otherwise doted INTERIOR rLr er�z 17.otherai headers at an 4'wags call be rA 2 x I tis with X Bch Plywood blocking spaced al 24'o.c.,unless Userwfeawea ELEVATION 4 AI z `�wATICN Commons 16.Use Joist hangers a an flush seams and headers.(Cansug Manufacturer of hangers on the application of hanger and load that hanger should be designed"for.) � ttnst3t 19.Install double joists under all parallel partitions above,unless otherwise noted. - 3 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 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 . _ ease detail to allow for actual veneer thickness Due to the variations mentioned a minimum bearing. North ,..{.� . AD w of6 inns IO at d withihe n footing rs recoally am d. , YO' Lf 1 Andover 23.AU water Ones located within eMerior walls are to he ins_^.atetl. � �� ' 24.All mechanical closets are to be insulated with full thickness ball insulation.This includes interior,as well as,exterior wags. Mechanical closets tloors shall be wealherstripped. 25.Al wood exposed to exterior must be ether pressure treated,painted,sealed or redwood,cedar, - - mahogany,or teak wood that has some protective coating to water and U.V,IighL . 26.Ag exterior trim that is interrupted or protrudes from the building face suds as:woad window caps,trim found wound entry door,wood water table detail and etc.,must have continuous metal flashing at top.All exterior windows and exterior tloors must have proper metal cap flashing at trim,27.AD . shall havea finished barriers and namespread of not more tthan 200 antl materials, density of nnotr more Nan 450 other papers W General NO}. .. 28.Aft foamed plastic shall be protected by h inch gypsum wallboard. GNotes 29.Provide baffle ventow s at sloped roof rafter bays in order to maintain free air flat insulation, & - 30.Install crawl space vents along outside perimeter of crawl space whether indicated on drawings or not. Q The minimum total area of ventilating openings shall be not less than one square foot for each 150 sq.ft. Sym bOIS Of crawl space area,with one ventilating opening within 36 inches of each comer.When the ground surface is treated with an appropriate vapor barrier,the total ventilation area my be reduced to 1/1,500 40.Provide fire stopping betwen each story,including between the basement and the first story and 0 .. of the crawl space area.Ventilating openings shad be as evenly spaced as possible around fhe crawl satween the top story antl attic.Provide doff stopping in all concealed spaces of walls,at cove and soifitetl ceilings,dropped ceilings,at tops and bottoms of stair stringers and all penetrations of ducts, Ln O .. space pl insure proper ventilation.Standard ventilation opening fo B"dj 1st ant sq.ift.r)All openings shall Pipes,conduits,chimne s eta owing �CU o� fV be supPlietl with%inch wire mesh screen and operable damper for adjustment of air flow. Y L r7 -� 31.Basements and cellars Trot used as habitable,occupiable41.Provide tempered safety glazing in the fol/ locations: sliding type,or awning space shall , Provxdad with a minimum of four All swing and sliding doors,including fixed L, type windows for every 1500 sq.R of floor area,or multiples thereof,and shall be 9 panels,sidelights hot u and storm doors, located,as near as practical,to Provide cross ventilation.Alternately.mechanical ventilation may be Enclosures surrounding tubs,showers,steam rooms,sot tubs and pools.This incudes an fixretl 'V Y � panels,doors and windows. j < 00 provhtled. All glass which is within a 24 inch radius of ether vertical edge of a door in the closed position. 3 - 32 Provide mechanical or natural ventilation for each separate attic area.For naturally ventilated spaces the 42.Provide smoke detectors in sufficient quantities and locations to meet requkemerns of the Building Catle. 'O minimum net free ventilation area shall be 1/300 of the floor area being ventilated when 50-80%of the . ventilating area is located in the upper portion of the roof and at least 36 inches above eave vents-the Provide not less than one smoke detector on each floor,including basements and attics capable r Cq . remainder of ventilated area shall be provided of being inhabited. r - D by eave or cornice vents. 1- '�"• _ 33.Garages shag be separated from main house by a fire rated walls and ceiling;refer to plans, j-- Provitle one smoke detector in each bedroom. ETON, `L N D Provide one smoke detector outside each sleeping area in the vicinity of the bedrooms. H. C � .. � � � � 34.Provide access panels to eaU individual attic and crawl space.Attic access panels are to be a minimum of 22'wide by 30"high to all attic areas and under eaves which are over Tor dear in height.Provide Provide not less than one smoke detector for every 1,20D S.F.of floor space. b naw/space access parhels not less than 18'by 24'. Provide photo electric smoke detector t located less than 20 feet from efther a Kitchen or a - - 35.AD stairs within a dwelling unit shall be not less than 36 inches dear in width and shall provide not be less bathroom with a tub or shower, than 6'-E'Gear headroom.The maximum riser height is 8 iG inches and the minimum tread depth is 9 43.Provide carbon monoxide detectors in sufficient quantities and locations to meet the requirements of the q�r(7 p� }�S Z inches.Handrails shall be provmetl on one side of stairs,mounted 36 inches above stair nosing and shall Butting Code. .. run uninterrupted the entire length of run;newel posts may interrupt the railing at turns and landings. attisProvide not less than One carbon monoxide detector on each hoot,including basements and - - 36.Railings at decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor, attics capable of being inhabited.oxidwithin ' Ratings are to support a concentrated lead of 200 lbs.ailing in any direction. Provide one carbon monoxide wttdn ten feet of each sleeping area. CALF Scale: 0 37.Ag interior and exterior railing/guard/baluslmde system shall be designed so that a 4 inch sphere cannot 44.Combination smoke detector and carbon monoxide detectors may be installed so los as they have Penetrate to the other sitle. simulated voice and tone alarms the dearly distinguish between the two types of emergencies. ISSUED/pggy,/N By 38.Each bedroom above the first Boor shall be equipped with an emergency egress window of not less than Combination smoke detector and carbon monoxide detectors located kiss than 20 feet from either 0 3.3 sq.d The minimum car opening of the window shall not be less than 20 inches and 24 inches in a KUchen,or a Bathroom cath a tub or shower,shall be a photoelectric alarm, U - either direction. 45.Each Dalhroom and toilet room shall be equipped with a mechanical exhaust fan veined tome exterior. REVISED REVISED BY 39.Provide tlraft stopping in floor and ceiling assemblies where open webjoists are used or where the ceiling Fan shall exhaust,as a minimum,at 50 cfm t operated intermittently or 20 cfm it continuously operated. a Suspnded below floor framing.Draft stopping consisting of either%inch gypsum wallboard or 3/8 g Exhaust vent terminator re attics or other interior"vlues ovportions various the building are nm permitted. 0 inch Plywood shag subdivide the concealed space into areas not exceeding 1000 sq.ft. 46.Refer to the energy code review for'U'S'R'values of various areas and components and efficiency of the heating system.Any changes from what is indicated in the energy code review may nullify ' - 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 an similar damp locations a1 except where the backer board Is required.Tile backer board is required at all locations where file is m indicated in the room finish schedule. O - _ 48.Ag exterior doors and windows shall be tested and labeled for energy,infiltration and pressure O - performance.. JOB NO: SHEET NUMBER A0 . 1 O'Sullivan Alcfiitects, Inc 6'22ROW D.Eapmork . Specific-crons for One and Two Family Residential Projects ? Ree mvsm omkwlea ledge °de6ns•wmpsandpthmmganmmattm. ,. EngDeereewmber.Prpvdemembersprs¢e. AD wt cifiy wt grply to kris substandard or anadade wile:maw - . paaeYar MOIaC Labs on grace. g inches h`bw fim"em grade and 12 trhcfha wall be fi grade and 5Packry az indicted enthe Plans.Deflection . SECTION 1_General Iterulrerrrmb 3. Install free below los mM fmmdamns mtl 1peuficatio stl to 0480.Fsgineerea lumber herring m be totalled in amadalce with pomulxyrats eler m drawings for locations and type A General inti ganaarfin under all strucpxrs. 11.R 4. Cmpacbm m be wt kat man 95%will buildings.shu bma antl E Sub-FI orirl 2. r beams wy have amaximum d%'tleDectlon d fid aevgh loafing . 1 a m The imwd of this spm6®gon k h give the traeesPwson enough 1°wn and planitlg,maimum Paving;and not las man 90%untlw D mde4 Jae.In eadl Sedfi n the Contrxror anNm Su �'be01° 0n ro Pwfaln 5. Comply with all dot regulations ide15 in amordance wdh ASTM D1557 mehpe D. 1. Plywood APA meed.'/.'T8G Wy e°v 9s.Consult Owner b es• 12 Follow mm Consult ys p Rom coverings, erin � sPeeificafiona rw Preparation end aPPIIn=aDon of now coverin U4'n r apedfie types and lo®tiotta Otwnll cweringi pmMdtl w bcaeaea are sge mamt °p°s`d by local air PrYmfian mmed agendas, 2 OSB:APA Plywood.C-D interim APA cal ori glut gored cadscewed m jos@ -SPECIALTIES SECTION 1D SP CIAL •' enfin'mn n labor.mdwkk,and egspnxmt to Perform the hItl mod'vl a ore-Pp'rsidmhaor EDI. lnst�a F.R2-Framing: rated sheathin..E-P--1.31 T&G pored and screwed to joists. A Refer b showing for specific I"mrs,and lye . marmm. ay bola ane a8[tint°-for erosion mntrd,as n "2 Trks caltrad ls for a rornPlete Mpjed.The ConDacfm amVor Subcentrainrs alrsll 3. .pe°w arae chap slope away from OR wuctwe, ecessay'dud^.conebructipn 1. Dimensionallumber;2x10 16'o.c.,unless notetl otherwise on me 8.Prefabrmaled Neplaca:Provide ger or wood bumf specialty ndcNea Units m be veined b exteda . Prpvide N natenials,labor,twk, aundation trains d hemh 2. Engineered unMw:Provide members of size,geed end Plans. erg menWacaurees slwrdartl B-vent pipe odea othary me noted utifda antl' PrxrNls,egiipmmt alegmg.mmporay and PermaMin Iridrturrh d 12 tWha of Gas'A•4 each TeU°1U°r perforaled PnPe wrapped with filter fedic and a Pacing a indicated on he Narrs.oenemm shy nhrmralhce necessary m so ma me benewconstruction°s snow^and%s' '4 Gugers and Oravd baNdN:rwhimum-kPa 1%, be^meed b U480.Fspinaered lumber teeming IP be irMdlee in epramenca with nunuhcw C.Blinds and shades;Consult omw Ica mraDws and types .. by mese Caaad Docut l s An arterials shy be naw. Implied dpmspohnk-nein to a 4 mon minimum D Wet Nted to, 3.caontract Dammank induce the ageemmnt uw a splash biota¢as aroweWe ro fight One. fight fine(norryxrfansmd).Carrsutt ArWmct to verfy 3. Roof Tmise:Shall be fabricated by a truss men g rers O.G rs Of binds end-hada m be ed-fled at windows and ePdon m he agreement di0 •spedficatioa and y endenda ix-Ppramtl prim to F.Excite paving: expenance.Tn roses shag be designed u"'I m^ company having a minimum of three years _ 4.These Cpwrrarhk have berm 2 AD M rReriw wrxaete m he airKrrbyr,ed.3000 py. goon to carry the loads imposed.a iodate°m mese plan.,an°in . above laundry egtipmme OSI c°aid rein ora steal waMnp at atl coat domes,linin and pan Mroeretl tr amnr ode, n W the hassecnretts State&doing Code.Edam En`gfina-ss stamped a raswin a or entire and p s Wither,r review pn shy be Joined M U480.Provide E Berm azeas �d can Chapter 3B One and Two Fortify co Dwelling Code-be wodmaq be kr fions, a with g shoe• divwmys d rolad inches click with 6 x 6 W7.4xW1.4 w.w.L over 6 inch nbbrum crushed Ped tlmwanam for erhwe tins system la review and approval by.avow and Arealept toothbrush of�°ceo0°s ere on equal try deet:and intlude s ssu m"sage.wailing is oaf shorn be mekrminm al tl tirtros govern cntla mm pond and warp G.Roof Sheathing and tYpa of berm amararia ercmdng towel bars and rim meama m coca^Irtbfie salsty Sanity orersrrDas shay .3. Bibnrmhots manarte PavilA to be Class 1.T 1. PMvood APAg. holders.robe hwla.toiled 9s,wap deka, S.The mak-nen Proceed a of 214•thickyn of B'vtdtt Type 1-1 of Masi fhghway$ rorhe thing.E p sure 1.S 1.APA C-0 Pugge4 exterior roe;SIB'thiec PaOer coraco reds.waves,me On s qukddy az mmDle.Eta bade shall I Coase and 1%'thick T Pecificafiong Pavement ro rbr,s-t 2. OSd:APA raktl shearhhs0.Expowre t,5/e-TSG pluetl xre n 1etl mjois5. . rem aced. on eyM and mordnrte thek work b mitt nirimm eP Course of oib»rrinpus mrcrete-Subbase m be 6. H.Exterior Sitlap; eabvre cam died Morias AI materials shy be gine quality.Defecsve mak-kali be removed and expedm 4. Walkways ro be men�1pd'mrrm�intlroi m0�°d and tuned °h 1. Gapiding: ;Western Red Cedar, 2 Beth antl showtt entlosure9;Refer b drawings for tomfians'rorhsuh mdosures.A4 conk with 6 x 8 W1.4xW1.4 w.w,(.cam 4 kIN minimum Plain bevN,tlewvemml endawa are b be letup V¢I�The n base.Walkway surlare m recent'nay' broom ®Iletl put err the drawirr BTakt;%'Y S.noninaL Exposure m C%'or a. wed glazs, a regarding comm and style d O I S U L L I V A N see mmldms picric myu0mo°d°m must vont me site mtl become famWer with an existlng m G.Lmtlsra,ping p fmr)sn, gravel w sora 2. Shakes: v 7. All Amy bid ProPo.ak. ng. cedes shakes.tleer vertical groin.F_xppame - __ dmlerrsors thanbefitld verified I. Final design by alhdseape designeralen 3. Vinyl Siring Certal.,=•Mainor-r mgruel, cf4'orescalledculondrawings. _ SECTION 11 EQUIPMENT 8. Should d¢aopasid be ion ve by the Contractor andlor Subcontada, ArdilecL and General Corwaepc dsewe Arddact Coordinate Ica more decal apPbances mtl W ria A EgdPrrhttht S O :=the draw A symHagaR me mode,me inn bI'tls°Pe Nements with Owner, i Ymyl ydng odor me siring alp°m cheated by Ownw w Artlriled, 2 Ceoprdrtr°ere instap���m taxa, daafimhph Priorly Tbe ode shall Ovantle the °�0 hall be the H-O1-Pro g D. Insty y regrrked mm ane ameaoria to make a wrterti9ht n5alatioti °°""e ` ill ARCHITECTS,, i N C. . the cawing-.men w neva a^1Ost restrictive. s➢mfi000a,ad he apecificatina wy minae 1. Prpyde an morns and I.Exterior Trim SECTION 12-FURNISHINGS fl1RE.DESIGN.pL,gT4N 9. Al the mtl d aacr d°rultal mak def.dem the work era a rWbiw era eamng the aovadons err anon Paris of the retrieve and dispose d y water form every spume 1. Gear One him sizes as indicated on the drawings. . rrateriale so thN they dp int^ream mrrsh- d brls of any..k_Store 2 Avoid c�db^B hon in lengths las thin 6'-0'.An nen hoia to be . A Couin�PCvonin _ . .10.A mosersm of two(2)fire extin na°°N Pockets ed Paper or t the WomDvsade ow-4s, SECTION 3-CONCgETE appeararme. Napery pWtietl so Pakdnd trim has smooth B.Count Coordinate koatiorrsceand cline m different counter materials with Own _ 201 WA1�1rLD . ""d.the use a 9uwers wa4 be placed throughput he mod errs In A Concrete: - J.Heavy Timber Consbuction: peen nand device ls Mahibited In the event mat pPwatrons Bre 1. Timber SAECTION 15;ME EWATEpt DRIVE_ denakm ro wnkeh cue pt m open flora devlce k armtia,he Submntracmrshy t. AO concrete k ro be 3000 Psi 26 Post mtl beam m De sNect shuchrrel Douglas -MECHANICAL SYSTEMS er SUITE 216 MASSACFkU5ETT5 OTBBD eoamt web the Ownw,aeseribk, ddtiva are Clawed C°°�`mv`strenptlh,pver6 krcr mirimarm,compacted gravel fill No 2. Timber dm to be Win dried,sheet g Fir,no.2 or beim. _s. enfilatin d A"C dti Tet(781)2gfi-1687 Pax(7g1)241168Si may r A me arwmstarres nersR•"gng thc device.The z CarcrNe in K Finish Caryentry. Grade cedar. Mechanlol system-err°to be pertommd m o Des 11.Con 1Gfiwucb'pr,e a addtio°d lmmrnticrs a hehee deems 9ara0e slabs and rt Pawa antl steps gn/Build basis,Work shy consist of punishing and ohrtanin W'QsulliVlam�ty woulerY be ^enessa7. 3. Cure aqs antl rlabg pwAC131&83 `P``wed tv the weathm to be 350p py, 1. Bose Board 8 Casng.Gew while pine m c°mPl`t`^redra^Iol sYslem fame m6re huildng consisCng of but not fimimd m me fpgpwing' g a tk9Cts.00m Friday.udar the Owner ad,a Ip 7:00 it a atm°beyond 5:00 PIR Mantlaythm. B.Conaem Famtlafimx d Foo' 2 alba Shelvkh:'. Poplar,Painted 1. An mak is m be insauee in amtmdarhte with the r & Sdhedde;working hO19S. a'Me'dY b"'mAlmkdctron nes-PPrwed extended 1. F Imgi A r AB Ptr-.d solid wooded install services. 1.Provide a Wangs a°m y ,mdvmnrDe and b F fiat level 4S" e.Tbe 3' Cu51pm Woodwork Cpnstuct custprr,woodrork®Drdratetl m ttawirq,s.meelm AWI other materials ampmed m e mtl Ga Codec _ 9e. 2 Fegaremmk li the State a foil tlwaa mrrnber molmaw days b p°8^B ls m naavie `ed hearin acity. W ang+'_we m be 2n(r xa10Ili rmxum,bom finish ) 4. sm^darei g M`mta^quaMY p�mwds ton •° wk irlwladan.grins.nimin rs.rehigmmnt Piping and Toa at m.lep.tlm Y.aowd,e� w.P.Pw.d sed o Stirs freta^sfalrs,ratings. No emhell Size antl final layout of systems b-y IAececial kaj Cp�n'Dad�wide°me cpara of 75 degrees R.,a.Q rsp,� �'�rws.d brahol� win be Provided to the Ois wner and Arceitect the Prote'R A flow mat for�bum8m 2 k`ywnn''Provide(2)d4 rebar in foowgs therwise.Top m lints.balushada and athtt him m indicated m the drwwmgs � 3. Nom:Provided web these demi^ ^`^trod.in vwwle open awed a he Slap foamhlp:m be a mtrtmnm 1 vertical m 3 horizontal. SECTION 7- gs ere k/ass y Mechm me iodern equied by r cenhact Flew cthart ora be 3. Folndafim walk ere m be 10' THERMAL AND MOLSTURE PROTECTION noted:wan li used and macaws gx have a siitemal varve as nrtletl D mat the fse�mwmee a kwaatran a Pa.rn..tom N Mme k. �"� . C.TesdnguPda1et1 PG1md�as r request of the Owntt antl Ardxlea and at bettorrh alomtlafion walls d"k odea name Otherwise.Provitle not less Thal(2)rib rebw m top 0.O +Proofing; abwlute minimum allowed . ampMwfing and Wrte mtlpass Masxhuwtts mxrotle elven thesespaifiewwrs.Cormachrhverity system usee�6 M th 2006-OStdWan Arcyh_c,frx. 1. Contractor mdw Sudantrxmr my ted y eglvp,nsn.doors,wintlpws.h 4. lhrrddaced farmdafim wally wy apport-rt:,r of T-0•unbalanced t. Insty btormkhous tlampPreafing at all below grade waLL,gam 4. Ecce nom is h be a 9Y cesa of the Idest edddon e.Cotyle t oris project PrpPtt irslallatim and opemlipn and shall adwwe,aPNimces,elm m 5. Notch and block Ipundatim walls a m tired Ion ham Podtek,bock shell 2. Cknsall wale pmPary of cruel.lochia prptecgvn boartl avw all danppmoted wrlames free.Karnak separate Zone:Cowdnam omariWng web Owntt err ArMilect rm ss.a. redly me same m the Owner in carton 8. Enbetl raMhor Balm fasteners. q es,side, rWo%y?membrane on wens writ deck as indicated.Fonow mandacbaCs irk 6js for S' Provide testing,balancing,fee and Pemsk az required by governing g prim to um over ro C.Concrete Slabs on B.Plumbing General: A agenda in base bid D.Guaraaea.Wamnbes,06M Mawal. gede; Plans,els.into concrete as required. spedfic a,rPlimDar-.W.R Grxn•B" _ 1. The S fishy ahw'oNflaherthe Ownm with and 1. Ile slab-concrete slabs inches thick with 6X6- B.Bun Relerewipl Ern. dumane-fine m MaiurJs m equeL complete rrredranfgl h be pedwmad m a Desg^/Bald basis Wok shy cpmsm m yr ummnonee' dl Guarantee.warantra, erafim are m be nal Ins-thin 1' W1A x Wt.b welbed wire orgy Code review and system fa the entire brin6n9 eonsstin f n°^'wm9 ad insta0ag a E Quality Assurance: 61`rative prowaaa with all erariPment toed kr the projemL 2 Indy 6 inti Palyethylene valla barna 2 Ira}an perinheter d dr-mg.fa laced oro of and R value of it subai.rt dinermt 1. M work¢to be instilled In A a but trot lin:md m the to4owkhg I. andwoMonitor quality cpaol avw supgiws,marayp ypay pm&zb, ntsma 3. Flea saD-m gave alai oavNetl naso, an slabs. CnemkN'Styrnloem n� wnwe'vrdicatrd Rigid krvdai ism he nxbutlw PaYsdif a e.pew 2 FumaA and imsmn y plumbDra g p w`r`�mer^e^ts N me Smte Pkrnlhkrg m°Gas Cada. rto^ll wit barrilact work d spedfied qualey. 5° 'see mm6fiong D.Rehhlorcng Sleet: 3. R e?-thermal insulation. 3 Ppmgl trarah�ono,noon drat,etG,ro Prwide� %�dp d w 9 . 2 Comply in fun with manufacbrers irrstrurbars item t. Reintoren9 steel m meet ABTM A�15,latest nevi- h. Insmn 4 rtrilRd 6bergl°ss bels hA witllh of Wdfjoislhaner m 3. Should manulxrorons trstrucfiprrs mnDid with �'g°�a`P 1°60w`^ce. be GR�O:a5 adlarger bas to be GR.60 O°s spPMemenal requirements. a3 and n4 bars h Ppyethyl-"'vapor bonier on cmddanetl ane ut um "` _ .waste ve mtl 9. C.Plumbing MNerials °r warm by fl Ging C m'avcEalpmmlicg. Co^trxt Oaummkor deviate from good :2 Provide a32-BAR space ride of all fib t. Sadbrrywsse-schedule 40 PVC OWV(Dmm Waste V . 4. Corrriy wah specified Nantlartls Ir�mli,mpn �A°r and Arch ted belae proceeding spaces 24:O.C.each way for a concrete welts having retia harder to be continuous aprons wnaen of brsulalan with an penevaaore taped and 2: Gas Piping-standard weight byck-teal . . ;=Wt=oda a chimp, the work+,accept ohm awe SECTION 4-MASONRY - °IdnB steel th both faces sealed. 1pmm and 5. Perform sPeofied re¢orerhherlk ihdale hilAher stardmk or orae A Canine Block c. Insall high denary krarketion,az reputed.d flat and coped eegbgshpols '3 IIater Piping web wrou ave ground domestic m14 hat antl ha water ream)-mpPw type L'hard one�e 1. =1 standard hollow d Mazaehain deararhces fo Prpvkbe Proper inflow al insulation in ceilings and roofs:' standards 816.22,Blm 6 g and 016,Ba Isoldej °•9713 sweat fi1Cng co^fomwr m A6TM spec.and dra 31�� E Seco°Proe.eI a plane wXh°do;rr��^"�11 specified Quality - - 2 Praade cinch°maspny until-(CMU).16•x 8'x a-m a pier sea as .A eadke, erste^Dalge vwKy 4. All solder used in apece ely. g withstand strase'ens vbmtim wXnaai1Cneage device deg®rod mtl sized tD B.Brick galsa°¢ed'mtldtttype horimraal reinoreemed az required mWtsd. Acnratic inwatim: dorrhestie wrtm system wy be laadira an a lacca^acoustic ewtafion around an bathroom FM I= Stam Pumbing F.Sub milt. PhYsrd ddrortion adsfigurenhenL 1. rhike`aleded by owner.Mason b b. Refwh drawing-ter°cherloca5ahsmreceivesmuwc firsuidi 5. Flashing-P4 an dew Ion smiley vin dwallrodonn with requirements dthe 1. The Submrrtraaors shy regoirea, provide meet fiaNs,brick tie.relieving angle and arxes.oda as G F�pPPin.: - D.Plumbing Fab--narsrtlt Ownert ls.16 G.A Gahanized for noes w prdmmrd^colli Provide sample m he Oram az requkae by he d ming.and z Britlt Veneer, t. Insall Imam E General Mu 1 spevfiwbaa. Provide ndlustabm fie al 16 o.G antl PPing aromtl BII wiring.mndrq P4mB.du twmk mtl Omer penebetiws of plumbing mem to De n,duded In cpno-ammrs haw bid me 2 Tremae name m opecfle marndaWrers blow and above W-de weep nolo ere 2C o.e.lke sPedfiea martwror 9amga walls antl between floor levels rams Pafitiars, 2 Connecti g r e Clgeraro .. �� boob: Meeting o specified hemtl am used az e basis imine design 3. Brame epplibtions Prwibe 1 inon nxamum ar-0a le between back and weahmg. 2. Provide ameaories az re wwathen(s)and orb e _ ma quekry tleskea Substrroeas of Prvtluek by other maMacturers Appy 75 b.WilQng Paper aver wow weathing.Install 5 m,lardnrted D. R Shin Roofing. or Bio FneshiNtl produmk or equal. 3. Rough for washm(s)with wall box �°drsPosal(s). Com Wyk 0 k..v approved bythe,Owner andAmhtecl maybe made opmmgs a dmbdmmofbdckewlly. asPhaX/cyppernashmg over an Aid �e g COMMons 111 V` G.Tertporay Bectritily .- C.Brick and Sime Veneer. - t. lamp antlhilechrral asphak Shingles.250 ib.,Cbss-A'sheh 4 C+az and vein to outset for dryer(.)• .. 1. Provide portade caner s re or mooed ro 1. Brick and stone odor,fidsh,type mtl mxDrre are tri be sit edmr a sekeled by Ownw. shingle 30 year midmum Warranty.Typr.yyle and 5. Frost Mrot sill cod¢:mtvnnun,ane on each side a house. . wall not disrupt Owners neemdWfonrCe rrsrrsh�w pO1Pa service'Powe rxrmnmp6m 2 I Wit basing bm�lt Ght.-do-newelns a sthawn. Allern°t selected tlpe Precast manefe.aeaea stone w 3 'ns�lail ndg 'e vents aha hip vem6 wmlryerese t,drama 6. 75 nom crater Ica A/C exndenate . 2 Provide llama crick fav9. 15 genal.Water heater(-)with nue and TP valva(verify,size w/ownw) bora Pmvibe flexure pPeratims with brands mining ami d�ibefioD 3. India adjrsade dwe-til '4. Indall 36 tmh wide 1.R-Grace•V PPer water service(mddmum size) . Power malt as rebuked secured ro sura Or Plywood lies'Hedrmrri 315Q76 or equal,d 1S'o.c.each way.Anmas ro be intersecfioa o(nvols mtl walls. KOf Ica and Water SNNtl'et a0 cava,cmteredon all valleys mtl a y 9' Gas service m each apPBarme and Piece of K'TimPreary Heatt mnvgnrenc�e ret�ades may be utilized dudlg crostrutSm 11, P dem weahmg Pnpwtle weep hula at 24-o.c Use 5. Protide 26 _ MaPmed az inquired- HAndover 4. Apply 15C bit dingwp p p°oe over�dwopd shewhpxeetween Iaidc mywadmtg blewand E Flashing 9aAePrefinihad aluminum trip edge at NI ewe and takes. 11.P'p B hhumedrfiers,steam shavws and ohm agtic k.whionev aPPOnSFuMsh tertpnrbrrlaktam spaafied mnddons ion openings and al betlpmo}hridr mg install 5 aL aminatetl asphab/eoPPtt nasfnn 1. Provitle20 12Providelectin.feeanco^strumm opamtigheatingystemsmaybereedduring D.Glass block oavM.Do nal Puhtbae flawklg A avw an gage aluminum flashing avw a0 Boas,windows or other wall oPenfngs;rt roof wy mlerseetions, g d pertlik a required by gaveMn9 egexks kh ba.e Didc°nwumDo^' skNight,andamen^oa fl=1naPita bopa"mat (=astar . ri oMoed bearing mi5 selcmd by pwrmr,Pekb 2Installstep flayingrtNIntersectipa of mob mtl brick a masonrysalla"ois pp""cter opeatron, 1G1npowhewing purpose,veiny mat PedfiraUaR urgh coming Core.or equal,ksalatim Per mm rfachmers 3. Insfy nrhlal nashuret ll Provide mtl aruPment¢ubricetedmtl^hersa2kplace, EMorar 4. . pper or 16 oz,taecoatedce P� PaY hroperaeaht.mainimara:e and repuW replrsrsw,t N figws mtl worth w m illood 1. ASTM 6270 T/ye 6l miC 1 pm cement C-150_. 5. Provide copper w membrane at an-.led c trewed number "'In �°cL 3. Makhakh 2 f Use type S macer above gone ad I ) %Patlrydmtedgine(C-207)4 Perls stud(6144) F.Sealants . I. To appison. minimum tenperapae az remrrwmded by mmufadww G.The Brick lyPe'M`maim bemit.... t. Appy sealam to ag'in mporary Vmtiatim. materiae,APPty w an wound all wescres tl btersect'orrs,boon interior mtl extent,an ^Mar SECTION 16-EIECTMCAL SYSTEMS 1. Ventilate erldosee areas co repulsed in mdw b asskl aakl .1..Unils sNMedlry ownw,'Mirrium•by hltersmm o�htMv Co. d bmvem dam' J. Temporary Serndary F iheaa°can"Iulabms d tlust menet.vaporgs w�ga s.m dspwse sPecrn METALS m equal.costa^in eoyreance with mmhdacDmrfs canters and walls. Penetra6nns pf exleda walls,around a4 Plurrlbing nxpma and between A call.1 : �1 2 .Provide seam[eceeswries wch az Docker rods. kectrleal rystems are to be perloromd m a DesigNBuih bass Work wall censlst m hrmkdn ,!y 1. Provide and maint'n SECTION 5-METALS 3. One pm Nonacid mdng ylimne:Jdrrts in cor6eq m,ft.' complete meehmical system for me awe buntllnq eonslsang of but not nmimd m me fdlowing9 and insalOng a (y K,Baden repulsed tadtitia and endosacs A Strucur d Steel: - INot for use in jaink m be fieltl P?inmd). /pshk a<window ked-.wtfik,eeBinHs,rte. - 1. All work ls to be krstalkd in aanmarxe web the 1. Prm4de borders az required to 1. SblrcNal beams snag meet ASTM A- 4- Dne'thart Polysulflae:HORmaI 2 Furnish mtl instep all wiring. -m iobk edition pf the National Electric Code. ti Pravem unautlron¢ed 36,latest reviaoa 5. One-part MNtlew raisani Silicone InCemmicmtile,aUmnworRmal)Dints kh paving arbjatt to hon traffic. - working ekWical system.9 Pinel boxes.crave breakers.swrttlha,r . . 'ter Owners use of site mtl Ixotect raw-hog f litie andha xomwudian areas,m sum 2 Strwroml Pipe miwnrrs wall meet ASTM A53,latest revisonrs 6. Pigmented small loktt sealant Fm pink subject to maisturG i+kin iN 3. Provide donde ark ler y cdumm mala bolt m yaw is aa' ephme dna cable evlaon ce,Iavoid m P""Pse"" eleemcal cpntraW1"h shorn .rn pPerahi ` dl ProPelfia tram tlamage gonadic sealant lank on interior Side of eximor waft mo small to be makes with dcDor Pre ming bpm aw tto ounek pmlp am . O L Pill,1. Pfim dspecial mak shank goutundwbazeplaremer ercm'an.Anemrbehsim Ars111°°I mtllevef g-lean nrirhimum l'norF 7 Acrylic Ertalaannetex joint sealard General lads . 1. Provide special promotion venae 4. All mlunm ill beton Hats are embedment I G E'umm insulabm ad Finish S Purpose intana-calm`forldms b receive .3. Coordinate I..it-m swimha, ore _ S peeifi cations mod a of a spevfied m mdwdral spedflmtim-ectiris 5. An cteN f m°°eceeaz°�b`^ with w'ndad maMine bpi6 °° Y#am(EIFS): Painters finish. 4. Prov da IestinB,fea mtl permis ebrlmti 1. Install•PB EIFS S tam•b Parex or equal a eptiatle,tlporben,apPfiancet antl othw devices witlr'Owner. kn e a e Ppsition ro be vanemble ro mn5thnction paces-da and whore fieie wtltlg shall be edudny��5 dna tahhrmrs,wen receive a shoo applied rest inhibitive mecthanidl fastened OrYvit m Sm.S 9 agencies in base bid -O 2 Prodbe trams pr storage m wrterproaed a maw °i`A`' gpund amonth and Primer. qp Y tl mainya9e type cocoa'own Dead,reinforcing System to consist of house wrap, B:Mamhal� gNre°by governin . ecestay,obwn ri mmmendatims la wat"�`n bor m a scow i 6. All joist hanger-m be standard h-rr.18 mimed�e rod inNbiXva mooting Fellow mmmacmreYs mesh and cemm5fous finish mats g-mPPrr throughout N mmu(achise. Protection from walerproomhp or rooftop materia, 7. User Simpson ZMAX One or Sbudual C-e Isnige meal. siunckli mid r fpr in and application, 2. Granit Meakers.G.E,Wastinghowe w equal umber -dols Triple Zink rated 6-185 hon 2 SOPPty natrnnBs,sinner tracks antl othtt xcemwies required. 3. Swrteria- 3. Prohibttralflc vh taltkmpetl oras. errs rt all Pres ima treated 3. Finish.color mtl profile.as trdcatatl an the ttrawth -Lavern-or equal _ . M.Mainimance mtl removal of uMiti B.Artlaecural Meals As and az selected by Owner and Architect . _ 4. Fpdares-refer to schedule on pea, es, lines and wntrpl. .1. SECTION 8_ 5. Telephone and eta- 2 pair wiring(carrsult Amddled m Owner fav additional \V 2 Ream a servlca 1w cplhs4rxtlon urhm pemarhent sevlces ere avyade. drag^.indlmted'm ani nn rro pebm lso"dedyed by malmR„n m resemble.as daNy as Pastibk. A Ooas: CORS AND Y4INOOWS 6. Cade T.V.-coaxial qWe m 1° pair op8ahs.) . Zwnpie.above grade utilitia,egryhmenC carica ad malerfals pwrm m^wltat o^withwaft-and Archeemt gh k Mavitled,design selerSan wall be made by Owner m 1. 5rteriw boon;:Preiiu 7. Secrrriy syMem . ( inirmnm�Tnbd�sby substmtial cemdetipn ihsPer-0on. 2 AD work shy be rime m a Molessahal nH in exterior home:refer h plans for size and 8. Audio and vitleo o for 9 neper a ` 3. Gem and repair tlamaBa cased h norma with n 2 su extent with m woad be-=-V value as noted m Massachusetts ener crtcul It Owner for unv4re In required) 1.' AR 4. Recline Permarrenttadlaa used y insanefion or use of lem,prey mak meld fawimtian wales rrxrst be ground smooth and meed with is 91 a rust I andvsecu a mdhaage.An Iwrous submitted who the building pAy calculation and r ms 1. primer. 3. Interior Doors:Pte-Hung an mond or mal hams az^cried,Refer m Plans Ica 5Re and eDort Allomones: T'� O.Cutting 0 dm^9tonstrocommspepfietl ronddan. SEC 6-WOOD AND PLASTICS 4. Garage Dears: Refm to plans hr size,Overread boa Compm types Corrsutt Owner to tletmmine,hazetlmweral budget the allow-ride cost iw mems Octet below.mutt ndddanal P.Cutting m(a p ace`m`dul`N and of orae sperm!a8or5. A Waoe framing general: $ Hardwae:SNeclim of door and cpomet herdwere by A�ribd.Nine:Cpmmdorlo mason Amheed shod aeric-rim., t rvquiretlg, B y or equal.msall with power operrtor. A tan \'Y 1. CN exis5n 1..mlrkmens Qat harming lumberwall be war slyk end wady of hadwam..Gpnfmca lO n,_Irey ell bch error canplNivn Pf mnslNdipn end dstapin j ' N A wn=m az requiretl in wdwm accommodate new work gaited•Smuc Pmo-Fir#2 abetter,Min dried 19% owner with mice sets ofkeys, t. Irrigation system. 2 appearance p tonstru San az repu'ved Maim new mor blentl ole mtl new work tri obtain a seances I isbae CO^t°°t Lunbtt wap have a fiber strar in bmtlin Fb-of not less den 850 Pmwtle the z Sod appearmce. k modulus of Nastidty•e a hint less than 1,200.000 pg- g- Ps and a S.Wintlows: O 3. Provide mmpmary aripak,mtl Pmlection hvm Ne 2 `�e^Ai^on-'r°d lumber wa4 De•Miop4am'LVL Ilaninaled venewbrnbm,•P 1. Refer to rims far sZa and b 4. Saha a exisbn again ton umbar)and Tmlbastrand'and ions Jobt TJI/Prp'lent Floor 6 (parallN strand 9 a.Ah wmtlow glen k to be tlsarted gals with low-emaDng. 4. Hard,maPa(walks.Pb.borders,eD:.) Lj A B mnspucDon as dralgd, mink mrd 9 sDutllon, ) aallam'PSL 2 M windows mtl tloors with lass should rmed me Massacnseds erher 5. Pools.spas and's P O Q D. 87 Coordination. Inalatim m engknwe°umber Wridud-m fabrics mom ystem'rnlarndadured by Tors Joist with the building Permit gy calculation and repo^submitted 1. Coordinate thew spedficaor,s. wy be th accordance with wmufacaum. C.Minas: B.Erey Door. L/ O _ oils lauding but not^meed m,m lradral and N 3. AO joist and rant sties and 1. %•pplkhea Plate glass nrirrota.Fill meawre mtl insty wink beth metlhanicm faaerms mtl mastic flee C.Door Hardware: ♦ lA� .f 1. GJ � yy wbmntradas.Ardcipak atom where the inial ecfiinl mak,mtl he omw spacing wall meet sr exmed the minimum to y Duilein eq O.Door H H ivaim: ` ,cy co Bested or drlfimX The Contractor rico be r atim d mrxhaacal mtl NeWical wqd will be resbided, -lad carrying capach. A mile requirements la m mastic alone ls not permitted mems°-and schedNe. apolade to moadlnating trace, 4. Afl wend m contact with cmlorele or memory shall be pressure treama All change.of gees and Boor spectncations must be uptlaled W.a revises energy ralculatim.Cantraaw it to E'Wall cave^^ rr�� 2. Coordinate the work a sig trades and with work sequences,mems and 5. An expaea framing b remain unfinished sec¢to be notify Architect of an chin F.Seeuriry Sys�em: _ p c ,Y C. and Contract- being Pedormed the otherwise. I 1 Pr-mtreaed unset, Y Ba the may have in relation to the arehkacorral cawing-. G.Courter Taps: OI•,y1�J: by Ormw ace lTwneraconsuhank spetifiealty indicated SE H:Flooring; 1t'� N 0 3. The Contratar span obmin atl net 6. Provide docking,bracing and stifmatla m r _ essay Pem k mtl cw dnam rtru red'msp bmq blocking and haling under all beams ad e9 nee, hetha spaifically khdicMd ornot Install said A C'yPwm Board United Star-G y SECTON 1- space. Posta edendng down through smOcbrre,including 1. %•G.W 6.rt ail interim surtxamuseSG)or egad. S, A Scale' 617E WORK 7 Provice meal cros 9 inmrs6tia floe Type-X`fire ntad=,d rt Gavage cdfirh and O 0.Soils Repro bmdng on-parrs of dmmnsceal lumbo purr 10'-0'n in cpm- n^°lsmre re.i5a^I type wa4bpaM in all bathrooms Use banker baand as wbstrate coir 81e the V 1. Pmam sobs IesL•m adamine spit B. OSB(oriemed strand board or worm acardJ:mad m exceed CABG NER 108 fa APA mted weathug, wernat and bathtubs.Mud 8 tape all joinro°nes finish smooth Ino lexDme) IS LIED/DRAWN BY 2 ComuX Umttan type andbearing eharaderrst¢, exterior gratle,Xmer mirk mkt glued antl nakd 2 Altemrte:Venett Plata over B.Private wemr tl adxeect a scii bearing capaiy¢ksy than 3W0 9. All sheathing shorn be - B.Paint Fulirw num,acbrrers fecommgy y--1-h(blueboad),1/B'minimum thickness on appy end. may systems P.SL 10.s ramie g aPan mled tPaelB of red,floor a wan hanrin9.az too oe selMed 1. Incl system.in a¢pdance one H connec(prs,joet hangers,Post base anchors,eto,shat be'Si aPPfcabl° by Owner.Prior to scoring,wise Preparation antl a dm cram of apP4cable,L e all wrfaca are p Paints and slams.Colors we O 2 Insall sonrtay syrtem m locaoon shown on eCa'Sita and Fetlttal reghdremenk. hall be Per mandacmera sped6catiahi mpwn',"Taco•,or equal.Inalativn ^d pulped.end weather rori s hni ng. a m properly prepared.caulked.sanded,nail hearts set 3. Cantractorto review lateral fine lam aPPMtry dmina elm, B.Wan Forming .1. EH Bar Painting. REVISE ��S�BY Owner and Anchaec( p mem,for P..IDve dahage,and epordnile with see elm.CprrsuX 2 Inkn'w W Waft:2 x fi Wit. 1C o.c..odes othenvite notes m Mm. Word(saint:2 111.11=n.,tO C.Site Ckaring ens 2 x 4 Wds 16'o.c,mics otherwise need m b. --it(pain[):1 coV: ,z mak semi(P C.Wan SheaBdng PmR Meal:t coat rust indbitive ass ion latex:ICI Paint a e-I- 2_ _ N 1. Prvlect airy trees drvgnaled m remain m site and remove al v _ i nllinp.Remove all debris egam6m from area miaow^me building 1 Wells:APA rated weaehklg,Expoanre i,APq C-D d Masonry;t'oat m booth^ grin I -_-- cock e99wNl alkyl enam4 ICI paint a ed an Install hay pales and sk lexa for erosion emtrpl,az nal from 41e sin, 2 OSB;ApA rated weahm, Mugged,exlmm glue:%'thick I. EIFS Inwle�alikon Finish System er 2 cess flat acrylic Istat•ICI Paint or eq al d 3. AllwansheathingismbetwEe�re wklhlakm TnXrymtbwnnr.Tailed. (Ederio ):Manu adorers' 3. No burning of dead°and x`�Y•eurtnp ro^stmctioR 2 Into Dor. premonetl poymer finis^, pir Q le grabbed matmal wM be al1pgW.pyposp of material pit mamdal(siding,sora,masmrY veneer y+k or eq ml.Pita m nsmlf g final cladding Gypsum Walmoam:lcsw la°z . 9aalY dispose o(mmerials oR sae, we.Traapprt antl D.Flwr Finning '`m") H b. Woodwork(-min):l tort lain:DO=err am flat emforms,ICI pa 5 ofe quail. -_- '7 a 1. Oimeaianal lumber.2 x 10 @/6'Os.,roles naea mhenwise on plats myses thine. macer based O - - - R WOodwwk(paint);1 cost oil based Primmor white lacquer undercent-,,2 mask semi�ios enamel:ICI paint m aqua. JOB NO: 1�9 C.Floor ceverock b. Metal:1 com a ryaic primer•2 eggshell alkyd mameL _ _ rings Ganott Owner for specific types of Door coverings. s SHEET NUMBER L A0 . 2 DOOf2 SCHEDULE ' NLMISM TYPE MATL WIDTH WEIGHT THICK REMARKS i DI ENTRY SL-t_ 6'- 13/4 4 PANS WOOD W/17 SIOEILIGHT WOOD (Z T 8• D2 DBL SWING WOOD (2)7-O" 6-8' 13/4 - 03 ENTRY MTLJINSLL- 30-0' 6-8" 1 3/8- 20 MIN RATED W/SELF-CLOSING HINGES 04 GARAGE MTL/INSL.L_ 160-0• B'Or I IIT KETAL OVBBEAD DOOR W/CLOSER 05 DBL SWING WOOD (2)7-6' 6'-8• 1 3/8• 06 SWING WOOD 7-8• 6-8' 13/8" D7 SLIDE2 MTLJINSLL. 6-0' 6-8• .13/8' 11 D6 I SWING WOOD 7-4' 6'-8' 13/8- FOOTING NOTES Aw 1. ANY WOOD IN CONTACT W/CONIC MUST BE P.T. -p 2 PROVIDE T-10'CONCRETE POI.R.(SEE SECTIONS) 44'-0' 2 O I S U L L I V A N -O• 2T-0' 3. TOP OF MAIN FOUNDATION WALL ASSIX.�TO -0 IOD• - 27-0' 27-°• ARCHITECTS, I N C. 10'-3' 4. FOOTING ELEVATIONS REPRESENT A MIN ALLBLE -7 13'-10' 6'-O' 6'-0' S'-O' 5'-0' 5'-10' S'-II' SOIL C ALL FOOTINGS MIST T PLACED IXJ ARCHITECTURE DESIGN PLANNING FI DIA CONCRETE SOIL OR COMPACTED FILL BUT IN NO CASE THAN A B FILL®SONOTIBES T4E FROST LINE DEPTH(4'-O'MIW(CONTRACTO TO A B TO LWISTLRBED VERIFY SOIL CONDITIONS UNDER ALL FOOTINGS) 201 EDGEWATER ORNE,SURE 215 SOIL(TYPJ _____________ _______________ W1 6X6 PT.COLUMNS WAKEFIELD,MASSACHUSETTS 01880 I I ;o Tel:(781)246.1667 F–(781)246-1683 m = vvvvw.osullivanarchitects.Com ---------- -- �n T.O.FOUND. 1 __ ___ 1 STEPS TO Tlnx mnwn,ar Ann saxnkmw�n were ce4rred � 'ANDBRSE3Y 1817 WALL� I 1 4'-O"MO. 3'-O' 1 GRADE(DETERMI la u»o.nro geAeon IMcme6 laelranan me BASEME3Jr SASH WITH 100'-0' I Z I W I . �I LOCATIONS IN FI D) Ae�ne o.�a.oa<umW��nue,w,vwu I AREAWAY TO REO'D I O I PRECAST CONC. or In Prn.h a4ixeliea wnlnu mo w.men I (TTP)(G.C.TO I I I I I. I M I 9a.a•EAD E STEPS. --as-- IN e.merlm a as—Anxxxy Ilc I I DETERMINE LOCATIONLS 1 1 I r–_–1 I Q 7-' 3'- WITH V-O'INT,DOOR. 0 2006 OSUII-1r ,Ict9Inc, 'F I IN FIND) I I I I I I a N BEDROOM 1 DEC 'P G.C.TO DETERMINE 1 10'C014CRETE ENO. 3 1 I I I I it 15'-8'X II'-3' I 17-0'X I '-0' LD LOCATION IN FIELD. I WALL W/20X10' I o PRECAST CONIC. 1 CONT.C IONCRETE 6 1 i 1 I 1 e E STEPS, v n I WITH T-01 INT.DOOR. (" G.C.TO DETERMINE LOCATION IN FIELD. 'v � I 1 I I I �– ------- ----- I_ 1 __– __� 4 zv REP PAN I I I I I `I I w – O 3 L__ L _0�OF _ _______ ___________ I m I I BEAM \ __ __-i 1 m I 314' DIA H.W.LALLY ABOVE \. I COLLNRN WITH TOP POCKET T.O.FOUND' I BATH KIT HEN I ANO BOTTOM PLATE TYR WALL a. I I �O 9'-0'X I•-8' I ON 30-X 30-x IT 100-0' I I p I I t I CONCRETE FOOTING 1 A 5'-0-X 7-6' �O 1 Meeting Horse I I TYP,(S�DETAIL) f 10'CONCRETE FIND. I y.MRRIfLg A. os I �r.o.sae La•.SAB WALLW/20WOr / DINING LIVING 1 OT 41 E�97-6- (3000 PSI MIN) CONT.CONCRETE 1 \In 1 K7-3'X I7-O• IT-4'X I7-3- a OVER 6'MIN COF.P. FTG.(TYPICAU 1 h 5'-O'X 7-6' ❑j 1 3-6 I I °-3 1 GRAVE. .� 111 m Commons 1 3--6- b '6' 5'-6• 3^I' -11• 9'-9' 3'-S• 6'-O' 7-6• ~ lo'-O – . O I 1 T.D.FOUND. O b BATH m o H a m pto n • F ALL E_ ......... .... � p Q . v I I 100'-0 I I O a a 2 oe ;� v c o• ________ I w ar ° O B 1 1 ____ __ _–_______ U IT-4' 1 P----------- -------------, � ,r n KET ----------� � �--- _ � �, North Andover .O.SIAe 1 _ – 1 I WAll- 3 3 2X6 ____ I I I --- -------- I 3R WALL I EL 99-6. 1 I LINE I I BEAM I zo T.O.FOUND. I 1JS2TF 1 ABOVE i 1 WALL I3 – Tt-E CEILING OF TFE 1 GARAGE E THE WALLS FOYER 1 10-CONCRETE END. 1 m v ; 100'-0' I C I Lti. I I WALL CONT 1 20'XI I I �– I T.O.518E -°� I DWH1BETW�REQUIRES AEE Ry I ro N I 1 4'CONIC.SLAB FTG.(TYPICAL) I I I Wim-E- I SINGLE LAYER OF 5/8'TYPE I �? p I 1 FIBER PSI MIR)W/ I I I T O. STEEL BEAMS WITH 5/8"X GYP.BID.,PROTECT p Lp I Floor Plan s O i OVER MESH REINP. T.O.FOUND. _ OVER 6'MIN COMP. I L-.___ _____ __J WALL B_ TYPE X GYP.BD. 1 m 3"-8' 9' 1 I GRAVE- T.O.FOUND. 1 100-0 DI i Ip o wALL IB_ I I____________ ______________I. CD I I w p leo'-o' r--------- --- 1 I Q4r CD 0L I ar a • 2 CAR COVE ED Q ; 9r9oQSLAe 4 GABA 4' PORCH q ^• cS d ; ; Z ; a•CONIC.SLAB `€.D ARC1y� ------------ ------------ I I 6�g I _____T_–_ --_J i O II I I 1 tLO�LAB DROP WALL IT I I T CONC.FOUND. �y I 1 (LOT W) BLOW .GARAGEI 1 W54ELFWSEE DETAIL O i E_99'-T DOOR I eywv (' y __________ ____ ___ _ __ I n � ti ti _ ––– DRIVE OUT DETERMINE E.EV. 5'-9' la-6,6' 5•-9• T-$' 4'-T 5'-O• 5'-O' 'I y'DETERMINE EEV. N IN FIELD IN FIELDt2 2T O 10 O O 'd 12' 9'-6'MO. 17 4-6'MO. IT 44'-O' z2r D a4-0z-°' 101-0, QST FLOOR PLAN Sc As Noted style: ,/a•-,•-D• ISS ED/DRAWN BY o � FOUNDATION PLAN a/eros r�,,, scale:iia•=r-o• REVISED/REVISED BY O U 2121/07 a/4/07 QJ GEnERgI.�S m Au cavc4ere swu ce F1AAceo w oar excavanas me Awar r,4ctr-o wAre4 As m warm tyles r,�rcic iw•.wPr suai ee r"rM ALias.w+Au calces is wwlrw secu+ar to I. -OAIIOM� 4COU4®. PAa'�d W.WP.M PIACG TO iRlVlNr MOKAOJr IXRwO CO�KRe,E RdCEABJr. Al Au roorin,s suu ceAa av u.a9r)neen soA w.vlw A Mw.aw+ceA4wa cAPAclrr v s)Faa corsra�crlpv wxlrlc wwrea.roorw9s Aro Roca s.Ac�wu ascus Paorecnw n Au.walzwru coos A e ccwrw,�o(s,>.e ua+6ni cw Au Il.P sttices swu.ee As aeanam >000 Ps maros crs souAae coon FaaM racezlnc rewmATuss Ar n.e a-�.41np s�xrA¢s unn,rl�e¢xnwc Ls a+a-osm Aw raa•Hass a,Er-uicN sauces cev roc urrsr acl.cote 4eouaawrs Ixss ona'nrnse Nor® W TIC BOTTpA etevATlav ca a0ai104 POOTNG,^•awl eC A MwIMM Or A'-0'BROW OlIl910e _.,fD• CIn 1>E sm-crvxeL MAww65.a4ovroe Car 6e 4009 As O A—aJ ne coNfaecr CCAwwcs. .: e4Ace Lawn Poorwos As aecu4eo ro aeAw r�I)eanlrG s e o�cvovwe a a.cna Cauca FaoM aerwo4clw srai To Ao.i>ce+r cw-s+em snrAcm As N M nwaaJ6 T COAPACT ne—W cn en V–n Paws To FooTw(s �Au caacaeTe sNAu wve A MnrAai. rve slcerwrM of a.aao Fsl AT xe oars Fcu.ows 06016 O eonaMOPFoorwa Y JOB NO: rn Au runoAncw wAI.L9 su4u ce eA.aalum I'VP1�LT w eoa sus ro ccene+r i nam.n»im a MAwNaAn Au.owAa.e suv oP ca-rsne aqui ror ez®+'. n<se alis low swA�sii x cas�lo®nerrua ar�.n�o ee Aolsr®w once ol4ecnon 1pPD"'�02 cl Au crnrx,e wo4X suau coNCLr wlrM Au.soecwwAnow a Au sAaalu(�iwroe ne eunnln�sl+Au-ce wsu G4AG®CaAvls.wnw auw.ce a 4eMr-o4aw srm• o Au aeilwcncae aeon AfD w.wP.sums ae scewm w P4ecvee Pnsmai a awir ca SHEET NUMBER lFwaCUGH.Y CCAPAC—IN e'U1T0ee Cw 911E MAiGlIAL MAY 9e lb®r 4CO�rPeIP TO nG A)ALL 4EINFRC'RC:rJG 9{H3,a Wy BC gSTM AN}64aae 5p Aw 5upt1 eC OETAnID.PAB41CATfD -'��A9 MMtI'ACnFEO BY 41RMOn0$C4eW MC3w4 CO.C4 nGPC4�Ep coanL 9ear[cxNCAI arv�EEv. Aw INSrALLEO IN ACCO40ANYP WIiH nE LATE$T 4Gt�ECIFICATIU6 A O - 1 �T rte+ I II J A Az ----------- ----------------� DOOR SCHEDULE N11MBB2 TYPE MAIL WIDTH FE7G-7 THICK REMARKS DI ENTRY MTUINSLL Y-O' 6'-8' 13/4 4 PATH.W000 W/IT SIDELIGHT i 02 DBL SWING WOOD (D T-0' 6-B' 13/4 • I 03 ENTRY MTUINSLL V-O* 6-87 1 3/8' 20 MIN.RATED W/SELF-CLOSING HINGES I D4 GARAGE MTVINSLL 16-0' 8'-0' 1 VT METAL OV574F-AD DOOR W/Q0SE R I � DS 00.SWING W000 f2)7-6 67-8' 13/8' 06 SWING WOOD 7-8' 6-8' 13/8' 07 SLIDER MTL/INSLL 6'-0' 6'-8' 1 3/8' D6 WING WOOD 7-4' 6'-B' 13/8' B O ' S ULLIVAN 2 ARCHITECTS, INC. I I ----------------- ARCHITECTURE•DESIGN•PLANNING 201 EDGEWATER ORIVE,SUITE 215 I WAKERELD.MASSACHUSETTS 01880 I I Tel:(781)246-1667 Fax:(781)246-1683 '4 1 --sullivanaminitects.com 1 luau atawirpa mtl SPactticaXore were praPeiatl I 1s,�-e e�rc+e wwern vnca ea.v�a�ensa.•,e 1 qua h•+aaacy w,aba m un iaamlxa acaao-� 1 na�aaavowc4oa av��a4a.+.HNvia a�aan u aannnea ...nm.. 4'-0'KNEEWALL I WtV KNEEWALL I va.:�aa m oSUtven uuvaaa sNc BEDROOM o 2006 O'SuIr—Ar.NI-b I- B'-6' 3'-8' i tt2 --_13•-0'X IV 4'_-__ OF 8'-0'CLNG HT I JJJ --------- ---u------- --------- ----- 30X36 ACCESS PAnEL VERIFY 2 O WOWALL OD CAP 36' LOCATION IN 1 AFF OR FULLI FIB.O I WALL -WOOD I II'-T TIS' LOFT RAILING• I 20-0-X 13'8 -' N-O'HIGH _ AFF. LINE ------------J I of B•-0• LNG CHT OPEN SHELF Meeting House 4'-0'KNFfWALL TO eaow Commons Hampton I I I I I 1 North Andover I I I I I I I I i I I P. 7 ---------------- ----------- ----------------� 1 o �^ ^1 SECOND FLOOR PLAN 4 ( I Attic Plan & 3 12 II 12 1 Scele:1/a'-1'-0• 12 I I 12 p -_ ..�.. _]10 10� .....�...... __110 Sections O I ~ JSTS BATT3NSlL 52 WOOD RAILING• U V-O-HIGH AFF. 1 /l 3 BEDROOM u b a2 w b 4 12j 4 T $ 13 < 0.0CKI 87 E I I BLOCKING ON, [(' �� l SOW WALL Cl JSTB I "/ '� BEAM SEE FRAMING W/R-30 PLANS FOR SIZE BATT INSLIL P j - W •- ZKITCI-ET4 W .° THE WAL SS EUTW-�J THE E - M 0 BEroND� Q A� OF GARAGE E DWE LING REQUIRES A HALL BEDROOM o FOYER DINING s-7 'rY�" ' 0 SINGLE LAYER OF 5/B'TYPE X i 5 `� m ROOM SALE: A5 fVOtEd GYP.BD. !77 7+ 2X6 LS.1 W/ ^� 15 - 14 2 CAR GARAGE wAus•16 O.C.0.o w/ PORCH — _ _ A4 SLIM/DRAWN BY C PITCH SLOB TO DRAIN R-19 FIBER.IN ) FIRST ON 4'GAS CURB ............................... 6 I/8"PER FOOT MIN '.5.W.W•;,•a^:.W^V::�W:. ^'^'. .^^...... :.WS.,.:..:naW...................W.^ .............a^.•^`...^^�^ I FLOOR 16 ... Y.:^:. 8(4roae..a..k )~ FLOCR FRAMING I -) FLOOR FRAMING I -� I I REVISED/REVISED BY 0 ( ) W/R-19 FIBER W/R-19 FIBER BfZ5/D6 Q () 1M7 4'CONIC.SLAB W/6 MIL POLYETHYLENE a. INSU- 1(JSII d 2/21/07 y VAPOR BARRIER W/6X6X 10/10 W.WM UNFIN. UNFIN. ( ^) REInF.OVER b'MIN COMP.GRAV 3 o BASEMENT coo°L w H.W. TOP r H nTM TOPY BASEMENT0 0 I I O ANO BOTTOM PLATE ----- TOM PLATb0 p ON 30-X 30'X IT ----- 30'X 12' OCONCRETE FOOTING TE FOOTING JTYP.(SEE OETAIL-7/A4') . E DETAILT/A4) '11 ,JOB No: 0 6016 N I I I 4"CONIC. 1 W/6 MIL POLYETHYLENE d'CONIC.SLAB W/6 MIL 10/10 POLYETHYLENE I ) SHEET NUMBER .0, 9 VAPOR BARRIER W/6X6X 10/10 W.WM VAPOR BARRIER W/6X6X 10/10 W.WM - 9 .� REINF.OVER 6'MIN COMP.GRAVH. REIfF.OVER b'MIN.COMP.GRAVEL O SECTION THRU GARAGE/M. BEDROOM SECTION THRU FOYER/DINING ROOM A e Scale:1/d'=1'-0' 6CaIe:114'v/•-0• A-2 i - O ' S ULLIVAN CONT, ARCHITECTS, INC. •TYP. RIDGE VENTARCHRECTURE.DESIGN.PLANNING CONT. RIDGE VENT CST' RIDGE VEM DEC ROIM 2 201 EDGEWATER DRIVE,SUITE 215 OR WAKEFIELD.MASSACHUSETTS 01660 RECTANGLLp COM. LOUVERED RIDGE VEM Tel:(761)246-1667 Fax(761)246-1669 ATTIC VENTARCHITECTLRAL www.osullivanarchitects.com I _ a. ARCHITECTURAL� ASPHALT SHINGLES v m dr-—I rvv —I dw�%+r lmma m u,e menm«r mcem,, ARCHITECTURAL 12 � «ease rn reprod�cem M.m•memoq h vamq ASPHALT SHINGLES ASPHALT SHINGLES SIDING IID ANGLE 12 10r- 10 ARCHITECMAL� M.s rnoroevee..nNou em»mm„ 7 �A'�'LT SHINGLES0 2006 0S.Ii—Ntl it-ls im. q o 4 \l 4 � SECOND FLOOR I --6 KLEER CORNH2 _ —10 ;0 5'HARDIF'LAAK v;/ V •:moi'/ A—J. — '°'NG•PAIME°•,-YP. Meeting House FIR FLOORST 7 �—.�� /�—`��� /^\\ _ NOTE ^ATE 8'FIBt32(�L.ASS Commons WINDOW DESIGNATION PROVIDE EEDEDG6 4T LOCATIONS STRLICTLRAL PORCH BY PARADIGM WINDOWS NOTA N�DR ETH GRADE COLL9NNS Ets'VATICN IS MORE THAN 30'1. �1LEFT ELEVATION r„--\FRONT ELEVATION Hampton Scale:1/a•a 1'-0• Scale:1/a•�1'-0' North Andover caNr. ��++ RIDGE VBJT .G COM. COM. a RIDGE VE3JT RIDGE VBJf 00 M COM. RIDGE VEM 2 12 ARCHITEGTLRAL� E I ev ati o n s IOr ASPHALT SHINGLES 12 12 !` ARCI-IITECTLRAL 2 0� �O c:) —ASPHALT SHINGLES 2 12 ARCWTECTLRAL CV Ar 10 ASPHALT SHINGLES ou 4 a II_ M �( ED AR J. o IN. 11PTION, f 6 KL DS Q r J - a Ci SIDING.PANTED,TYPTYP. 1 �,i OF 'WATERTABLE.TYP. O rF00R El I- z 11 SC AS NOt'd Vl L__J IS ED/DRAWN BY 0 SILCO STEN BW0-EAD. P.T.DECK FRAMING W1 8/x/06 O VERIFY ALL DIMENSIONS. CO&POSITE DECKING F / o" ARIGHT ELEVATION �1REAR ELEVATION REVISED REVISED BY U v scale: 1/a•=r-D• Y scale t/a•-r-o• 825/06 � D 221/07 7 O M C JOB NO: 06016 SHEET NUMBER 0 A-3 f CUT SHEATHING BACK MIN C RIDGE VENT WITH WOOD ROOF SI-BATHING WOOD ROOF S-ATHWG SHINGLE COVER FROM EACH SIDE OF RIDGE ICE AND WATB2 SHIELD,36 WIDE ICE AND WATER SHIELD.36'WIDE WOOD RAFTERS AT ALL RAKE$ ROOF AT ALL RAKE$ RIDGE BOARD ASPHALT SHINGLES ROOF ROCF 9-EATWNG ASPHALT SHINGLES ASPHALT SHINGLES BAFAP VBNff.7 MIN CLEAR WOOD ROOF AIR SPACE WOOD RAFTERS I' I' SHEATHINIG ASPHALT SHINGLES WITH ICE ' AND WATER SHIELD,36'LP ��'.\ IX3 TRIM ON TE'.'oL C"--_ ROOF AT ALL EAVES IXB TRIM SIMPSON W2KING AT I1'-0' VT BLOCKINGIX3 TRIM S�T}t W� Rte$ 'T R IX8 TRIMO ' S U LL IVAN AIR INFILTRATION SIDINGB"°"""GCE�G� ARCHITECTS, INC. BARRIEREXTERIOR IN VAPOR BARRIER EXTERIOR SIDING G WO� AND 1X3 FURRING ARCHITECTURE.DESIGN.PLANNING RATION KLEB2 SOFFIT WITH BARRIER CONTNuOS SOFFIT VENT ,✓\ DO(.1BLE TOP 201 EDGEWATER DRIVE,SUITE 215 RIDGE VENT DETAIL ExrE3Rloa SIDING �. PLATE WAKEFIELD,MASSACHUSETTS 01880 1 n RAKE DETAIL n BOXED OUT RAKE DETAIL Scale: t'-U" c EXTERIOR WOOD SFATHINGEXTERIOR STUD WITH AIR INFILTRATION BARRIER � WALL WITH BATT Tel:(781)246-1667 Fac'(781)246-1683 INSLL.ATION —.Osullivanarct\itects.com EXTERIOR STUD WALL WITH eArr INSIA 2X6 WOOD SILL OVER OVE32 V4 DRYWALL Ttnse arewo-ye am swcnkeuore wxe Pewrea eme loc-eoon macmel PNtlkexon erq GYPSUM DRYWALL OVER P.T.2%6 SILL E SILL OVER VAPOR essy w,aee is eq;�„N;etl yomwn. DE-ATWIRWOOD VAPOR BARRIER SEAL /` \ BARRIER Reuse or rewoeNc4vn nr sir memaa.:,wwle $FFTQAT WIh1AIR SAVE DETAIL INFLTRATICN BARRIER \�\ 3/4'WOOD$L8FLOOR 1/7 AIR SPACE AT SIDES /( )(� I� 1�JI 1 4 Scale: T 12^=1'-U° wnr:ss on doS w�mn xdnec�¢ AID BND OF WOOD BEAM ✓\./ "`JJ/��// rp zoos osunivan achaecLv Irq. EXTERIOR SIDWG RIM JOIST �C CONCRETE FOUNDATION \. -C FUO(OR AMING-REFER 6(_�) SIMPPLANS SON'STRONlGTIE BEAM-R�TO REFER TO GENERAL / WALL ` �� I i WOOD 11C'LALLY CCU 1.N CAP FRAMING PLANS HURRICANE CLIP, NOTES FOR ANCHOR )\ \ l Q••� � S• I I I 3 12'DIA SCHEDII F SIMPSCN H2 BOLT SPACING \O� /� �` I I I/7 STffi.PLATE WITH 40 LALLY COLUMN! METAL DRIP 2X WOOD SILL OVER P.T. ) �pl' �I� 5/8•ANCHOR BOLTS __ _ y2%SUL DVBi SILL SE't.LE32 �i v' �t 4'CONCRETE SLAB TH(3)-5 EBAREW IX3 TRIM ON r PLANA F04 SIZE O VAPOR BARRIER IX8 TRIM X in r yFLOOR FRAMING WITH / /0, DN ' .+ BLOCKING `C Y VAPOR BARRIER E F.WA.TED' _ FINISH GRADE m I SEE FRAMING�� PRESSURE TREATED • • ,' , Y CONfiINlJO$SOFFIT VBJT i KL®2 SOFFIT WI BL,., \ GGT TG DETERMINE REBAR woOD SEAT , Q. Q� ; IXB TRIM KLEE2 BEADBOARD Meeting House /� IN FOOTINGS PER SOIL f �\\��\ SOFFIT IN'S —ITT—W FIEiD • e /\`% CHANNELS 10'CCNCREfE �_/FOUNDATION /`� BLOCKING -- Commons FOUNDATION DETAIL WALL WOOD BEAM POCKET DETAIL LALLY COLUMN DETAIL %%' 8TRUCUT RAL STRUCTIRAL LASS Scale: 1 12' _T_ 6 Scale: 1 12'=1'-0' Scale: 1 t 2'=1'-0' PORCH CCLLMN$ NOTE NOTe �1 COVER D PORCH DETAIL Hampton ' PROVIDE(9 EB CONTINUOUS e5 RAR AT TOP AND PROVIDE(9 COMINUJOL6 e5 RE33AR AT TOP AND SCale: 1 12"=1'-0' BAC/O=ILL TO BOTTOM OF FOUNDATION WALLS AND BACKFILL TO BOTTOM OF FOUNDATION WALLS AND GARAGE DOOR (9 CCNTPLKX.S e5 REBAR AT ALL FOOTINGS FINISH GRADE (9 COW NJOUS-5 12EBA12 AT ALL FOOTINGS E(TERI�ALL FINISH GRADE ROLLEWP �Ra LSEWR North Andover CONCRETE \ \\N` lo/ ',cONI FC'OLQ W TIC14 '\� \ �`,:\` / / 4•CONCRETE \ HK)LISEwRAP HW$EWRAP FIXfNDATION //, /\/ / / 10' `\� /\ CUi HOUSE-WRAP / �. �/ SLAB OVER WALL .III / \��. :' \ �`\� ASPHALT GARAGE SLAB, \ �-=EXPOSED .. �'� \/ AND ROLL LP WALL I I= '/\� .\ \\/` VAPOR _ �'�\`� / PAVEMENT PITCH TO DOOR EXPOSED r 51-BATHING \. FREE DRAINING -I I,�\. \!, //N// EXPOSING SHEATHING FREE DRAINING BAWLER GRAVE WITH -I I //\ \`.\ SHEATHING GRAVEL WITH ILII / OVE326 WINDOW SEAL HEADE ,,^yW} FILTER FABRIC I I-I , / / FILTER FABRIC _111— .I, FILL CO, /i.//� a CUT I=I WRAP OPENING JAMBS OF OPBJ UN DAMP PROOFING_ �rJ =1I I •�`/�\, AND FOLD IMO INSTALL WINDOW WIT (5Y2 WARRANTY) I NOTE .. Nom%��j OPENING- INSTALL FLEXIBLE WITH R1aNGES GC,TO DEfT3RMIN)E`I (� �`.\� \` \ N�` ' •• „ OUTLINE OF Ir ( ) \ MEMBRANE SEALANT I covrAcrING SEALANT O REBAR IN \ /\/ / O \ / WINDOW OVER$ILL AND LP NOTE .I, n FOOTMI' PE2 SOIL OPEJINIG / SHOES.4'MNl G.C.TO DETERMINE _ II _ II /�\!/ /\� . ii CONDITIONS IN — / i N •� • �'_• STEP 1 STEP 2 STEP 21 �.}�' 'S O 4EBAR IN l._. F s., l I .\.\V �'i'///// '/ // //' 4N/" L O DOTAGE 7.SOS I I r FIELD III-1111 N J. '/: •\ to CONDITOW IN=1 I—I UJDISTIRBED I—III—I �. (9 05 REBAR AT \\ �` Y _ h I TOP OF FOUNDATION„ I / `N (� FIELD 1=III—III L I I SOIL III //' WALL 1'J ✓ .-c xHous AP — _ UNDI$TLRBa3 ' u FCLmATION DRAIN 111 a O /\ r'YL ir6i COMPACTED EXPOSED UNROLL TOP RAP - N fin- =III N ' , r WRAPPED WITH _ '� \ F /;:,; FOUNDATIIXJ CRAl =_ I B FILTER FABRIC - I B 1 `. � \i,'''�/;i"" ,` SHEATHING AND TAPE SIDES X WRAPPED WITH — III III-i l—III_ I• -111=I / 10'CONCRETE I - Y % WINDOW HEAD }�_ FILTER FABRIG'1I1-III—__ —;I—_—I —Ii—_— =III= —II—I —I =1 1--I 1= FOUNDATION i�J a 9'-INSTALL ❑„1 AND _ IIII �JJ��� _�I CONCRETE FOOTING SITTING'—= WAT 0ff`M CONCRETE FOOTING SITTING_ — —III=III=III--Kt7WAY iJR WALL `r IC ,� MEME NE bz ON LNDISTLQBED SOIL. - _ y� -1I I-1I-1I 1=1I III- =III=III=III-III=pOWB-VERT.• IXJ UNDISTURBED SOIL. f NET.': J ( ` SEALANT COVERING 1 SEAL ALL AROUND $' MIN 48'BELOW GRADE _III=1 �=III=III- I I�4 O.C. MIN 48'BELOW GRADE —� —I -1 d%O.C. FLAAT B SFIT I INTERIOR OF WINDOW UNDISTURBED UNDISTURBED AT HEAD UNIT WINDOW '� 1 , - \ SOIL SOIL FOUNDATION/GARAGE DETAIL i 1 o BASEMENT FOOTING DETAIL CONCRETE FOOTING DETAIL 11 Scale: 1 1/2'=V-0" STEP STEPS 0 jam. a. 9 P WINDOW INSTALLATION m 12 No Scale WITH BATT IN$UL N✓,C5 EXTERIOR STUD WALL EXTERIOR SIDING > m EXTERIOR WOOD WOOD ENTRY DOOR rCj *8 W J O N SI-BATHING WITH AIR GYPSUM DRYWALL OVER MEMB2AfE OR P.T.2X6 SILL OVER"Cl 'LI �I�f`�,a•; INFILTRATION BARRIER VAPOR BARRIER RAILING n COPPER FLASHING SILL SEALER .1�Y SYSTEM EXTERIOR SID 3/4'WOOD SUBF_OOR UNDER SIDING ., =f 'A E OVER LEDGER 3/4'WOOD SLEIROOR N � u S LE /As Noted O cMEMBRANE ETFLASHING `\/ ` .. S�TUING WIITT-I AIR _ EXTERIOR WOOD SHEATHING ,� UNDER SIDING )` INFILTRATION BARRIER I$ UED/DRAWN BY WITH AIR INFILTRATION BARRIER a ED LEDGER EXTERIOR SIDING N LIMESTONE IX WOOD TRIM METAL FLASHING \1/ \ FLOOR FRAMING B O6 P.T.5/4 DECK P.T.5/4 DECK J/ _Jl '/ AMING os;,,,,,,,�,,.,,o„z F ASPHALT SHINGLES OVE32 BOARDS BOARDS ✓✓ �/ ,.I I ✓�✓ PLANS REVISED/REVISED BY O ICE AND WATER SHIELD ON BRICK .� ` U WOOD SFJTHING �/� \ = FAC® 2/21 iD7 /\ O ALTEP ATE METAL ROOFING P.T.WOOD BEAM �,j ,'.- I I_ P.T.2X4 ILL ' FJ.S4 SEE FRAMING •� " ..•% �-:' J° P.T.JOISTS FLOOR FRAMING ' _( ( 'J 6•• a 4' N!AIR SPACE WITH BATT IN$U.., /// f` �l (9 v5 REHAR AT METAL DRIP EDGE P.T.DECK SIMPSON IMAX ' "Tl>:jr oo FRAMING JOIST HARK I ' _ IX3 TRIM ON / • REFEr2 TO PLANT$ .'./ f,N^ '/t!�`_O/r� I TOP OF WALL EXTERIOR P.T.2X10 LEDGER (2).5 9 e5 REBAR AT / � �tiy'N.� y N` REFER TO GENERAL IXB TRIM STA WALL P.T.WOOD POST THRU-BOLTED IMO RIM l I TOP OF WALL / r _ ;�, NOTES FOR ANCHOR JOB NO: 17 DIAMETER CONCRETE WITH SIMP$ON T3C" -�r 06016 •S FILLED SONO TJBE WITH ZMAX POST CAP JOIST,WITH WAS ,�I I 10' REFER TO GENERAL yR BOLT SPACING Fj EMBEDDED IN$E4LANT a W ..4' 4' rr./ ';lI ' O� I SIMP$ON'48U ZMAX POST NOTES FOR ANCHOR [[yy I,-, .i .� CONCRETE SOLID BLOCKING AT I ANCHOR 2X6 SILL OVER P.T.2X6 G - { BOLT SPACING ')�^.-.�^ ): FOUNDATION WALL SHEET NUMBER :� 24'O.C. / 6 SILL OVER SILL SEALER I °� CCNICRE'fE OKLEER SOFFIT I - FOUNDATION WALL I FOUNDATION WALL COMPACTED A c 4 n RAKE RETURN DETAIL DCK DETAIL I DCK DETAIL ENTRY DETAIL W - ly7 Scale: 1 12'=V-0' 1 4 ScaEE le: t 12'=t•-O" 1 5 Scale: t 12'=1'-0" 1 6 Scale: 1 12' y T (2)I-y'X 0'LVL FLUSH FRAMED HDR f I i I I 1 ICE AND WATER SHIELD I 10/12 10/12 EXTENDED 36'lP SOFFITS �'LVL � I�-- —�- AND ALONG VALLEYS WALL BEARING BEARING O ' SULLIVAN > � A R C H I T E C T S, INC. I AND DORMERS BELOW W� z 11 LVL DEL •. , HIDR HIDR 2XIOS•IT O.0 ARCHITECTURE-DESIGN-PLANNING 201 EDGEWATER DRIVE,SUITE 215 I I I WAKEFIELD,MASSACHUSETTS 01880 Tel:(781)246-1667 Fan:(781)246-1683 0 I p ww.osulllvanarchitects.com PS TM1 e,tl _arW SOecMkoYare were PaCeretl al Te bcetlan indcvtee.Prtlicarbn eN I 'use Iv eapreatlY IrtY,ee a Ila Ivarniliee bceYm. L——__ Reuse yr rePv4u:ticn W enY rtaViaq N May i• or N cart y i><wYa4ee wmau va wnnen rtrabn vt 05UWan Nclnecp.Nc, ( IO XX LVL O 2006 O'SU14—Arc i(acls Inc. // ••, �� BEAM BELOW \\ (3)Iii-X 18'LVLS ((1)W4 XF AMED DROPPED HOP / \ BEARING 2X8 CLNG JSTS •16'O.C. Fri ______ WALLBELOW I (2)I1•X W LVL [ALL ROOF FRAMING TO BE DROPPED 2X10 WOOD FRAMING •16'O.C.UNLESS OTHERWISE ALL SECOND BOOR FRAMING NOTED (2)Imo'X 7Y.'LVL TO BE2X10 WOOD FRAMING ��ROOF PLAN � ® .16.0 C.U"LESS OTHERWISE NOTED scala: ,re•1'_0 01?(O:FRAMING PLAN 2ND FLR/1 ST FLR CLNG FRAMING PLAN Meeting House 1 Scale:1/8'•1'-0' I Scala: ire••1'-0' Commons Hampton North Andover FRAMING NOTES fD P.T.2X105 U ALL BOOR JOISTS. E PERS.E CEILING JOISTS•16 O.C. FLUSH UNLESS OTHERWISE NOTED. 2J PROVIDE SOLID BLOCKING TO FO"ATION AT ALL BEARING POSTS DOUBLE ALL JOISTS BELOW PARTITIONS PISTT 2X1 ODECK V PARALLEL WITH JOISTS. 3J PROVIDE IX3 MID-SPAN BRIDGING AT ALL SPANS OVER Framing Plans 10'-0'OR AS RECOMMENDED BY ENGINEERED LUMBER Vl MANFACTLRER (4)2XIO'S r DROPPED CD 4J PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL CD OPENINGS UNLESS OTHERWISE NOTED. 2X12S FLOOR JSTS a 12'O.C. + 43 / .-. SJ PROVIDE 2-2X10 HEADERS AT ALL WINDOWS ANO DOORS iJ .--� UNLESS OTHERWISE NOTED. •.. 61 ALL FRAMING U_fA3ER 1000 FIBER STRESS,E-1.2 MILLION d -9 7.)MICROLLAM LVU','PARALLAM(PSL',71MBERSTPAND — �y ✓� J C� ly 4-i C(LSU AND'TJI/PRO SERIES'ARE REGISTERED TRADE MARKS _ 8)ANY SUBSTITUTIONS OF OTHER BRAND BEAMS MUST BE1AT09�l, - y. HECKED AND VERIFIED BY SUPPLIER. F 9)MAN-FACTIRERS SPECIFICATIONS REGARDING ca WOOD PRODUCTS.,MUST BE FOLLOWED FOR ALL ENGINEERED - 9y�"{• �✓D•/PRODUCTS., (DR�IPOESS. O ION ANY WOOD IN CONTACT WITH CONCRETE MUST BE ^ �I-���. %'a > PRESSURE TREATED '7 1 O r IU ANY POSTS SHOWN ON BUILDING PLANS OR FRAMING PLANS UNDER BEAMS SHALL BE CONTINUOUSLY SUPPORTED O TO FOUNDATION WALLS OR COLLMNI,S IN BASEMENT. 12)BUILDING OO DESIGN LOADS ARE A5 FOLLOWS SCAL As Noted ROOF•50 PSF r� ZN.D FLR CEILING-40 PSF ISSUED/DRAWN BY 00 2ND FLOOR•40 PSF F IST FLOOR-50 PSF ALL SECOND FLOOR CLNG FRAMING 8/4/06 BEARING WALL-10 X M OF WALL TO BE 2X8 W000 FRAMING E •16-O.C.UNLESS OTHERWISE O NOTED REVISED/REVISED BY U 02ND FLR CLNG FRAMING PLAN FIRST FLOOR FRAMING PLAN 4/4'07 N Scale: Ire'.,'-• Scala: Ire'.1'-0' 0 O 0 ALL FIRST FLOOR FRAMING T14S ORA NOTE TO BE 2X12 WOOD FRAMING � THYS DRAWING IS A GRAPHIC REPRESENTATION OF THIS NOTO.C.UNLESS OTHERWISE FRAMINIG FOR THIS STRLICTIRE,CONTRACTOR SHALL NOT SCALE THIS DRAWING FOR THE LOCATION OF FRAMING S.REFER TO THE PLANS,E_EVATIONS.PAA SOB NO: 06016 SECTIONS FOR DIMENSIONS AND HEIGHTS. 04 SHEET NUMBER A-5 I_ r M TING HOUSE COMMONS NORTH ANDOVER, MA ARSUCCINIC. ARCHITECTS, INC. ARCHrrECTURE-DESIGN PLANNING app v HAMPTON 0 MODEL o -- N b ARCHITECT DEVELOPER O'SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC Nl 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 Cl Voice (781) 246-1667 Voice (978) 687-2635 : Fax (781) 246-1683 Fax (978) 680-2310E o 1 876 E to tdlPTOlu i+i. j J, U k o blD 0 0 0 REVISED CONSTRUCTION DRAWINGS 4/4/07 CONSTRUCTION DRAWINGS 8/8/06 O'Sullivan Architects, Inc. General.Notes for Single Family Residential Construction in Massachusetts SYMBOL LEGEND - All nobs may not apply lo this particular project. z=2os Framing Standards and requirements vary from locale to locale.Some jurisdictions may have more stringent framing connections.It is not the intent of these drawings to show engineered connections meeting an requirements for all areas of the coir ntry review and revise,'m necessary lt is there ted in biry of the owner and contractor to DETAIL N.l� - e,arty framing connect'horu illustrated in these tlraxrings,in order to meet BUILDING OR Q loot standards and requ'verthents. 2 Should local codes and/or ordinances differ from these plans,a determination shall be made by the general contractor and/or local building official as to which is the most stringent.The most stringent WALL SECTION A-000 O 'S U L L I V A N . requirement shag rule.Should a change in these pans be necessary or desired which call atter the g.g7 f r,�„ggf - design verily y all chin integriy of the swcture(s)a Licensed SbBchrral Engineer and a Licensed Architect ARCHITECTS, INC. . _ must verify all changes. i'All retaining walls and basement waft shall have adequate temporary bracing in place prior to backfiII being paced against walls.Temporary bracing shall not be removed until wag is property braced. DETAIL NJv1RR ARCHriECnJRE.DESIGN.PLANNING A. All stabs n grade shall have a vapor barrier underneath. DETAIL Q 201®C`aEWA7FR DRIVE,Sl1rrE Z75 . 5. All fondalin walls shall be damp proofed. WAIO�I_.MASSACHUSE.0788(] . _ 5. Contractor is to contact DIGSAFE not less than 72 hours prior to any excavating in order to insure that underground utility lines are located and are not damage or disturbed. A-000 7. Utility benches must be back filled at house SWEET N-tiE@ Tek p8f)21 1887 Fahc pet)248-1683 'ground water from entering the house, perimeter Ice with a plug to prevent exterior drainage an or vvvvw.o6ullivevharchlCe�-p,�m 8. Insall Perforated foundation drain(4 inch rond minimum)around mire Perimeter footing. Extend drain . fine to a Point away from structure for Positive drainage.Actual location of drain line and points of ELEVATION I3oOR LEVEL drainage nnlst be determined on the job site with review by a Licensed Civil Engineer. y 9. Insall underground roof drama e/ MARKER 13..100-s . Point away from the structure for pod Sib tlra'age.l Rnf din ch m fees shind e I not be conrhdGed tom).Extend drain e to a -ELEVA nCN DA7lM A k . .. .fandatien drainage. ®2008 C'ectHen ArcNueca k,e. 10.Cadmclor to provide finished grade(flat does not create an excess of water drainage to adjacent WINDOW TYPE O abutters and that all andscaping is properly located within the owner's property.Contractor to follow eivn Engineer'. �n�s Proposed topography and coordinate all proposed changes in grade with Civil Engineer and - 11:Framing plans ore schematic in nature and should not be scaled. Insall all binding,bracing,slfflbacks, - DOOR NUMBER O etc-as required by the Building Code and in accordance with good framing practices and standards. .. _ .12 AN beams and headers are required proper posts under each end.Such posts shall extend directly down . to footing orfondation wag.Refer to plans for more deal - . 13.All wood fa comas withectoisconcrete must p Pressure tneatetl. ROOM NAME * MASTER smizooM . 14.All metal fasteners,ounnectors and supports in contact with pressure treated wood shag have a zinc rich . coating;G-185 for hot dipped galvanized Products or mki class 40 for electrogalvanized products. AND NUMBER . 15.Anchor bolts to be paced around the exterior of the building at no more man V-0^O.C.for two story - structures and no more than 4'-0'O.C.for strictures more than two stories.Anchor bogs are to be - looted no fess than 12 inches away from each comer and no less than 12 Inches from the end of each - WALL, FLOOR OR . - Woe section.Anchor bolts to be ASTM 307%inch diameter and 18 inches Ing with 2 inch hook.Provide ROOF TYPE u_-- R A 1 not fess than 2 bolts for each individual sill piece.All exterior frame walls are to be set on sill sealer. - '\/I p�I I t'1r'1 House. 16.Typical headers al all S'walls will be(2)2 x 10's with 21A inch blocking spaced at 24"o.c.,unless VVV V U'I U7 v]�j _ olthnrrise noletl, 1 SFEtT NA£mH2 . .. 17.Typical headers at all 4"wags wit be(2)2 x 10's with 14 inch Plywood blocking spaced at 24"o.c.,unless INTERIORoth . Use.wa hanger ELEVATION a AI 2 ._ELEVATION Commons 18.Use joist hangers a an flush beams and headers.(Consort Manufacturer of hangers on the application of hanger and load that hanger should be designed for.), � - NJMBl3t ' . 19.Install double joists under all Parallel partitions above,nless otherwise noted. 3 20.Insall double joists at each side of all openings;including stairwells,skyfights,chimneys,etc. " .. 21.AN moll rafters and trusses shag have tie downs. . . - 22 Due to variations n the natural thickness of stone,the actual thickness of the stone veneer may vary tram . 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 ... _. ease delat to allow for actual veneer thickness-Due to the variations mentioned a minimum bearing. North - _ An w to 6 inches at the footing te recommended.ailsamo � `Y 01 Lt t Andover - 23.All water fines located within exterior walls are to he insulated. - 24.Ag mechanical closets are to be insulated with fill thiclmew bad insulation.This includes interior,as well as,exterior walls.Mechanical closets doors shall be weatherstripped. 25.All wood exposed to extenor 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 exterior trim that is interrupted or Protrudes from the building ace such as:wood window caps,trim .. - found amurd entry dour,wind water able detail and etc,must have continuous metal flashing at top.All oors must proper at trim 27.All exexposed finished wrtaces,,error dinclding insulation materials,facings,vacap por barriers and breather papers shall have a flame spread of not more than 200 and a smoke density of not mom than 450. - /'� } Q 28.An foamed plastic shall be protected by h inch gypsum wallboard. General Notes 8r. N 29.Provide baffle vents at sloped rod rafter bays in order to maintain free air flow at insulation. �. - - 30.Insall crawl space veins along outside perimeter of crawl space whether indicated on drawings or not. '� The minimum total area of ventilating opening shall be not less than one square foot for each 150 sq.ft. Sym bOls O of crawl spare area,with one ventilating opening within 36 inches of each comet When the round surface is treated cath an appropriate vapor Darner,the teal cher from area maybe redWhen the to gr 111,500. 40.Provide fire stopping between each story,including between the basement and the first story and - sufhre is I space area.Ventilating openings shag be as even between the top story and attic.Provide draft slopping y spaced as possible around the crawl singed ceilings,dropped to mg fall concealed spaces penetrations al cove and O .. space to insure proper ventilation.Standard ventilation opening is 8"x 16'(.88 sq.R)All Openings shag Pipes,conduits,chimneys,pilings,at tops and bottoms of stair stringers and all penelratians of ducts, _ etc ED ARI, - - - - supplied with%Inch wire mesh screen and operable damper for adjustment of air flow. 41.Provide tempered safety glazing in the following lootins: _ 31.Basements and cellars not used as habitable,occupia spap shall be provided with a minimum of four sfidmg type,or awning type windows for every 7500 sq.R of floor area,or multiples thereof,and shalt be All�g and sliding doors,including fixed panels,sidelights and store doors. located,as near as practical,to provide cmss venb)ati im Alternately,mechanical ventilation may Enclosures surrounding tubs,showers,steam rooms,hot tubs and pools.This includes of fixed rV Provitletl• panels.doors and windows. 1 (� 32 Provide mechanical or natural ventilation for each separate attic area.For natural ventilated All glass which is within a 24 inch radius of ether vertical edge of a door in the closed position. b mintmum net free ventilation area shall be 1/300 of the floor area being ventilated when 50-80%of time the 42 Provide smoke detectors insufficient quantities and locations to meet requirements of the Building Code. ventilating area is located in the upper Portion of the roof and a!least 36 mrhes above eave vents-the Provide not less than one smoke detector an each floor,including basements and attics capable b0 remainder of ventilated area shall be provided of being inhabited. - p by eave or w at vents. y 33.Garages shag be separated from main house by a fire rated walls and ceiling;refer to plans. Provide one smoke detector in each betlroom- - FTO�1, C - _ _ 34.Provide access panels to each individual attic and crawl space.Attic access panels are to be a minimum Provide one smoke detector oke de each sleeping area in the of flu y of the bedrooms. _ ,b _ of 2T wide by 30"high to all attic areas and under eaves which are over T-0"Gear n height.Provide Provide TIG fess than one smoke detector far every area i S.F.vi Boor space. � j �H. - ��� crawl space access panels not less than 18"by 24'. Provide photo electric smoke detector if located less than 20 feet frm with a tub or shower. om either'a Kitchen or a - 35.M safes within a dwellmq nit shall be not less than 36 aches Gear in width and shall provide not be less 43.Provide carbon bathroom now'tle tletectors n sufficient quantities and locations to meet the requirements of the CJa than 6'-6-clear headroom.The maximum riser height is 8%inches and the minimum tread depth is 9 AL (J a H�C inches.Handrails shall be rovided on one side of stairs,mounted 36 inches above stair nosing and shall. Building Code. . inn uninterrupted the entire length of run;newel Posts m 9 gattisProvide not less Than one carbon monoxide detector on each Door,including basements and P Po may interrupt the railing at rums and antl'rngs. attics capable of being inhabited. -' 36.Railings at decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor. CALF Scale: Railings are to support a concentrated load of 200 floc acting in arty tlirection. Provide one urban monoxide within len feet of each sleeping area. - 37.AD interior and exterior ailing/guaro/baluslratle system shin be any dietl so foal a 4 inch sphere cannot 44.Combination smoke detector and carbon monoxide detectors may be installed so long as they have ISS Um/DRAWN BY Penetrate to the other side. Simulated voice and tone alarms the Geary distinguish between the two types of emergencies. QQ 38.Each bedroom above the first floor shall be equipped with an emergency egress window of no less than a Kitchen.or a Combination smoke detector and carbon monoxide detect is located less than 2D feet from ether _ U 3.3 sq.L The minimum clear opening of the window shall not be less than 20 inches and 24 inches in 45.Each bathroom and laileamom spwith all bee b or shower,shall De a photoelectric alarm. either direction. quipped with a mechanical exhaust fan vented to the exterior. REVISm/REVISED BY rMix 39.Provide draft stoppingFan shall exhaust-na i minimum,at 50 cfm if operated imennittenty or 20 cfm if continuously operated. in Roar and piing assemblies where open web joists are um orwherethe ceiling RefertExhaust vent termination to attics cr ether interior portions of the building are ern permitted. p. a suspended below floor framing.Draft stopping into area n ether's inch gypsum wallboard or 3/8 inch Plywood shah subdivide the concealed space into areas not expecting 7000 sq.tl 46.Refer to the energy cod review for'U'8."R'values of various areas and components and efficiency of the heating system.Any changes from what is indicated in the energy code review may nullify compliance with the energy code and require a new review and calwlations to be performed. 47.Moisture resistant gypsum wallboard shall be used throughout the bathrooms and similar damp locations -� except where the backer board is required.Tile backer board is required at all locations where file is indicated in the room finish schedule. _ 48.All exterior doors and windows shag be tested and labeled for energy,infiltration and pressure CAW.: pperformance.. JOB NO: SHEET NUMBER x AO . 1 O'Sullivan Architects, Inc Specifications for One and Two Family Residential P6re Projects D z e-.an and mala, m24' swops mtl°Mer arBanematel. t Ail nota eppy to Ms 1. Remove em lack aro or-Suitable wit:remove debris, dual'"wt P°rbaaar Proleet Be inches below fin' -hall b red Lumber.Provide members of size,grade and spacing slabs on grotla, Shatl Watle and 12 frons below loatings,faundatiorS end P,wl be.,it to U480.Engineered lumber framing m be inotalled in eccorda cs WlA W Defection - Mer m SECTION 1-t+gratw RegWn1v1g1ts 9. 11-W free draining Brawl.fin ua h.an Structures. sP .1 ons. • A G1.Th-eneral 4. C°mpg3on m be nut km than 95%meq 2. All major beams Shan have a mar man am+rers m the Plans'Deft 11.R 1.The imam of thisthe lawn and Plantng,maid dry 5%an in el buildings,Mumma ane lowing m°not less man 90% E Sub-Flooring; imam of X'deflection at fl design roeding. D.Wan rmenO1nm Cons-t Ownerer fa ep typo oar coverings, Iz _ mtl of flog coverings. ons far types e compek job,In e> a yon Me Contrac-ratl� mo"�ir°0 m m Peden D y,�o r y)p� accordance with ASTM D7557.method D. Order 1. Plywood:APA rated.3:•T8G oad C-0 intedq APA awl art Biu gm SECTION 10-SPECIALTIES ° motion otfl eedp and locations of wall coverings, providing an labor,rmaterias,mtl a antlor Submnbacarwe tesp,xyble far E p repulatiarS inxgsed OY local air P,nnufion corutrel agrpda 2 OSB:APA rated pyv/ . wane-like--tier. a'gi°1G°tm pe°0^^the DA Wolk M a complete and 1. Install h b F.Roof FremMg °�m0.Fxpaarte t.�'T8G gaud antl screwed m joists, xreweeto joists, A Rqq m drawing ISpeNfie locations and types w ay abs end sial fe ccs for erasion control,a n B.Re/ab ca etl meplxes P o etle specialty hems . '2 Tlis contract t}or avbmpleb ProjaL The Contractor matelot Subcontractors z F°deh Prada Mean Wope away hen all hmka,nues. °C°$erY.during qt t. GrthmWon"lumber.2 x10(dJ 16•os.,-las nobtl otherwise on the Plans. tractors Mren 3. .F"=_drams 8 rerzi, 9a m Wood burning fireplaces as indicated.lffdes m be vented m ezbla Prffew udi nm peavens.labor.t i 2. E+v9Maged timber:Provide members of size. oda mtl °9m0 manNecyrers smr,datl e-vmt doe mks wMavwte noted w by M and^bad D w net °°e.gym•ewipmed.ruchan s Shown and permanent minima^c 12 inches°I Gas '4 inch.cll;n pe°drwe°Pipe wrapped with filter fabric and a be Vmhetl a UOBO.Engineered lumber framing b b°irodaned imga-O'do wwdry manufacturersemsDeman shill eaany ro complete,me cc Sb khan a mown and a' gavel baaegl;m n mum MaPe i%, be lima . 3.CmtrtJ CahM+tt Daammts,An materials Man he new °°dim {. Guam'and dowrgpoutq_drain b a 4 inch minimum fight line tnonpel 3. a owT d shade.Conauh owner tar location C.Blinds m . oomg,e include Me aBreemmt dawinge,sPedficatioes antl an addenda mrnParatm prior- use wf spleen blocks a angnanva to fight fine. ara1e°) Coedit APubgd t°veriy Shan be fabricated by a bus manuflchaing company having doors, mecction-the a9reenga F.Exterior pawing: eserienoe.Trusses snag be designed to Mary,the lows impowe,a indieatm m man.of three mew darS,-it in D.Closet shat ,,P_pmmdetepoq, r m of bines and shades m be inst"Im-Mme d.05, These doammb nava been Prepared In ecmma,cp with me M°ssadnvsets State Bund^ 2.1. An g�W'W cgleete M be a-dr in d.3000 psi a°°°rtlarrce With oil applicable codes and ordinaees.Deltmossechim snail in LmnM m LOBS.Provih awe ore lbw°arm coot-aPm wee MeN shelving w an coat,domes,nnm and Pam ePwr 3l]One and Two Famd Dwenin 9 Code,Editian sways aro ro be 5 axis EnBineefs stamPad-swings far crimp buss E Bath acoessaries °r m G' Y 9 Cade.An wank shall be In wick with 8 z 6 LW.4rWI.4 w.wt Luer 6 inch GosetMwd try close. el 1. d and M-died,.Goat sate,wending randitieaMull be maintained w&a be, Ee Lug' O°1°g coda stone,compacted and-Yea minimum atrsh n! G.Row Sheathing: system lar review anis apprvvw by 0-and Arehioct 7. eorgut Ownerfor lotafioms mtl typo m bath aecessoria hxhudin t 5. include w'orme'd'liras-es m a¢kve Plrbhc salary. taAOi 1Y Wetemoa W,ap .3. Bdummgts wmgate pav'mg to he Class t.T I. PIYw•°a4 APA melee sheamin0.Epasa°1.APA C-0 pmgge4 eXtelw gymbrunch ai°�'holtlM•robe naola.tolet paper swan inclin L9own°ly�ane nn ' Men proal°°d°s eruct'a posMda Each tratl°sna0lryed and of 2 X•tlticlkylt-Brt,dgCwrse antl 1 X'�T 1 of Mass Ihghvray gpedgmyq¢Pwemert t°consist 2. OSB:APA rated sheathing.Exposure 1.Sle•TSG dY°'�°Y� 2 M at �°�h ic"On Process.AY m-emiat °°°rdmata their work m mirk °P Goatee of bimmuraws tmcge.$upbase m be 6 indy H.Exlmar Siding: giue°and n led bjoist4 row.weN medtta• replaced ° be good quality.Detective work shall be °�O 4. coy r'z'n'me°rxkatrw sone.mnpaded and coned. 1. Gapboarkt;Western Red Cear.Plan bwN.tleq vertical mdowres Retvro dawin for k,eati Owner regarding talars mtl Myl 8.,Site Voda The removed and B mkways m be wf mm 4 inn emeete win 6 v 6 W7.4XW1.4 w.w,f.over4 sum,Minium gravel of sed grain:%.x 8'nominal. endos-a ane m bet am,°,wnwh of ea An gs sits condmans s„ewp p,aa�#vied site and G Landscaping:baa.Walkway s,Ffaee m recoWe i'm-e ip brow-finish[ called O-an the dreWin F-zPOwhe Of 4%'ora q'pgee glacial. O ' s U L L I V A N �armd 11-EQUIPMENT -hall be bmkmg any ad W'P-WS b°CO1"° iar Wim ap adstin 2. Shaka:Whim cedar M,gra dear vee 1. All Should die ow mall be field verifiod t. Foul design by tenacone d stgne arLen 3. Vinyl Shang.CerminTee°Mam Sheer art equal,Exposure of 4`or as caned out an drawings. n &Ap n Consult Arm Owman fin more down o°apdianca mtl eau . SECTION B. Shotdd d'agePerei.be toand berate-Me-assn ander S°brormtra�' Archeed,and Gmgal Grtubacmr O AvnMlea Coordirnwe lamauape ekmant with Owner• A Ymyl sidin ar ane Mdn9 type a seledm Om,q a Ard,itect 0.E ' theW,spedfaanore oral coda.Me Mowing span be Me H.DO anAg nCail aur 'ed iim antl type ori Ion-alloy a wne rC MOS w clarification h ch.V me code shall weNa an ypeaTiap°°s,aw me spedncalwat Shan wemWe t. Provide and nunibin 1.Exterior Tmrc on t. R r„mt lea anis � aaiPme„appliances. PPwim mew„ p z eoam,we aSllman m e 9. At thud at each work �n�6' emenng me awa6ats q d�m InPay annev°and d" 1. Geis SECTION 12_FURNISHINGS t (S _ ARCHITECTS, INC. mwedaew mat they tlo nes epee deenew woe areactrubbbh antl ccomnaUm debris early nehxe,Stare Pars-the welt 1$P°w m l water ham every Source z Avoid p'"e bim s¢a m indcated on Me drawings, A Cabines;Coordinate sgem"or,of tmainees and p AR 'DESIGN•F4ANNING .10.A rrlvdmum w Packets M Papers ar Ater compatible-waves SECTION 3_CONCRETE ranaeg-m irn lmgtrs less the fi'd.ern man lima to he propery prrMed w SmoothB.Cemtgtops Cpadimwe locations and types of different cortntq m 201 EDGEWATER SU(yE 216 two -t'7-h- zfin9 nerami aeeared appeanaraw. Painted him has ' Bangor alma sae al out Me work sea M � A Concrete: � J.Heavy Timber Conmuction: SECTION ti-MECHANICAL untlertaken m Luh' oflf an op'an nesarSePr°hared In me event mat oparaboa are 1. An calcrob s t°be 3WO pal 28 tlay ro 1. Tmbw Post and beam m by sales s4ucaral Daugla Flr.n°.2-baser. SYSTEMS almat Luta-Owner. , conard[with the Owner,describing tlevkp o essential,me Subcontradan-lnan mdtiva are allowed. °mG O Str°°Bth,pvg6 frim mud 2. Timber trim to be Idln dile°,sella A.Heati a Venti�ar o A C did Owner may regime addtian" gee drcorrSlances neoeshatmg the device.The 2. Cavae in °aA°•co°'p acted grovel nil No K Fns CanperntrY grade cedar. Memmnw systa e t be Perm m a De-lgnlBund bast,Work Shan consist of furnishing and'°nstaling a 11.Conwuttian MeuldnS getaupora-hehhe deems lid 5:00 y, mages Per anis 1 Portia and steps exposed tome weather m be 35D0 psi 1. Bae Boanf a Casing:Clear Malar compete mectoankal system forme mare buimIn SETTS Of BW Tet(781)248-1667 Font()87)246-7883 3. Cure Ovals and Mays yyvvW.GyUfgyem�,ltg Cpm Friday,hours Me Owner I'd"N m T,00 am or almtl beyontl SAO pert Mwdaymu. B.Conaeb F oar ACI 31B-83, pane or Poplar, 9 consiPMg of but not limited ro the flowing: wmim,B nous, eYtlKKM having l-isdiman hs approved ezmmdvd 1. F COAs a Foofingc 3: Cusum W N.p p ootl M sdW wood ed Paukted 1. All work 4 m be instslletl m ecepreaue Wim the requkemmts lime S-te Pmmbin Tr ootivhgs sem sin- 9e. 2 Furnish-it mriWt B. Schedule: unvisMbed son aid below fioP lwel 48' nminwum,be, stmdara. CamWctestpmhwpotlwp tk Ps nldlcated an Aawings.-healing AVN premi-n omen mated°Isa swv�cod quip' o°°.�regi - Contractor shall verify sal bearing capacity,Footings ( Inches' grade),The gialily cerium tat mhthe,ducMmlt hula" �aneGa Codes W4 da»,oua°°°'a, qum to de an average arcual ronperayre •°MB°r8°t PlDIng and +eie.rd.e� a•Pwwt Foie: 4Size antlfinall w0^"yr°hm'md bar kdwwaad and Ovide a nutter,m,alena: f m keYw'aY.ProuiOe urd r w,ere m be 2O'X rig. 4. Stays:Iatan stairs,railings,balusoada and oma mm as indmaled m me-awipBr, 3. Note:Provided a anmese layo itm of systems by MCMani®1 Conbattar. a p-of 75 tlegrea Rwww arraprvdwvem py cawsro ccheplete tap P*ojgn Anow dart(ar 2 tepfi t nave R) caroorfootage N°°ss note°°t1G1`�C.Top w( with chav win be PmoNdm ro me Owner aid Arcigvd upon away of me 0" SmP datings il be a W e 10 i 1 he solo an norm will be used she wintlows will node a rnt"n."nv veWeaasgnge�C e a that cril the-mars effiomcy _ Pwt.w Freh4,i1•o contract Flow man will be 3. Foundation welt octose tO hJvs 3nartaantaL BECTON 7-THERMAL AND MOISTURE PROTECTION Pw.mwIbn ot� mArMNtvaem bhc W W m+rd,:.Wrwr C.T1.The Carer-torannyafractrbyrequeM o(the OwnerandArmhad. mtl at bottom-foundation wens. thinkumea-ad otherwise Provide n-less man(2)B{mbar w t �A DwrPwaafing and Wenerproofin abwlute maimum allowed _ sdie D2006 D9kxlivan t. The Cmtrmtwr andlor Shbcontrac,arail lot l - {. Ilnrgmattd faakatian wall shay °p I. Install brovmMoa OamPpreoifivi grade Mals DamPProofing to be A. E-itau M taaaem-M energy eadps of Ma 1-est ddUoru eAdicable ttootMu er tem used will meq -0=av krstanaam Slid operackm and sham 59dly the ane m e-Owner ince•°�nmea,em to 5. N°mh and block ll,fas m wall as requaed for beam pockes,rbn'"h'ek enretl nn. 2 Cherreeal t��q equal.Install band over all eanpPmoled sudacas Prior to b Jk 6B, 5. Pestle testing.be a swiferad.Z­balgmdng,ea antl Co°rOnek Omer zon rg win Owner or Archhea. D.GuarTh els.Wanrantes,MIN Mawel. W°bng Ona ro arm over- 8. Embed mahaW�fasteners,data em.into co merete as required.anelres,em. Ins-n were g membrane on walls and deck-a Indicated Follow manufacturers ir,sbnncti 13.Plumbing GeneraF Pmuts as requhed by 9wemin8 agenda in base hid C.Comecon Slabs m pacific✓mdiotia,s.W,R Gr- 'Bihdh-e'Ione°f oblate are mos-tions,Ion Plumbin _ 1. �teubmnMardap MMA fawiee me Owner with al Guarantees,w'arnmbes,apgafilm and I. �M8b---we-labs are m he not las Man 4 k Jia thick with 6%e- B.Bun Rger m Ener ar WaL B-Y'+ -°re to be Perf nnw an e D . eaa,uct-me at-ntgappe W7.{z WIA welded wire 9Y Coale review antl far tompleba,Lusk eql System fa Me inline buldng maseeing of but r"h'An-'d" 'doe mll''m"Wlim g and ht Wing a E Duality1. �; prwMed with an equipment In me projeM. 2 mono 6 and Polyethylene vaPar boner umgen an tabs, 2 Insg0 perimew1°gid it-ladan v ere mtlaated.RRb"d nsu flan"is o,b asbadwnm at"crane gaps, 2 F m be bhsmlled In acardance with Me mpriemms of the State Plumbing fallowg . quality cartral Luer auDOrk of 3. Floor slaps-have Shan trwweled malt,. Cnenc"'Styrofoam'or equal _ _ extrutlee PdYrtYrone•Dow blur�' instal I an Plumbing a _ - mtl wergmahy,p m produce Lusk bl y�p1pdUCta' site conditions � D.Reinforcing Steel: 3. Fiberglass thermal vsulatian. imulafian,n°argdrains em..m Prwlee a coned . . 3. Coney in ua With manuhmags ktsmclt mis inducing 1. ReMtorpn9 Weer m meq ASTM A-815.talent revmans wnh a Install uvdattd fibergiess baa Nn widM al sWdfds-sept C.P3. . 3. Should vr,anwacyrgs' vhqudmg each step in sequence. apdemental "ane and layout Of system by RumbinB Cantradw.�O wmalorug •waste,vel gas Cops. _ mmuctioa con8v win,Contract Damcuwatwmms ar eeNwa from goad be GR�O;a5 mtl urger bars to be GROA r°q°henims. Md ane P4 arae ro h. Ins-114 mol polyethylene vapor barna an conditioned SPattcagd of all 1, SanitaryW ye 4. Cam specifiod Stantlara ss on ham quer and Ard"ect aefare Proceedin 2. Provide Y3 Z-eAR sescgs 24'O.C.cam oda for all cane bVinwdtp be continuous cacao surfatt of insulation with W jvivs and fiberglass bates.Vapor 2: Gas °mete 40 PVC DWV(Drain Waste Vale) . Y ear wells having ndmw-g seal in both Ix Pmetratioa-peal antl Piping vvaipht black sed an strintlmt tolerance.coda ar eped'led num aread lar M°way except when more g' SECTION 4_MASONRY Piping - . InstalM yInsulation, 3. Wale RPmB(abon proud tlomestit cold,hot.and hot wakr hem)-copper phase wtabromslup re4miramene indtate highgatanearey a mere. 0.Cavae Blocks, d Maintain sea mews to rovide rewke4-flat am Mope°ceBr`M oils n9 with wnugM temper sgderjointlype.97/•3 sweat fdtbh Type 7'front draw-cpppq 5. Phan requlre4 proper airflow et inswation In clings and tools,i,Pall bat°etas °p°tlartls 816.22•B16.19 and 816.8a respectively, B eomonring to ASTM spec 8-88•ANSI W Pgwmr amanfied to Produce concrete 6. Senee products io a Place with Positive anchorage "p dl spgJfied wafity. 2 Provide Balvance4 esdtlq I°asonry ape(CMU).16'X C r 8'a w othgsca a 4. Auaxusfie I b ti .ushc" 4. An sgdq ink 'c Maier syWen Wil be lead-thea and mal wmorm pian r Be eavices designed antl sired ho B.Brite type hor¢adal rewforecmem a nPurea rcgkvnod. mstdafim aro,rtq an batnoorts, withstand stresses and,vmrefion wiaeul mblng Cage. eq,eremens m the F.Submntalr. Physical dsmrtim adsnB-emmt 1. Units a Selected by°wnq.Mason- b. Refer m drawings5. Flashing-aµsheet lead�wnlay . Prwitla steel nntei;tack tion ref'rh C.FrtePa for other locatans to receive acoustic Insulation. D.Plumbing F°dmes_ vent.16 G.0.GaWaxred far flues or preformed neoprene boat Meeting House 1. The suba-aws's Man provide samples m the Droner a - f°when B angle me acseswrta as �1°g Ma rat own lar mwh Metall. Tradficatiams. rewaetl by the dawinBs nod 2 Brite Veneer,Provide atljiahble les at 16•o.e.and"do 1. Insgp mesroPPM9 sound l wiling.conduh,dPMB.damask and otherrate E General m er�f rrk to be inducted in Co°oadars baw bid 2 Tmrade mumla ot sPedfie manufxyrers SMv'fretl hmeIn are used a a basis far design btlww antl above gromd appllcatians weep mala w24•o.e.Ute spednm matte'lar 9ars9a walls antl between Poor levels dila gungy dosed 3. Appy t5 m.Wilde Prawde 1 inn minimum airspace agween brick end sheathing. 2. Prosdtle at=eaaria a required-, Peretratims o1 terse perm ..°ns• 2. Cameeen Berw°r. .when Submbdoa of Prodx4 by abler manufacturers g PaPin averwood sheahnnB lean SM.laminated ed;Bio Frteshieltl produce or B of tlishwalner(s)arid garbage eisposal(s. Electra-bytheOws,erandArU,itea may be-male apgringsoralwbottomofbndkcavity. . aspnall/rspPgflashingLueran D'AsphImesi;ngleRowfing glUal. 3. Rough far wash-(-)Wile WWI box. ) Commons G.Tanupgay FJechidy, - C.Brick and Stone Veneta t. Imstsi,architecture, 4. Ga antl vee to aueicte for dyerfeJ. .. 7. Provide panaale generators or awed ro ,. Brick sod stake alar.finis^.yep and texbne a2 t°be select- edar a seledm �sningla.250Ib..Clas-A'shkmye 3D year r rirmm wamamy.Type.s yle and 5. Frost proof WII end¢:-Yana-one on each Sides-mane. 2. Ro ler 1 disrupt goners nee Pawq aevie.pwwq epaumptm Z pad paving mutat ry ova and heatlers as�a Anemshy Provide Fracas,mhage,dessetl Siwhe q 3. InstYl ridge�v'no 1 antl hip vans where emdote4 7. 75 gm.Waq heater(S)with mamaDue d TP vaha v _ Power outlee fa requoperoir t5 wink birch wiling and dabbution 3. Irlso n uP' 4. Instar 36 Mei wide W R.Greco•V 8. t'coPPer Waller service(minimum size) box rn vu a ower cora a requvad lustable owe•tall We fie.Heckman,3151316 or )'car ke end Water SMeld'w l ewes,tmmrea on illi ver 9' Ga SGML m each (amity size w/owner) . 3. P e..Procla serum-ro sya ar pyWcotl sheaMin equal,w 16'o.q each way.Arrchars b be intellections Of tools and Walt. leys and at l app,ia,ce,mtl piece awl equipment as required. k'Terrpaary Meu4 °reY be utif¢etl drtinp caShudart abode Dome 8' m`V°pe hca at 24-o.e Uav sped6m m°rtarfgbtloW tact 5. Provitle 26 9aupe prefinslnetl alurdwrp '0.P•smedW a 40 PVC DW V m sanit-y sewer pr sepal tank wlumevm P rppGcat°r a er woo 1 Indo d'q,edge w"I ewes end rakes. ping t°huwdmers,steam showersmtl-a, ept.wk. Spoke, 1. Fawmtearn rary heat devices aveyhirm bnualrupin spedflod conifin for 4' 150bumIn9 pap-averWcody.D ng.Undul'e�yngpyb mtl ^ E Flashing 12 Prwi°e to ralcfes mem ho IS . cammuman.openborts.Permanent building hemrp SYMMSS prey ore used during D.Gina bloat gs and at bottom at bmick°T'M.Do not Pu,mee flashing. aphayco B Luer a0 1. Provide,and ober roof aluminum Provide 20 gage ficaning neswq l lows,windows a°Mer wall openings:w roof wall intersedow, eguired by governing agencies in base bid . ..- Priam°pehem-penna°mt ladfitia tar I. N°ndoad bearing units selected by°amq.Pdsb . lnM",Pep flashing w"I interseKnaw of not mtl prick a maarny. . mtlafion is operation tGmP°r Y healing Papp. ,vel(Y Mat sPedfiotorra argil Coming Corp.Ca equy.iadflanm per nrmnldd-ars 3. Install-gal gating at ml valleys. r.{- Prodde sod pay fear mfiga,main equipmemls Wbmated sod finers are in dace. E.Mortar .4. Instill t6 aL co .. North Andover corgnrned /. ASTM G270 T S I roC 1 Pat ttmmt C- S. Provide copper paper or i6 or.leatl coated coPPer Where indi®Re L paR an,regularedaegnmtq Rigs and wmna YPa ( 150)-y. r°emb.rvewlPressure treat-lumber 3. Maintain approlm rtinimum te 2''�°ype 5'nwrtar above ground she type•M mover below 9raund�(C•217)4 Pas sed(6.144) F.SO atants .-I. Temporary Vmtilatimt. °1PO ss reconang,ded by mmulamvec G:Thin Bre# ,. Appy seamnts ro atl. . t. Vmn,we encased .1..Units eelect"awnq.•Mnaftea' renals.A pins:reams and Mtersec6orS,bath interior antl eMe im.and between d'' SECTION 16-ELECTRICAL SYSTEMS . area a tequhetl Mabler-Mad drag of msumals.ro disperse spedicatiorq hdq•4�a^k W.or equal,ivnstaq in°ccordanee PPy sewmt arountl all Pmetralions of exterior awls.anound an Plumbing be Reyna antl aw A G°n°rq: J. Temporary SaniWy,Feefdi acaumuptiars m dust fumes,vapors or gases with couplers antl walls. ' 'namdacyrers 2 .=,t smfent acoeswna sum a backer nes, colecoiak Mems ore to be parformetl an a Desi y °S BECDON 5-METAL$ 3. One Pat NOnacd Halog Silicone:Jdus in corheete eateriar' °mdse memaniraw syWem fpr the mare eri1 l°�ld basis,Work shall ratr'ia m furnishing and inaalGng a 1. Provide me maintain required tadfities and endosvasq (Nat far use in joine to be field lortos-wintloW 1. All Mark s t°be ehsrolled hn aecortlantt wit them"g°l but not firtitm to Me blowing p„ K.Beware A Strueyrsl Steel - paintedl. hares.wlfits,eeNngs,em. apdiobk edition of Me Nation"Electric Code. I. Rovide borders a req,ui ed b 1. Simel it beams Shan meet ASTM A-36,IweP reviMms 4' goo-part PalYwmtle:Hor2mal joint in raneee and all harRonbl 2• Furnish and hmsung all wiring,Panel adzes,dreuit breakers.awi s-ir o he Nmd .N.t for Owners are of she she Prevent dnauM°r¢ed entry m°onm pz areas,b law 2' Sbumrtal pipe cokurrrcts wan meet ASTM A53,latest revisions 5, One-part Mildew resistant S tat ni ceramic file,all interior.. joins in saving kubject IS loot ren electrical sywem Size is a.etc.,for a complete . S. Pigmented small joint sealant Far.. Mme subject to mama tralfie 9 from em-1B melitla and a 3. Provide fans an interior Mae ot exlerror waft mo men m be ca iJuOe ter hone and cable televm'o�c•I aY�q •a q'gGCtr�I eanhacmr.Cantrat,at Shan .kn cormmuddwaid,fiorrs. dfacmtproPgties from damage � un��eatl cdurm minor borism snow la mj,rshr,etrnmtl ghnable seaprtt take°with W^°9 from meetb a,rtiees . O L liotc yon m iiMletl work .4. AlMlmtynmmm m doe attg cram-.Arhtna baa Imgndi an embedment g.instal,°ou°um 1-n°°_ •°'eMic=11moMatm i t seals t Gen Nmsdebm. per IOcai auMonnIs having Specifi7. .3. CoantlMwe laafions of rkiroha,res 1. eespedal ala°enmttAas Standard machine bas, ' G.Exterior lnsuption and Fm"rsh SyPem fE1FB): eral purpose intmor sealant/arjoinebreceive pairtlgsfinish. edWes,doonen, cations h dote tie wfige!;uedned e,indmvidual sppdfrtatim sRnars me where 5. All clear famga b°inatle wrti sits° 1. Install`PB EIFS S 4. Provitle tests.tea me permits a re aPPnanca ane Omer devita with . nk t q a type a ink Oasitim m be wmgable m ora,madding beams she cdurr�,wan receive a shop qual B:Materials. by Bovemin Owner. n 2 Prohibit tmfic or Storage ar Mak coAm°cSdn P O=damage. ngtl Wtla mWl be 9mmd amooM mtl meal wit a applied trust inniaitve primer. An mecnanicallY fPsterretl emm�agaez a e sysmrts from Oryvit°r Sm.System to c„IM°f Rouse wr g required g agencies in arae bid. O rpromm m^°fee surfaces.V4hm ireNc a°cbvitY t 6. All joist hangers m be Standard h.W.III on nStinybdva coating- Follow manufaeyrers type insulation bead,reinmrtung mesh and cememtifous firis Soae.p', '1. Wring_ eceaay,°ami,macro specificab,ns fa Preps hon and appncofion. coop-throughout O ° recommendations far Protection from watevdwofin9 or roofing 7. F s Simpson ZMAX fine°r Struma" giYg°metal. Z Supply nashin9s,starter tracks and Omer accessma required. breakers-G E mamwammg, ofirrg m"crier Caaeaas Triple Zink rated G785 ham 3. Finish.awl°r mtl Pnfiks a ind�catetl an me bawin 3. Swhd,a-7evd \Nr 1 Prance a d hh I al of uteh seas. B.Ardvrw+ gas-all Pressure hewn BS and as selectetl by Owner andArrduteeL 4. Fauna-re er iso"•a Westinghouse,ar goal M.Meintmmce and hmoyal of h"des,f yna m°commis Mebls 5. Tete f t emmule anmpmns. 1. Maimmt hi temporay servka}q '1' cl viii memininesnaa Wua be r>t,mrthu it SECTION B-pOORS AND WINDOWS phone mddam.rrdrrin 2P"r wiring V - 2 Remove te q ip til Pemanmt servicer ah available. -tlesg°s ndiolm In mew by or°1es111C^a i;w ble,a Josey a possible. A Doors S. Cable T.V.-coarial tabic(madmum CATS MAuPry Ardheea ar Owner for additional pair options.) nporsy abode g.tla utilda,equipment faoyp'a and materiwe prior- cowultataa MM aelsmen it IA M I°G4B°t provide,tlaign selecpm shall Da made by Owner in 1. Fxteria Dwain;Re�(m _ 7. Saenhy system-tonydt ownnrfa cw°dwd) �+ waataand completion itdmge caufien' 2 All Luau Wall be dime in a RalesMorrel 2 M extmor tlaors shoultl bear"nimum•t1'val S PI Idp"M a>nntl tumor. 8' Audi°and video Pre•vrilmg(8 required) C /1 3. Geon and repair damage ranused by ins-aorta q ap of le manner wfm tght fie.me mgla and secure anchorage a7Warve-Mmwll owner Iq pre�vap(8 required) 'L E A Mehl/ '3 4. Restore Fmwrmmt fadldes Seta °p°rarY work metro Iabrftation Mems mut he ground smoam antl cowed with a est bmibitve pnmq. gC'Al lemots Submitted with the Wildm9 Perms et6 mergyt"caatien and report Altawrmees: J` O. Allowances d of Ih to strumdn m s➢eofied co°dam, 3. Interior moors:Pre-Hong Lund wwm or mepl Kama a noted.Refer m plans for sizer and types, C°nwn Owner to eebrmine•band on overt budget /� N 7. Refg m allowance son BECTON 6-Wppp AND PLASTICS d. Garage Doors: Refer 10 plans for rtra,Ovemeatl Doo C° Bek Me allowable coal IV leets need below.Insert adddonal �l �� Schedule w me of mese sprfcfitatiaq. g general; 5. Hardware:Selection of tloor mtl n I m equal,InStall t8°rs t required.() P.C1. and PO inti. A.Wood hamin cabinet hertlwah b won Pawq erwpr. J 1. Cul existin 1..tan dimensional framing lumber wan be mess _ aryl,and mra/dyo/heNwere..Canf.cor m h-key°I)I°*tory I'.Cnon of't o a�Bea°bout A�ritls�nB t �' k•r 9 comm yon a required in amq m axammmwa new wprk aximmn moishxe rsmeta lumber Nl hwege fibs wpess in bed ng`Far'a etter, inVed ihan 95p °Lunar wdh fnree sits of keys, 1. I'd Shall"em. Y Z Parch exmtn tahm-Aon a re"We°Malec new w°rlt blend°Id amd new work to obtain a siestas motluus al Nash B.WSntlows; p/ovida the 2 Sotl. O appear IS 2 Allen eared mY`E'PnotlessMm 1,200,000 pal. ^oda 1. Referro 3. Praviee le tin comber shoal be•Mio00am'LVL 11-Zated vmegl--tier,•P dims fa sea and ypm.An window as t 3- Trees wi e,Jmub, 'L7 °paac 9shn'ba m0 Protection from elements; Mmber)arm Tmubermmd•am T ) analis-'PSL(PaalIN-mtl 2 All windows and tloors wish glas nhpottl reflex Me M to be Insulated glass wBn low.ecoaung. 5. Pa .PaOos,bartlers,em.) _ 4Salvage ezthn9 cprrsthayvn a deeded. end°^g°in4 tmstrucfiaa oust Jo'¢t TJI/Pro•Silent Floor S 11 run°aP S7 D.Co.ordinwm enstalanon P engimeeree lumber produda er ebricafioa shl yvem'mandampad by Truss Joist with the bulding permit ° %calculation mtl rep _ assachusets coq an wbmtt I . CoaoInwe me W. including P cations. t»m°csatlmce Mita ngnura anew C.MirtorG ed °Ot.spa mtl lamehr O yO wbcontrOdprs. Bout mat On m,me.of I sod elemica,Maar and me amq 3. An yon n and ratter Sizes and 1. u•polthm plate d t� f-i a we me rtWallation q memanieal and N laact min"w""Peary. spacing sial mm(a ev°°ed me mnnimum local building koala r ass minors.Field meawre and install with both memmical f - D.Entry b H I,,-,: •f 1 m Bested ar dmwmltp 7ahke Cwmatmr Shan b f mastic alone i9 not atmers mtl mastic.Una espo Tie f ° �work will be resfiicred, 1. An wood In ccntact Wim con eguiremerues for An cion pf,Zt a4 E.Wall ewerMgs: r '71 ads and smm"es. or rsardnatinB tratlea,sequmta,meas and aerie or mawnry awl be pressure treab4 2. Cwwi inate Me work°f all traces and wit cavae 5. An exposed training m remain unfi ism d(deck¢)ro be pressure hewed unless °tiy Arclat of any ddomnes tl,w may nodns e OcOurreust be updated ins etl�ro alta ane°�calcination .Contractor S to F.Wall y System: _ Ly' and Cmeactors, being DMamod by ane Owns ardme Owners cmcultmm omgwee, rPaaBcaly Inflated G.Counter Taps •�9 fi. Provide blaebn, AECTON B- H:Roaring; 1 ��,M1 A 3. The Contratmr Mull Obtain an necessary pence and tcohinak 61octd, 9 aradng and stilmaW es regared,w+,emq 0. 1. requiem McPectioa. 9 and framing under all be sod Z= extend^ a�fically indxaled or at IW-11 solid GYPwm;FINISHES United S W Gypw p own through m(USG)or swat S A - ;C e: Vr SECTION 2-SITE WORK paces. giv Mnucnure,IncWdrhg intevtAfial Hoar X G.W-B.at"I Mtena wrists,us°Type•X•fire.ted won _d w Gare g O A SPk Repro 7. Protide metal scam bredrug an sperms o(dimgmsional ember Lug 10'47'fl in spat rwisbee raiStant type wlboartl in all bothrpoms.Use cement biker boatl as wpm�ate-Its. ort.s U 1. Pw`wm TS tests taw dalemine°"I ype and bearing ma°derb5a e. OSB(Oriented tSa,e boad wr wwq Ba 2 Conwh Owner mtl ArdMea t cal blain e:tena Grade.X inch Mick min.,glued m°rtl'I:kmrot ar exceetl CARO NER 108 tot APA mletl sheathing, showers ane bathybs.Mud 8 - it 2 atemwe:veneer PIaPq wade an jdne and finish smooM In°taxerrel IS UES/DRAWN BY B.P 1. I water ampPly and 9 cPPanY t tlren 3000 9. All-cathing Shall be spm rated B.Paint Furlow menu wp"m mal fblueb°a°)•1/8'minimum micbnes, san�tery sywems. pal 10.Framin sPaau9 Of tool,floor or wan framing a to be selected f°aL'ars rerommandafi°re for pre aration and aPPbcmwr,s m ea . a 1. Install syStara In aetaroance wth B connectors,j0"y hmgers,pot base anchors,em,shl be•Si aPPTcable by Owner.Prior ro sanding. P Mt end stator.Colors ore a--a.Local•6mte and Fugal nepwremms, shall be par man-actrmers spedncanms, nansen•.-Teco•,or equal.InSpllatial and punted.and weather con favorably tee all aflPcas an pronely prepaed caulked,sanded,nail heads set O 2. CO sampry vieW l In'Ce shown on°PPvwm uefdes Plan. S. Well Framing .1. FxlmoOu- Paiwng, OZ 3. Contractor ro eW Iweral lin Placement for Positive dairape,antl coortnnwe with eta elm.Grterh Owner ane Architect. 1. Etedar Walt:2 x 6 studs 16`o.c Wood(stain):2 cows st"n;Olympic or equal. REVISED REVISED BY .� 4 St°Clearing: 2 Intens Walt;2 r d eyes 18'o.e.,unless mervvine notaUtlan Pla+m. . ��� C.Wan SneString WO°tl(Peart):1 caw xnylit Primer.2 coal semi-ploa acrylic Iwex',ICI 0] 1. Protea arty trees tl®gmwed y rgn"n cam Mte and nmw0 ori v 1. Walls APA like sheath' c. Mqw;t coat rust inhlbmve primer,2 coats eg9snen alkyd enameh ICI Poral a equal, d avtlMe.Remove awl tlepds m epetanon from ova witrin Me bdidgn °hg.Exp°wre 7.APA C-0 asonvy:,coat Paint aeau". Instl °a'y excars al S fill nwpn"kaon tap ane. g 2 OSB:APA.teo steaming.Ex Plugged,ezteda Slur,X'tudt' �' M acrylic bon P bay b"es and Mfr lento riot evoWon tantral angx 3, All POwre 1.1T TSG pl d and nailed. EFS(Exlena Imxulation Fm S °r 2 m m:Men flaw acykc Iver,ICI paint or 3. No burning of cleared and 'aY•dunng commstiuctian. Wan breathing ls t°bocover-with al�Innlhatio n bamlg,T k a 2 Inioria ) acemers'pnemced po equal. mortise material be wlOwm, yve equal. lymer finish. -_- O le9any d.Wose of materials oK sine. DhP°''°ot mw ste.Transport ane Medal B•scrap,rmronry veneer,ate.) Priar b installing final daednB GYPsum Wallboard;Moat Intax a elan alF D.Floor Framng;(Siding. primer,2 coat flaw labx,ICI Paint a ewal, b. Ain dwark(Spin):t coat Pain:MmWax a equal;1 coat Lundinstem --�� �•�-�� 1. Dimensional ember.2 z 10 1fi•os„mica noted omerv,iw on dams. Poyurethme. g sealer•2 coa¢water based a Woodwork(paint):tcoat Oil based Primer Or Mita eequgundercoat-2coat semi-glom mama;ICI Paint ar equal. JOB NO: J1��7 b. Metal:1 coed acrylic Primer.2 cons im on alkyd mama. _ C.Floor cov VmW Consult Owner far specific epee of floor coverings. �C SHEET NUMBER L A0 .2 DOOI? SCHEDULE N-MEIM TYPE MAIL WIDTH HEIGHT THICK REMARKS DI ENTRY MTLJINSLUI- 3•-O' 6•-8' 15/4 4 PAPE WOOD W/7 SIDELIGHT 0. WOOD D2 DSWING WOOD (D 7-0' 6-8' 13/4 - D3 ENTRY MTL/INSLL 3'-O' 6'-8' 1 3/8' 20 MIN RATED W/SELF-CLOSING HINGES 04 GARAGE MTL/INSLL 16-O• 8•-0' HIT KETAL OVERHEAD DOOR W/CLOSER 05 DEL SWING WOOD 07-6 G-8• 1 3/1217 D6 SWING WOOD 7-8' 6-8' 13/8" D7 SLIDER MTL/INSLI- &-a 6-8' 13/8' FOOTING NOTES D6 I SWING I WOOD 7-4' 6'-8' 1 13/8- ! I. ANY WOOD IN CONTACT W/CON_MUST Be P.T. 'M-O• 2Z-O' 27-0' 2. PROVIDE T-10'CONCRETE POLR.(SEE SECTIONS) 44'-0' 2 O I S U L L I V A N 3. TOP OF MAIN FOLNOATION WALL ASSIIMED TOHoa-001::: 27-0• 2Z-D• ARCHITECTS, I N C. 4. FOOTING ELEVATIONS REPRESENT A MIN ALLO DEPTH ALL FOOTINGS M_GT BE PLACED ON FVC 7 I3'-10' 6'-0' 6'-O' 5'-0' 5'-0' IT CIA CONCRETE SOIL OR CO�NACTED FILL B r IN NO CASE THAN ARCHffECTURE rDE51GN.PLANNING A B FILL®—STl-E FROST LINE OEPM W-O'MR•D(CONTRACTO TO A B TO LPICISTLIREED VERIFY SOIL COPDI110N5 ISDER ALL FOOTINGS) ^� 201 WAKEFIELD.ATERDRIVE.SUITE SOIL MASSACHUSETTS01880 (TTP) _______________ W/6X6 PT.CCI-1W4N5 I I •e Tel(781)246-1667 Fax:(781)248-1683 �----------- -- ----------� ---____ h -- ---I vvvvw.osullivanarchitects.com I T.O.FOL.T•D. I 4'-O'MO. 3-0' STNS TO r1»m era.�nP ar�4 sw.cntanorn were Reeerm 'An0E2SEN•2817 WAll.EL I I GRADE(DE:TH2MI E Iv uu et 1ne locawn lnacelen Prcin:onon ere BASEMENT SASH WITH IOO'-O' LOCATIONS IN FIfl.07 M.se ae.uesay nmuee l4 ve ievnmee aeemn Reux ar rePwlcnan ev my meln4q M arae �I I AREAWAY AS REO'D 1 I ----- ~ O I PRECAST COW. or hoerLavohxneo wn7rwA aw wnoen I (TYP.)(G.C.TO I I I I ly}• I 81JO-EAD E STEPS. wrm�an n os.awen Arv.leca,rc I I DETERMINE LOCATIONS I I I 1 r---1 I O 7-' 3'- ITH T-O'INT.DOOR. 0 2006 OS011ivan A,Ohila W Ino, 'F I N FIEiD) I I I BEDROOM DEC'DE GG ro DETERMINE I I i I a I W'C WONCRtZEO 40F I IS'-B'X IT-3' 1I7-0'X I '-0'e STEPS. O LOCATION W FIELD. I v I 1 A PRECAST CONIC.CONT.C PID DCL) I I I W1�-0 INT.DOOR. �I G.C.TO DETERMINE -r--, rLOCATION IN FIELD. b <I I 1 _______ ____ R� PANTR L ______ _________ -- -- mW.LALLY I . ITH TOP TMoc�r w Fo rn. 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S LE As Noted THING WITH AIR UNDER SIDING l t I I ~I ^ ^ ^% IS4UEO/DRAWN BY WITH AIR INFILTRATION BARRIER E O LEDGER �'�N r r l 'a. > \ LIMESTONE C EXTERIOR SIDING IX WOOD TRIM ,1 METAL FLASHING I 1 n` _ FLOOR FRAMING 8/,4/06 E P.T.5/4 DECK I IJ SEE FRAMING ASPHALT SHINE ES OVER P.T.5/4 DECK BOARDS PLANS O ICE AND WATER SatELD ON U ` BOARDS BRICK�� : _ •I I 'J `J REVISED/REVISED BY (,) WOOD SWEATHNG _ In' ( _ FACED / _ 221(07 A ALTERNATE METAL ROOFING j / PFL(JSH SEP F2AMINIG l // - ✓ .}; I,f' n I C I� P.T.2X4 ILL O - , O -'. P.T.JOISTS �,i FLOOR FRAMING � / , �/4�>' J 6-' �4- A-AIR SPACE METAL DRIP EDGE WITH BATT INISLL, �). ' (J (2)v5 RE BAR AT P.T.DECK JOISTCN R REFER TO PLANS - TOP OF WALL FRAMING JOIST HA 14 / IX3 TRIM ON J ( EXTERIOR t 1 1 ?^� IXB TRIM / P.T.2X10 LEDGER '� l2)n5 REBAR AT //% ='j �'G t=. r';y/} REFER TO GENFJ24L O STUD WALL ,�-P.T.WOOD POST 71-RU-BOLTED INTO RIM { .`(.LL JOB NO: TOP OF WALL ,;� /;'( NOTES FOR ANCHOR 06016 N IT DIAMETER CONCRETE WITH SIMPSCN TBC- JOIST,WITH WAS /.,-J BOLT SPACING R FILLED SONOTLBE Wlh( ZMAX POST CAP v 110' REFER TO GEJ..62gL in / �y-,�. �wY-� O SIMPSON-AS)'ZMAX POST ENABEDDED IN SFaLAM' NOTES FCR ANCHOR u ..4' I-.4• .tel, . CONICRETE BOLT SPACING �Y -( 1'� FOUNIDATION WALL SHEET NUMBER SOLID BLOCK4NG Ar I ANC)-+OR 2X6 SILL OVER P.T.2X6 I I CONCRETE ? � 24'O.C. 6 SILL OVER SILL SEALER KLFSR SOFFIT - - I I - FOUNDATION WALL I FOUNDATION WALL COMPACTED A-4 13 RAKE RETURN DETAIL DECK DETAIL I i DECKETAIL ENTRY D IN' U Scale: 14 1 S 16 J Scale. 1 12'-1'-0' Scale: 1 12' Scale: .�4 I (2) X 9P.'LVL 1-10P FLUSH FRAMED 1 I I I CAN- ICE AND WATER SHIELD _ 10/12 I0/12 I EXTENDED 36'LP SOFFITS 9a'LVL O ' S ULLIVAN �— —� AND VALLEYS BEARING WALL ARCHITECTS, INC. AND DORMERS BEARING I\ ) WALL 89.OW • � I �'LVL I.aR HOP OR TXIOS•IT O.0 ARCHITECTURE-DESIGN Y PLANNING 201 EDGEWATER DRIVE•SURE 215 WAKEFIELD,MASSACHUSETTS Ot a6O Tel:(781)246-1667 Fan:(781)246-1663 •\,'� 0 I www.osullivanarchitects.com 1 N TMse N s arYtl O arpeaes•YmllBtl c�IeernXie4 bcetion� .%\ Iv ue et Na latetl eQ hbceson eM use b L____ Rewe or rePree..oy PPIYbned en rreo,Pa.:.vXcle /• I ar M PM.Is YvNnoul X<•mMan permi�bn d 05JNven Nn!'decV,k.c // \ N f(I i LVL llivan O 2006 O'Suehilecls Inc. BEAM BELOW \ (1)1L•X M•LVL \ • \ �� (�Iii®B'LIS FLUSH FRAMFA \ welHDR BEARING 2XB CLNG JSTS / WALL BELOW •16.O.C. � � 1 x/12 10/122 (D Imo•X See LVL I I ALL ROOF FRAMING TO Be DROPPED 2X10 WOOD FRAMING ct •16.O.C.LNLESS OTHERWISE ALL SECOND FLOOR FRAMING NOTED (2)131A•X 7Y.'LVL TO BE 2X10 WOOD FRAMING ��ROOF PLAN DROPPED •16'O.C.LNLESS OTI-EPWISE NO scala:,6_,•_� PROOF FRAMING PLAN 2ND FLR/1ST FLR CLNG FRAMING PLAN Meeting House Scale:1/8•_1'-0' j Scale: 1/8•_,'-0• Commons Hampton North Andover (2)P0-TS TXIOS TESD IJ All FLOOR JOISTS.RTED. E CEILING JOISTS•16 O.C. UNLESS OTHERWISE NOTED. a2)PROVIDE SOLID BLOCKING TO FOUNDATION AT ALL POSTSBEARING DOUBLE ALL JOISTS BELOW PARTITIONS P.T. M PARALLEL WITH JOISTS. 3)PROVIDE IX3 MID-SPAN BRIDGING AT ALL SPAMS OVER Framing Plans 10'-0.OR AS RECOMMENDED BY ENGINEERED LLW7BEF Y/1 MA:4_rACTURER (4)2X10'5 r` DROPPED CD 4J PROVIDE DOUBLE F JOISTS AT ALL SIDES OF ALL C) OP6JINGS UNLESS OTHERWISE NOTED. 2X12S FLOOR N JSTS a IT O.C. .-� 5)PROVIDE 2-2X10 HINOTED. AT ALL WINDOWS AND DOORS _ LN-ESS OTHERWISE NOTED. 6.)ALL FRAMING LLN/BER 1000 FIBER STRESS.E-I.2 MILLION 3 P.S.I. ��r���ti� `.ice C.¢�•�'�� 't7 7)•MICROLLAM LVD'.'PARALLAM(PSD-,71MBE12STIZAND 44 (LSU AND TJI/PRO SERIES'ARE REGISTERED TRADE MARKS _ /( �� B)ANY SL93STITU71ONS OF OTHER BRAND BEAMS MUST BE CHECKED AND VERIFIED BY S-PPLIER. P 9.)MANUFACTURERS SPECIFICATIONS REGARDING M7�5 INSTALLATION MJST BE FOLLOWED FOR ALLE•1GINEERED WOOD PROgJCTS' / CJ',✓•-� 10.)';U ANYWOOD IN CONTACT WITH CONCRETE MUST BE O PRESSIRE TREATED 9 /�.•(/•, 1Y1 IIJ ANT POSTS SHOWN ON BUILDING PLANS OR FRAMING OF TANS UNDER BEAMS SHALL BE CONTINJOUSLY SUPPORTED O TO FOUZATION WALLS OR COLUMNS IN BASEMENT. 12)BUILDING DESIGN LOADS ARE AS FOLLOWS SCAL As Noted ROOF•50 PSF 2N0 FLOOR CEILING•40 PSF ISSUED/DRAWN BY [ 2ND FLOOR•40 PSF O IST FLOOR•50 PSF ALL SECOND FLOOR OJIG FRAMING 8/4/06 BEARING WALL-10 X W OF WALL 10 BE 6 O.C.8 WOOD O S FRAMINISE 0NOTED REVISED/REVISED BY 2ND FLR CLNG FRAMING PLAN (-,--)FIRST FLOOR FRAMING PLAN 4/4'07g ` 1 I Scale: ,/e•-V-0• O \J Scalo: I/8•=1'-0• ALL FIRST FLOOR FRAMING FRAMING NOTE • TO BE 2X12 WOOD FRAMING TMS DRAWING ISA GRAPHIC REPRESENTATION CF THE 16'O.C.LN.ESS OTHERWISE NOTED � FRAMING FOR THIS STRIJCTIRE.CONTRACTOR SHALL NOT U SCALE THIS DRAWING FOR THE LOCATION OF FRAMING MEMBERS,REFER TO THE PLANS.ELEVATIONS.AND S roe No: 06016 SECTIONS FOR DIMENSIONS AND HEIGHTS. O SHEET NUMBER 0 A-5 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *APPLICANT FILLS OUT THIS SECTION*'"********************* APPLICANT LLC l PHONE LOCATION: Assessor's Map Number /��C PARCEL 3 SUBDIVISION ( CeA )aLS2 /I')M6,nf LOT (S) -) STREET l �l���Qi , ST. NUMBER **OFFICIAL USE ONLY *********** %COERVATION NDATIONS OF TOAGENTS:ADMINISTRAT R DATE APPROVED f� O A DATE REJECTED COMMENTS NOW Lzf --/itf i�So�,'���n0.� N /A TQWN PLANNER DATE APPROVED DATE REJECTED COMMENTS G� • �-(Q Q NIA FOOD/IN ECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC I SPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS O N s'a w E. R, PUBLIC WORKS - SEW ATER CONNECTIONS DRIVEWAY PERMIT �✓ /� /_p� FIRE DEPARTMENT RECEIVED BY BUILDING INSPECT DATE Revised 9197 jm NpRTH '9 g Town of sAndover 0 No. Q d Z z- A o dover, Mass., COCHICKEWICK ADRgTED PPa\ �C `s BOARD OF HEALTH PERMIT T D, Food/Kitchen Septic System THIS CERTIFIES THAT............... � L .......... // BUILDING INSPECTOR t:.... . �JS� UlJ.../�/� ('. . .................................. Foundation has permission to erect........................................ buildjngs on... ..calr. � �...�1 r.`cJ.�............................. Rough � � to be occupied as...................... 1 ... .�.................... ........................................................................................ Chimney provided that the person accepting this permit shall in every r pest conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI TARTS Rough .......... ........... .. %.`. ................................................... Service G INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough .Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.