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HomeMy WebLinkAboutBuilding Permit #45 - 201 CORTLAND DRIVE 7/15/2009 BUILDING PERMIT TOWN OF NORTH ANDOVER �? ° ''- ._`.=a oL APPLICATION FOR PLAN EXAMINATION . . Permit N0: V Date Received q q 1 /i �gSSACHUs Date Issued. S 6 IMPORTANT:Applicant must complete all items on this page LOCATION Z©i (arr-Io.. r. 6ti 17- )�, lJ• A4fi2r,tLiA g 4, Print j �, PROPERTY OWNER_A � &se r molt mni LLZ ci Print MAP NO: WRC PARCEL: 31 ZONING DISTRICT: Historic District yes n Machine Shop Village a es Y TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential X-New Bu ing ne fami Ai ion Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DES RIPTION OF WORK TQ BE PREFORM D: S �ca cwe �'jlry ,I� � itin i de 'ficat'on Please TypegrPrint Clearly) : OWNER: Nameisms L(r Phone:97 '- 77-Z679 Address: 1 S ( N, Y M04 CONTRACTOR Name: 4 Dw-" " L Lc Phone: Q Address: 11 4 1 Supervisor's Construction License. Exp. Date: -1111.s" zelo 1 Home Improvement License: Exp. Date: ``"--- 1 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ' 0 DO FEE: $ 160) , Check No.: 79US Receipt No.: NOTE: Persons contracting with unregistered ntractors do not have access to the guaranty nd i Signature of Agent/Owner _ Signature of contractor Location 20 �y���` �`v V •T No. Date MORTh TOWN OF NORTH ANDOVER ►0. A + Certificate of Occupancy $ +°off • • Building/Frame Permit Fee $ Foundation Permit Fee $ (OCa tic' Other Permit Fee $ TOTAL $ Check # �- 22217 Building Inspector i Zra—n§-S–ubmfttql Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL u is ewerTanning/MassageBody Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS , ) - Cif•�16 CONSERVATION Reviewed on Signature COMMENTS HEALTH - Reviewed on Signature r COMMENTS S �-►�" L w Zoning Board of Appeals: Variance, Petition No: )o Zoning Decision/receipt submitted yes Planning Board Decision: N 1 A Comments Conservation Decision: ZZ ` 1 l �Y Comments Water & Sewer Connection/Si nature&Date ��VJAI �CrivewayPermit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT Temp Dumps on site ye o Located at 124 Main Street Fire Department signature/date q111 COMMENTS Dimension Number of Stories:_ l Total square feet of floor area, based on Exterior dimensions. Z L� Total land area, sq. ft.: -3,D"L ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No 11' DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 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 In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENTWITORM07 Revised 2.2008 N ORTH q� t RAndover . 0 No. �� - - YY ` �, = = dower, Mass., - T ' 01 T 0 � LAKE 3 _ C OC MIC NEWICK d r z§ 4 w 'QA DRATED �`S E BOARD OF HEALTH Food/Kitchen WE Septic System L` BUILDING INSPECTOR THIS CERTIFIES THAT. .i" .. $4.4v ... ....... ....... .................. .. ..... ..... .. . oun ation .... ..... .. , ... ...has permission to buildings on ZO. ....... . ...... V1 ..... . ,MRough hQ 44+wqsk to be occupied as...... .... ...... ... ....... .... ... . ....... .......... .. ... Chimney provided that the person 4c epting this permit shall in every respect conform to the terms of a 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 LIC66" PERMrr EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU N STARTS Rough . .. .. ..... . ... ........................... Service B 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 Until Inspected and Approved by the Building Inspector. Burner DEPARTMENT` , Street No. SEE REVERSE SIDE Smoke Det. Commonwealth of Mavachuse&s Department of Industrial Accidents t ` ice Of Investieatiio 600 Alashh ton S'lreet wit � \�qrf Boston, M4 02111 r? Workers' CompensationwwrU nzassgov/die . Insurance A lMiici.avit: Bulders/ContracoApplicant nformation rsEectricians/Pium bers Please Print Le-ibl Natne (Business/0wiza6=4ndividual): S Address: City/,Statrr/Zip: ✓, �l,,Q /I 11< Phone Q7c�4917 Z�3� Are you as emPloyerl Cheek.the apprupriste box: 1.F1 I,am a ampioyer with 4. [3I am a general contractor and I. Type of Prot (regmrta�: employees(full and/or part-time).* have hired the ami-contractors 6. RNdw construction 2 - 'shT am.a soleproprietor partrter- listed ori the attached sheet,! T. ❑Remodeling ip and have no employers'. These st6-contractors have working forme in ani'opacity. workers' comp.insurance. g' ❑Demolition [No workers'comp,insu¢attce 5, ❑ We are a curposaiaon and ifs 9• ❑Bul7ding addition wired.] vers have exercised their 10.0Electric l repairs oradditions- 3.❑ I am a homeowner doing ail work right of trxeinppion per MGL 11.❑Plurrtbin myseI£[No workers' g repairs or additions �P• c,4521 §1(4),�and-we have no insurance-required.].t .omployees.[No workers' 12,❑Roof ropairs comp. insurance required_] I3.❑.other '�+ny appiicattt riiat tdeeexkke bo>L!i!must also trll oat the section below Showing their wor art'bompao Homeowner¢who Submit this affdavh indicating they am doingani policy information. 0ftu tors that check this box must �'d amd then hrte outside connectors must submtt n.reety affidavit and' r art adrFitioasl sheet showing the name of flee sub- rcatia6 suede I mn an a Mors and heir wodmrs comp.Pou-1,irzf= don. ntployer fltat esp ? g;warlars'�n+pensa.rori insurance or infom wdon. f RV&PbYem, Bdow is t he Pok andjob site Insumnee Company Name: Policy#or Self-ins.Lie.P Expiration Bate: Job Site Address: . Attach a copy of the worker6'compensation d CitylState/Zrp Poi xEarafioa page(showing the policy number and ezpiratioa date}, . Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of cr mina/ fine up to$1,500 t)0 and/or one-year imprisonment;Be as Pia of a Of up to$250.00 a i _ es civil penalties in the firm of a STOP WORT(ORD a fine Investigations of the D for msia'8n atDy on.ca of this statement may be forwarded to the Office of I do hereby cerfidy under the p cru! enalttes p f edw y that the information provided above due and eonrc $r tyre —7 Date: Phone#: / 48 7 3 cca[use onfy. Do not write in this are¢,to be completed or.own.o ,,�1ClQ[ City or Town: Permit/License# Issuing Authority(circle ooe): I. Board of Health 2.Building Department 3.City/Town Clerlt 4. Electrical Inspector S. Plnm3inspeciar6.Othei Contact Per— W.-Phone#: AL t MAP 1040 AIL LOT 28 NOT S: & 1) THE BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A AL � � 1 � � V�T�,�gLY PLAN ENTITLED "PLAN OF LAND. MEETINGHOUSE COMMONS AT AL ` i G Eo SMOLAK FARMS, SOUTH BRADFORD STREET, NORTH ANDOVER. AL ! 1 1 MASSACHUSETTS"; SCALE: 1" = 80'; DATE: JULY 20, 2001 BY THIS 1 ` OFFICE. RECORDED AS PLAN #14828 IN THE ESSEX COUNTY / NORTH DISTRICT REGISTRY OF DEEDS. r 2) THE INTENT OF THIS PLAN IS TO SHOW THE AS—BUILT LOCATION OF THE FOUNDATIONS ONLY. 3) THE FOUNDATIONS SHOWN HEREON IS NOT WITHIN THE 100 YEAR FLOOD ZONE AS TAKEN FROM THE FLOOD INSURANCE RATE MAP _ FOR THE TOWN OF NORTH ANDOVER MASSACHUSETTS COMMUNITY PANEL NUMBER 250098 0007 C, MAP REVISED: 6/2/83. %� "�._•",Y� / \� \ 4) THE CONCRETE FOUNDATIONS SHOWN HEREON HAVE BEEN INSTALLED SUBSTANTIALLY IN ACCORDANCE WITH THE 408 SITE i' 3.g7• �3' , �� PLAN AS APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING Dk BOARD AND RECORDED IN THE ESSEX NORTH DISTRICT COUNTY �uiro tt —.,n'E REGISTRY OF DEEDS AS PLAN #14829. cERnR�Y !� At7M V4 I HEREBY CERTIFY THAT THE FOUNDATION SHOWN HEREON IS THE UNrt Lba RESULT OF A FIELD SURVEY MADE ON JUNE 15, 2009. 9 - 3 201 '"'P" '�l.L.� (t) � CHPoSIDPMER�``�t d _ '� fRANGiER � 44 FOUNDATION PR-oCtfL M `�'� ,,,,� � S Q 1 *p�, (/��jl • / ' \ �.38118 � , DY r a � \ LICENSED LAND SURVEYOR DATE ---- / f CERTIFIED FOUNDATION PLAN ✓ /— ` a5 MEETINGHOUSE COMMONS — UNIT 3 do 34 // r GRAPHIC SCALE MEETINGHOUSE ROAD NORTH ANDOVER, MASSACHUSETTS PREPARED FOR MEETINGHOUSE COMMONS, LLC (IN FEET) 121 CARTER FIELD ROAD ,thy 1 inch s 50 fL NORTH ANDOVER, MASSACHUSETTS sa Wes aooa,spm on. _ JQ A Sd—,N.3)893 0720 03079 - NHf Design Coruuttarrts.Ine. ENGINEERS-PLANNERS-SURVEYORS 3 AIL LOT SCALE: i" - 50' DATE: JUNE 24, 2009 DRAWING N0. DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT N0. NAME H REVISIONS JAC CMF 108800 i088CFP.DWG GeRvtCIES nkm Trm BP;6 s`t,h-cC (SAS oRTtA eP,)J UT t L.I T" ) ES UN tT S 1 a Z , 314 e M etl I N roti Ouse Co�m�A0 NS 2ot , 1a3 , lQ,�, lS t GDRT1„� ,DRrVF, NoRZ�1 �1t�ovf�, �� r 4 NORTH ANDOVER, MA ME TING HOUSE COMMON $ OIsULARCHITECCLVAN TS, INC. ARCHRECTURE-DESIGN.PLANNING G� � '�� Sse ! lam/ � d �yr7- N t Jill 11 Jill 11 111 1 /✓y S � 1 m - ao - � l�. -. �_^�' �\ -�/'7� :�"- �y__ -�; �� �_ %/:i✓' ' "`tom T` � v v 0 HAMPTON MODEL 0 N d' 3 ARCHITECT DEVELOPER O'SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC N, 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 Voice (781) 246-1667 Voice (978) 687-2635 Fax (781) 246-1683 Fax (978) 680-2310 ` JI z � N 878 ct3 1 '}ON, is o U Q) o 9 OF m�' c9�'d•, N O O REVISED CONSTRUCTION DRAWINGS 4/4/07 0 CONSTRUCTION DRAWINGS 8/8/06 • a O'Sullivan Architects, Inc: General,Notes for Single Family Residential Construction in Massachusetts SYMBOL LEGEND .. AD noes may not appy to this partiwlar project. ZQ2r� . . _ .1. Framing standards and requirements vary from locale to locale. Some jurisdictions may have more .- stri gent framing connections.It is not the intent of these drawings to show engineered connections meeting ail mqutremerds for all areas of the country,It is the responsbifly of the owner and contractor to CETAL N.h613 review and revise,if necessary,arty framing connections Illustrated in these drawings,in anter to meet BUILDING OR Q - loral standards and requirements. . . 2. Should tical codes and/or ordinances differ from these plans,a determination shall be made by the WALL SECTION A-000 O 'S U L L! V A N . general contractor and/or local building official as to which s the most stringent.The most stringent f�' requirement shag rule.Should a change in these plans be necessary or desired which will alter the ARCHITECTS, I 1 V C. design or structural integrity of the strudure(s)a Ucensed Structural Engineer and a Licensed Arhiteel . - must verity all changes. . 3.'An retaining walls and basement wags shall have adequate temporary bracing in place prior to backfill being placed against walls.Temporary bracing shall not be removed until wag is property braced CeTAL Nlv6B2 ARCHREQfURE-DESIGN•PLANMNG . 4. An gabs on grade shall have a vapor barrier underneath. DETAIL Q - 201 EGEWATF_F;ORNE,SFJRE 215 S. AD foundation walls shall be clamp proofed - WANEFiELD MASSACHUSETTS 0188U 6. Contractor is to contact DIGSAFE not less than 72 hours prior to any excavating In order to insure that A-000 =r gn xmd utility fines are located and are not damage or disturbed. 54�T fdhE� Tet 178'1)248-.1687 Fmk(781)248-1 W3 7. L1tSdy trenUhes mug be bark fitted at house perimeter line with a plug to prevent exterior drainage and/or www.aeuttivanarchftscm•kbm grand water from entering the house. . 8. Install perforated foundation drain(4 inch round minimum)around entire perimeter footing.Extend drain T�drM+w•.+e.p.aromR,,.,o p.r,.a ,. line to a point away from.structure for positive drainage.Actual location of drain line and points of ELEVATION M�AMt•E RDS�� colaFitl1p'�tl-ne+k�ro. . drainage mug be determined on the job site with review by a Licensed Civil Engineer. - `• �"v`d=11°=ham. . .9. Install underground roof drainage/downspout drain lines(4 inch round minimum).F�dentl drain Gne to a MARKER t3'ID0.9' M ,�`s°fotlVe°O"°ji"r""'"iotl•^"^d' �-BEVATIt7N DATUM . Point away from the structure for positive drainage. Roof drainage fines shall not be connected to 2aoa . foundation drainage. - 10.Contractor to Provide finished grade that does not create an excess of water drainage to adjacent WINDOW TYPE O . . .. abutters and that all landscaping is Property located within the owner's property.Contractor to follow Civil' - . 'Engneees proposed topography and coordinate all proposed changes in grade with Civil Engineer and . Architect . 11:Framing plants are schematic in nature and should not he scaled.Instal all blocking.bracing,sti8backs, DOOR NUMBER O . Mcg as required by the Building Code and in accordance with good framing practices and standards. " .12 AM beams and headers are required proper posts under each end.Such posts shall extend directly down . to footing or foundation wall.Refer to plans for more detail. . 13.An wood in contact with concrete must be pressure treated " Tt32 g®ROtOIvF ROOM NAME MAS 14.AN metal fasteners,connectors and supports in contact with pressure treated wood shag have a zinc rich ' mating G-185 for hot dipped galvanized products or min.Class 40 for electrogalvanized products. AND NUMBER ® .. . " 15.Amdmor bogs to be placed around the exterior of the building at no more than 6'-0'O.C.for two gory " structures and no more than 4'-0'D.C.for structures more than two stories.Anchor bolts are to be located no less than 12 inches away from each comer and no less than 12 inches from the end of each WALL, FLOOR OR pnot tess late section.Anchorhogs to be ASTM 307 V.inch diameter and 18 inches erg with 2 inch hook.Provide ROOF TYPE Meeting House - 16.Typical heaaders ata 6r wahlls will be(2)2 x Itis with exteriorvidual sill piece.Ali inh b eking walls spaced at 24"o.con sun unless sealer.ill . alhenwcse noted 1 SF�i hLbEH2 . 17.Typist headers at all 4"wags will be(2)2 x las with%inch plywood blocking spaced at 24"o.c.,unless INTERIOR ' Otherwise acted. ELEVATION a Ar z.`�yA�� Commons 16. hanger a hangers a an flush beams and headers.(Corson Manufacturer of hangers on the application of r t f,� " - hanger and load flat hanger should be designed foe). - - � 3 . - 19.Install double joists under all Parallel partitions above,unless otherwise noted . " 20.Install double joists at each side of all openings;including stairwells,skylights,chimneys,etc. . - 21.AD roof rafters and trusses shag have tie downs • 27-Due to variations in the natural thickness of gone,the actual thickness of the stone veneer may vary from project to pmjeCl.A minimum of 6 inches should be provided at the eave for receiving stone veneer, ' . _ however,Contractor mug verify actual thickness with mason.Make any necessary adjustments to the - eave dated to allow for actual veneer thickness.Due to the variations mentioned a minimum bearing. . ledge of 6 inches at the fooling s recommended. - NO +L. Andover . .. 23.Ali water lines located within exterior walls r are to he insulated. - - t t �t r'•1 dOVer 24.All mechanical closets are to be insulated with full thickness batt insulation.This includes interior,as well - . _ as,exterior walls. Mechanical closets doom shall be weatherstripped. ' - 25.AD wood exposed to exterior must be either pressure treated,painted,sealed or redwood.cedar, mahogany.Or teak Some otective ing to water and U.V. 26.AS Werior trim that is interrthat upted or protrudes from the building face such as:wood window caps,trim - bond around entry door.wood water table detain and etc.,must have continuous metal gashing at top.All - .- exterior windows and exterior doors must have proper metal cop flashing at trim. 27.An exposed finfshad surfaces,including insulation maieriat5 facings,vapor barriers and breather papers shag have a flame spread of not more than 200 and a smoke density of not more than 450. {. P., 28.Ag gamed plastic shall be pmtected by%inch gypsum wallboard. General Notes & 29."Provide baffle vents at sloped roof rafter bays in order to maintain free air flow at insulation. rV - 30.Install crawl Symbols The meenrm tearer vents along o t outside perimeter of crawl space whether indicated on drawings or not. - . v7 area,of crawl space g perdngs shall be not less than one square foci for each 150 sq.R rri surface s treated with an one ventilating va opening within 36 inches of each comer.When the ground 40.Provide fire stopping between each story,including between the basement and the first gory and appropriatepor barrier,the total ventilation area may be reduced to 1/1,500. betweenthe t story of the crawl space area.Ventilating openings shall be as even spaced as top orY and attic. Providedraft stopping in all concealed spaces of coals,at cove and y pa possible around the crawl soffited ceilings,dropped cenohgs,at tops and bottoms of statrstrin ars and all O spaceto insurepropervemilation.Standard ventilation opening s 8"x 16" 88 s fLAll g pipes,conduits,shim 9 penetrations of duds, Q ^ A O .. .. be supplied with%inch wire mesh screen and operable dam ( f ) penin s shat nays,etc. !! u W N Pe per for adjustment of air flow. 41.Provide tempered safety glazing in the following locations: 31.Basements and cellars not used as habitable,occupiable space shag be Provided with a minimum of four sliding type,or awning type windows for every 1500 sq.R of floor area,or multiples thereof.and shall be All�9 and Biding ng to including toed panels,sidelights hotuand storm doors. - to sled,as near as practical,to provide cross ventilation.Alternately.mechanical ventilation may be panels, do rand wing tubs,showers,steam rooms,hot lobs and phos.This includes cog fixed provided panes,doors and windows. j lass which is within a 24 inch oA 32.Provide mechanical or natural ventilation for each separate attic area.For naturally ventilated spaces the 42.Provide smoke detectors In sufficient quantic enus of either vertical s and locations to meet requiremor ents of the BuildingtCode. " minimum net free ventilation area shag he 1/300 of the floor area being ventilated when 50-80%of the venWatmg area s located M 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 attic,capable N remainder of ventilated area shall be provided of being inhabited. b0 - p by cave air cornice vents. Provide one smoke detector in each bedroom. I'TQI�, �.. 3344.GaragesNaccess c esssbe separated to from main house by a fire reed walls and ceiling;refer to plans. Provide one smoke detector outside each sleeping area in the vicinity of the bedrooms. Jam ' ax panels to each individual otic and croon!space.Attic access panels are to be a minimum O of 2Z'wide by 30"high to all attic areas and under eaves which are over 3•-0"clear in height provide Provide not less than one smoke detector for every 1200 S.F.of floor space. caw!space access Panes no less than 18'by 24'. Provide photo electric smoke detector if located less than 20 feet from either a Kitchen or a 35.An stairs within a dweiing unit shag be not less than 36 inches Gear in width and shall provide not be less bathroom with a tub or shower. -7y a �Q. tr 43.Provide carbon monoxide detectors in sufficient quantities and locations to meet the requirements of the }- q�r f 1 QF IvrW Man 6'•6'dear headroom.The maximum riser heights 6'/,inches and the minimum tread depth s 9 Zo - Inches.Handrails shall be provided on one side of stairs,mounted 36 inches above stair nosing and shall Building Code: v run uninterrupted the entire length of run;newel Posts may interrupt the railing at turns and lantlin Provide not less than one carbon monoxide detector an each floor,including basements and 36.Railings at decks,balconies and raised platforms are to be a minimumh of 36 inches above finishefloor. attics capable of being inhabited, CALF Scale:' la Railings are to support a concentrated load of 200 lbs.acting in arty direction. Provide one carbon monoxide within ten feet of each sleeping area,37.AO arterior and exterior nalin/uartllbalugratle 44.Combination smoke detector and carbon monoxide detectors may be installed so long as they have" ISSUE/DFLAWN By 9 9 system shag be designed so that a 4 inch sphere vice and tone alarms the clearly distinguish between the two types of emergencies. Penetrate to the other title. re cannot simulate 38.Fadi bedroom above the Combination smoke detector and carbon monoxitle detectors located less than 20 feet from either _ . first floor shalt be equipped with an emergency egress window of no less than 3.3 sq.L The minimum clear opening of the wind"shall not be less than 20 inches and 24 inches in a Kitchen,or a Bathroom with a tub or shower,shag be a photoelectric alarm C either daeclion. 45.Fah bathroom and tonal mom shall be equipped with a mechanical exhaust fan vented to the exterior. REVISE/REVISE BV 39.Provide draft slopping in floor and ceiling assemblies where open web joists are used or where the ceilingFan shall exhaust,as a minimum,at 50 cfm if operated tritertnittenty or 20 cfrn if cominuously operated. p _ s suspended below floor framing.Draft stopping consistingof either%inch - Exhaust vent termination to attics or other interior portions ofthe banding are no permitted. gypsum wallboard or 3/8 46.Refer to the energy rode review for 8'R'values of various areas and components and efficiency of o inch plywood shag subdivide the concealed space limo areas not excelling 1000 sq.L - the beating system.Arry 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. 43 47.Moisture resistant gypsum wallboard snap be used throughout the bathrooms and similar damp locations except indicated in t e coo finish schedule,barker -Tile backer boort)s required at all locations where lite is . 48.An exteriordoom and windows shag be tested and labeled for energy,infiltration and pressure performance.. 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MD RGI'AL1ED W ACCC4DAIYJ="WITH ILG LATBT AC.L 3'ECIFICATId'G. A_— F ♦ A ------------------------------ DOOR SCHEDULE ' 1 NLMBER TYPE I MATL WIDTH I FETG-TI THICK REMARKS 1 I OI ENTRY MTLINSLL 3'-0' 6'-8' 13/4 4 PANEL W000 W/17 SIDE9.IGI-(r I I � 02 081.SWING W000 (D 7-0' b'-8' 13/4 - 1 I 03 ENTRY MTL/INSLL 3'-O' 6-87 1 3/8' 20 MIN RATED W/SELF-CLOSING HINGES D4 GARAGE MTLANSLL. 16-0' 8'-0' 1 VT METAL OVE RI-EAD DOOR W/(LOSER D5 D8L SWING WOOD (D 7-6- 6'-B' 13187 06- SWING WOOD 7-8' 6'-8' 1 31W 1 07 SLIDER MTUINSLL 6'-0' 6'-8' 1 3/8' D6 ING WOOD 7-4- 6'-B' 13/8' B O' S ULLIVAN 2 ARCHITECTS, INC. 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KlJ�2 SOFFIT WI BLOCKING FINISH GRADE-\ I ° SEE FRAMING PLANS 2X I 1 ' - CONTINUOS SOFFIT VENT v / �� P T II Ii Meeting House /////♦// G.G TO DETH2IAINE REBAR WOOD SEAT ° O s O O IXB TRIM KLEER BEADBOA2D IN FOOTINGS PER SOIL \/�\//� 'C 1 = _ �/��/♦ SOFFIT IN'S SLOCKtNG \'\\\�\\�\°• ° CONDITIONS IN FIELD \;.•/ .C ° \�i C4WM$S b'MIK / • BLOCKING Commons F NDATI N COMPACTED FOUNDATION FILL •° \ 8'FIBS GLASS e FOUNDATION DETAIL s WOOD BEAM POCKET DETAIL LALLY COLUMN DETAIL STT�6L Scale: 1 12•=1'-0' Scale: 1 12'=1'-0" Scale: 1 t2•=1'-O• PORCH CCUJMNS COVER NOTE, NOTBD PORCH DETAIL Hampton 8 Scale: 1 12"=1'-0• " PROVIDE fD CONTINUOUS v5 REBAR AT TOP AND PROVIDE(D CONTINUOUS v5 R®AR AT TOP AND BACKFILL TO BOTTOM OF FOUNDATION WALLS AND BACKFILL TO BOTTOM OF FOU•DATION WALLS AND GARAGE DOOR FINISH GRADE (D CONTINUOUS v5 RESAR AT ALL FOOTINGS FINISH GRADE (2)CONTI,IJOUS e5 REBAR AT ALL FOOTINGS EXTERIOR ROLLED-UP ROUSEWR CONCIZETE STUD WALL �`/- 11 North Andover COLNDA TE \\/j�/\\// Io= SLACK ov0i D ATION III \\j%\/�/�/\! .to; :`/\/\ ASPHALT GARAGE S-AS. \ •' AND ROLL LP SAP \ ^—�AP FOLNnanoN — % ,/ / ,/ cur HOUSE-WRAP WALL I=I I ./\\♦ \\-�♦\\ VAPOR FRE'_DRAINING -I I \ `�\.\ /\\, // /� PAVE.1ENi PITCH TO DOOR EXPOSING S-FA7I-LNG �... 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ON UNDI TURK GRADE III III II II,III� IIIII AT bs TH15 i I INTE210R OF WINDOW MMl 48'BE_OW GRADE _III=III=III=III I -III UNDISTURBED CIDISTI.RBED ATHEAD Lt.IBE 7V�p FWINIDOW RAMING SOIL SOIL FOUNDATION/GARAGE DETAIL YBASEMENT FOOTING DETAIL CONCRETE FOOTING DETAIL Scale: t 12`=1'-0" STEP STEPS a 9 Scale: WINDOW INSTALLATION 12 No Scale EXTERIOR WOOD E(-TE2 AT STUD EXTERIOR SIDING WOOD ENTRY DOCK C QC � O iv 51-EATMNIG WIM AIR GYPSUM DRYWALL OVER kr__NMA�IIE ORC ELAS-0N1G P.T.2X6 SILL OVERj�\ � INFILTRATION BARRIER VAPOR BARRIER RAILING SILL SEALER r"'T SYSTEM EXTERIOR SIDING jr 3/4 WOOD SLBFLOOR EE OVER ER SIDING O - M VEIRANE OR - EXTERIOR WOOD 3/4'WOOD S.EFL.00R - a L S LE/AS NOtetl COPPER FLASHING /. �, SHEATHINIG WITH AIR z .n l INFILTRATION BARRIER _ IS UED I DRAWN BY WITH A112 WOOD SHEATHING UNDER SIDING \\ \ LIMESTONE IX WOOD TRIM 'I I •• � WITH AIR INFILTRATION BARRIER E O LEDGER /J - ( ,JL. O DRERICR SIDING / \ `\ FRAMING 84106 F METAL FLASHING P.T.RD DECK ( J `J) J. 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TOP of WALL -f_r ' _ NOTES� ANCHOR JOB NO: Gj JOIST,WITI-I wAS1.FjR$ I^ BOLT SPACING 06016 ♦ FILLED SONO TUBE WITH IMAX POST C"PoPP •v I I+10' < �TO GENERAL (0 J 7 SIMPSON'ABT IMAX POST EMBEDDED IN SFAL4M NOTES FOR ANCHOR w •.a' '•4' CONCRETE O SOLID BLOCKING AT I ANCHOR 2X6 SILL GVHR P,T.2X6 ear SPACING $ SHEET NUMBER Z4'O.C. ,/ 6 SILL OVER SILL SEALER I I CONCRETE > T-' '� "� J•' FOUNDATION WALL O Q FOUNDATION WALL I COUI DATE COMPACTED A w I KLEE2 SOFFIT I 1 FOUNDATION WALL FILL /, 1s RAKE RETURN DETAIL 14 DECK DETAIL I 1 n DECK DETAIL n ENTRY DETAIL /�, Ly Scale: 1 12'=1'-0' Scale: 1 12'=1'-0' Scale: 1 12'=1'-0' Scale: 1 12'=1'-0• L J (D1'/'X9s'LVL RbI-(FRAMED FDR I I I I I I ICE AND WATER SHIELD I 10/12 10/12 I EXTENDED S6'UP SOFFITS �'`V` O' S U L L I V A N BEARING WALL �- AND 0OW49 VALLEYS BEAR(NS ,oma 1` A'`V` ARCHITECTS, INC. AND DORN®23 WALL BELOW 7XIOLS 17 O.0 ARCHITECTURE-DESIGN l 1 I J I � � HDR FDR PLANNING / I Ot EDGEWATER DRIVE'SUITE 215 WAKEFIELD,MASSACHUSETTS 01880 Tel:(781)246-1667 F—(/81)246-1663 \\�// � I � tNww.OSUIIIvanarChlt60tS.COT 1�I ltwx aevmgs era mcniceibrm was P�etl /\ I Q ,a ua e,me loeetlpn u,ace,ea PLLfieatlen / \ I Reue• OroNseon by erry cage.in verde \ (---- a.k.cart baonmea wroau as v,men pern+abn at OSWvan ArVax6,K (DDR IO-X 7Y LVL O 2008 O`Sullivan Amhi( InG BEAM BELOW (3)1�'i X®18'LVISMOPPPED O'FL.USH FRAMED MR I TIF FOR BEARING 2X8 CLNG-STS / \ \ WALL BELOW g •16'O.C. IJ . I I (D 1%'X gee LVL I I ![:;.C" OOF FRAMING TO BE �P'® WOOD FRAMING ALL SECOPD FLOOR FRAMING .C.LN-ESS OTHERWISE (D Iii'X 'LVI. TO BE 2X10 WOOD FRAMING �1 ROOF PLAN D DROPPED •16 o.0 u L Ess oTFESRwISE scale: ,'-o' 1 ROOt/8'F FRAMING PLAN Meeting House 2ND FLR/1 ST FLR CLNG FRAMING PLAN y Scale: Commons Hampton North Andover FRAMING NOTES (D P.T.DOCS U ALL BOOR JOISTS.RAFTERS.E CEILING JOISTS•16 O.C. FLIJ54 5 LN ESS OTHERWISE NOTED. 2)PROVIDE SOLID BLOCKING TO FOUNDATION AT ALL Q+ BEARING POSTS.DOLOZ ALL JOISTS BELOW PARTITIONS P.T.2XIO DECK PARALLEL WITH JOISTS. -STS•16.O.0 7 d' 3)PROVIDE 1X3 MID-SPAN BRIDGING AT ALL SPANS OVER Framing Plans OR AS RECOMMENDED BY ENGINEERED LLA/BFJ2 FT N MANPACTIRER (4)2XIO5 DROPPED CD 0.I PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL O O OPENINGS IN FLC OTFE32WISE NOTED. JST2Xr2S FLOOR JSTS•I?O.C. \ SlNLESSPRO OTE- -V(10 HATERS AT ALL WINDOWS AND DOORS �a P 3 6)ALL FRAMING LLYv19E7t 1000 FIBER STRESS.E-1.2 MILLION e`-��'�tQC LI Imo• V Y I5 C`C,A 'b 7)*MI CROLLMI dVLT,PARALLAM X57' .."TIMBERSTRAND _ _ -} _ y..j d5U AN)-TJ1,PR0 SERIES ARE REGISTERED TRADE MA _J V876 RCS. S C I ANY SLIESTITUTIONS OF OTHER BRAND BEAMS MT BE . aCI-IECI�D AND VERIFIED BY SLPPIJE2. — `. , TON, 91 MAN.FACTLRERS SPECIFICATIONS REGARDING I �' cd INSTALLATION MUST BE FOLLOWED FOR ALL TMINE'ER® 6 r;'�• 1J.. WOOD PROOLICTS- <12x10�S DROPP lu 10)ANT WOOD IN CONTACT WITH CONCRETE MLIST BE A .� e �� 0 PRESSURE TREATED }i. 'L7 ID ANY POSTS SHOWN ON BUILDING PLANS OR FRAMING . PLANS WDB2 BEAMS SHALL BE CONTINCIOIJS-Y SLPPCRTED O TO FOINDATICN WALLS OR COLLNINS IN BASEMENT. z 127 BUILDING DESIGN LOADS ARE AS FOLLOWS, SCAL AS Noted rn 2ND FLOOR CEILING-40 PSF ISSUED/DRAWN BY 2ND00 ST FLOOR•40 PSF ALL SECOND FLOOR CIN'FRAMING O 8/4/06 ST FLOOR-LL 10 TO BE 2X8 WOOD FRAMING BEARING WALL-10 X F{f of WALL """'""'°""""` •16.O.C.t.NLESS OTFH2WISE O NOT® REVISED/REVISED 8Y U FIRST FLOOR FRAMING PLAN 4/4/07 p o �ND FLR CLNG FRAMING PLANFLR CLNG FRAMING PLAN y ' 7 Scale: lre''•t'-O' ALL FIRST FLOOR FRAMING 0 NOTE- TO BE 2X12 WOOD FRAMING •W O.C.U LESS OTHE2WISE ✓� TMS DRAWING IS A GRAPHES IC REPRESENTATION OF T4-e NOTED C FRAMING FOR THIS STRUCTURE.CONTRACTOR SMALL NOT SCALE THIS DRAWING FOR TFE LOCATION OF FRAMING 06016 y M�9ERS RE�2 TO THE PLANS.ELEVATIONS.AND JOB NO: a SECTIONS FOR DIMENSIONS AND FIGHTS. yon SHEET-NUMBER A-5