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Building Permit #197 - 193 CORTLAND DRIVE 9/14/2009
001H qN eo 6 O GA ta OL of c PR '9pOAATEO 'C grVILDIOR. H pNDnoMMN"ON MASSA�N�S� 1 SOWN F R PLAN EXA jived APPL�CA1lON Date Rece1 fete all items on thl p 7 ust comp 1 Permit ND' / 0 z:Applicant m Issued• yes n ' 11 , Date - Pnnt '^'t �lstnct i,11storic Village yes Shop 'iIQN ,,�. .�RICT•, ach 1S SCA OWNfR l ZONING D d enttial PROPER CL- Non_RenY LPN' USE I Mp,P N©' 1/ pOSEO Ondustrial 1 pR ; CO merc►al ROVEMEN Res family Others PE OF 1MP W°or more istrict TY T o of units 9 140. soN gld9 Watershed Asses AddWion Other W etlands Altera oln rePlaceMent �loodplarn PREFORMED. RePaW OR1C O pemolit�on W et1 OF N Se t� ES RIP?10 ater�Se D j '] �p�►nt CleaYly� Ph°ne oe . , j at►p° please qe . 0 . Id t►fi n- ,,� �� .� 7,�3 ,mit ER, Name• �6� �� Ph°n ess. S 4. Padr Nah`e' � ' xP Date CON1RAC-�OR � — " D -I: xp ©ale. A ddress- •.°o Licen --� rs°C 5 C°nstru°tr I nd SupeN veMe�tLrref se, Reg-N° N$125.00 PER S.F• .�y342- A N°me�rRp�fl '�-� O COST SASEro O * W) t� EER TIMATE .9 �•� I CNl-IECT IENGIN 0.00 OF THE T01 ES �-3 `DO AR $1p0 FEE "�.. $1100 P ER � and it Address: E. iT BUL.piNo ygo8 SFao, sb SF `2 Receipt N°e access to the g ar ., pgrr'c� SCHFD p n av FEE t cost, 3 tractors d0 °t h ea1� dotal prole° s---— Vad9v 01 A P isteyed f con-- of re ordi % �D l with art _ . Sig atu e-° ' rio.. c0ntract�ng Check persons OTE; er' �f N en Own_ I e_- 1 `Si9natUr--- - 1 � f Location No. � Date �FZ41/0Go � NORT1y TOWN OF NORTH ANDOVER O Certificate of Occupancy $ �a Must�� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ C 7 � Check # D 1 2L4u � Building Inspector Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED, DATE APPROVED PLANNING & DEVELOPMENT - COMMENTS CONSERVATION Reviewed on Signature COMMENTS I HEALTH ,• R v' wed on qA Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature:. Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: l2 Total square feet of floor area, based on Exterior dimensions.Z � Total land area, sq. ft.: 3C7 •7- ELECTRICAL: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA- (For department use ❑ Notified for pickup - Date I _..........._..-...__ .........................-.._............_......................---......................_.-_............................_----. ............_......._........-...........---_................__.........---.............. .........._........ _, Doc.Building Permit Revised 2008 Pians Submitted OF SERA Pians Waived Publi Se � wer DIS pOSAL Certified Pio well t Plan Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. I 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 C Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan HEA ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses CCM4 ❑ 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 Zoning Boa NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Pel Piahnin9 Boy New Construction (Single and Two Family) �� Conservation r L3Building Permit Application water ❑ Certified Proposed Plot Plan Sew ❑ Photo of H.I.C. And C.S.L. Licenses DPWTowEn ❑ Workers Comp Affidavit FjRE n ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plar �o�ate 0 PARTII Hydraulic Calculations (If Applicable) Fire Dep Mair E3 Copy of Contract Compliance Report mer ❑ Mass check Energy p p CpMMENTs ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bid, In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 XA0RTfj Town of :_� over, No. 19 0 . _. - . �. - - _ y z, = y dover, Mass., - ® e T O �, LAKE A_ COC NIC ME WICK V 7�A0Rg7ED `S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR 00 THIS CERTIFIES THAT........... . d.. !Y,. .....�1. ..C............................ Foundation has permission to erect........................................ buildings on .... � 3.... .. D. .. ......... .., ♦!'�fs�!.�.... Rough to be occupied as................................. G.ALc .......S., . . .�..... ........I.s" 114. .......................................... Chimn ey provided that the person accepting this permit shall in every rdspect 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 PERT, EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough .............................. ........... ..... .......................................... Service BUILDING INSPECTOR Final Occupancy'Permit Required to Occupy Building - GAS INSPECTOR Rough Display lin 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. i r 92.,[J04YNf!l392lIlEQrG/1L'4 ✓L(Qw a�Ll6e Board of Budding itegulations and Standards Construction Supervisor License License; CS: 55417 ExparaUon 4/5/2010 Tr# 20721 Rest-c.Pon 00 THOMAS D ZAHORUIKO 115 GARTERFIELD RD N'ANDOVER,MA 01845 Commissioner I 8.n y 4 { The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street - Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ApjRiicant information Please Print Le ibl r Name(Business/Organization/Individu ^al)' bf 9q I&fa�r-" j Address: �-1 A� _ City/State/ZiP t. b�2jM d j Phone#:_9IT-,6F 2-Z6 M Are you an employer?Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. 0 I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2JK 1 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. ❑ Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10❑ Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]s 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 iliac is provir�ng workers'compensation insurance for my employees. Belo1v is fire 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 coverage v rification. do hereby certify under th ains and peva! of perjury that tine information provided apv5 is true and correct; Signature: Date: 111,3116 Phone#: 7` Official use only. Do not write in this area,ro 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 S. Plumbing inspector 6.Other Contact Person- Phone#: I REScheck Software Version 4.2.1 Compliance Certificate Project Title: Meetinghouse Commons Energy Code: 2006 IECC Location: North Andover,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 270 deg.from North Conditioned Floor Area: 2428 ft2 Glazing Area Percentage: 14% Heating Degree Days: ' 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Unit 2 Meetinghouse Commons LLC Meetinghouse Commons LLC 193 Cortland Drive 115 Carter Field Road 115 Carter Field Road North Andover,MA 01845 North Andover,MA 01845 North Andover,MA 01845 Permit#tba 978-687-2635 978-687-2635 Permit Date:00-00-09 tzeke@comcast.net tzake@comcast.net Compliance:2.2%Better Than Code rosSCavity Cont. zing�. UA, Door:'Assembly Area or R-Value R-Value or Ceiling 1:Flat Ceiling or Scissor Truss 1268 0.0 30.0 39 Ceiling 2:Cathedral Ceiling(no attic) 432 0.0 30.0 14 CeTng 3:Cathedral CeTng(no attic) 504 0.0 30.0 16 Wall 1:Wood Frame,16"o.c. 196 0.0 19.0 16 Orientation:Front Wall 2:Wood Frame,16"o.c. 258 0.0 13.0 19 Orientation:Front Window 1:Vinyl Frame:Double Pane with Low-E 33 0.330 11 SHGC:0.30 Orientation:Front Door 1:Solid 28 0.340 10 Orientation:Front Wall 3:Wood Frame,16"o.c. 306 0.0 13.0 25 Orientation:Left Side Window 2:Vinyl Frame:Double Pane with Low-E 47 0.330 16 SHGC:0.30 Orientation:Left Side Wall 4:Wood Frame,16"o.c. 198 0.0 19.0 15 Orientation:Right Side Door 2:Solid 21 0.340 7 Orientation:Right Side Wall 5:Wood Frame,16"o.c. 396 0.0 13.0 25 Orientation:Back Window 3:Vinyl Frame:Double Pane with Low-E 136 0.330 45 SHGC:0.30 Orientation:Back Wall 6:Wood Frame,16"o.c. 306 0.0 13.0 28 Orientation:Right Side Window 4:Vinyl Frame:Double Pane with Low-E 10 0.330 3 SHGC:0.30 Orientation:Right Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1728 0.0 19.0 74 Floor 2:All-Wood Joistrrruss:Over Unconditioned Space 352 0.0 30.0 10 Project Title:Meetinghouse Commons Report date:09/14/09 Data filename:C:\Program Files\Check\REScheddMeetinghouse unit 35.rck Page 1 of 2 w � y Furnace 1:Forced Hot Air 96 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building pl specifications,and other calculations submitted with the permit a plication.The proposed building has been de 'gned to me a 006 IECC re uire ents in REScheckk Version 4.2.1 and to comp) with the mandatory requirements listed int -Schec s on Checklist. �1.dw�CS Name-Title S' ature Date I I , i I Project Title: Meetinghouse Commons Report date:09/14/09 Data filename:C:\Program Files\Check\REScheck\Meetinghouse unit 35.rck Page 2 of 2 .. .... ............_... Plans Submi d Plans Waived Certified Piot Pian Stamped Pians TYPE OF SEWERAGE DISPOSAL _Puliic ewe Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS Y69 CONSERVATION Reviewed on f U, Signature �A �- c` f _ • ' 4 COMMENTS All HEALTH Reviewed on Signature COMMENTS l Zoning Board of Appeals:Variance, Petition No: ) Zoning Decision/receipt submitted yes Planning Board Decision: N+ { 1 Comments Conservation Decision: Comments Water& Sewer Connection/si nature&Dat ZWDriveway Permit // DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpst` on site yes, no Located at 124 Main Streetf Fire Department signature%ate ` COMMENTS -- — Nom own of Andover 0 Na. 0 _ C" = :o dover, Mass., • I � ' O LAKE COCHICHEWJCK , AD�'ATE D PPS\ S E BOARD OF HEALTH PERivilT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT .kw.......... . ..:............................. . ........... ............ .................... Foundation has ermission to erect. buildings on.1.��......C ... ... . .. ..... .. ..... Rough to be occupied as....... .�.� .�!...r1►+�.�........�.�!.. .. .......... .............. .. .............. . ......... Chimney provided that the pe accepting th s permit shall in every respect c form 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 INSPEC'T'OR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPMS IN 6 MONTHS. ELECTRICAL INSPECTOR UNLESS ONSTARTS Rough ........................................................................................................... Service BUILDING INSPECTOR Final �.r 1Occuparlcy Permit Required to Ocmpy 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. r .. ME TING HOUSE COMMONS NORTH A-1%**4noVER, �A O ' SULLIVAN ARCHITECTS, INC. ARCHREC7URE.DESIGN-PLANNING UN IT 3S, � m2CORfiLP%Nb �R , . F lz ® � -1 ` Ll zmm ooaa oaao 0 0 M PORTSMOUTH MODEL 0 N b0 b ARCHITECT DEVELOPER f > O'SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC ol 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD �,�� � a Jt � aJ WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 �� b Voice (781) 246-1667 Voice (978) 687-2635 iPTO-N. 7 Fax (781) 246-1683 Fax (978) 680-2310 z rte 0 U 0 ti 0 0 na c e� `o x REVISED CONSTRUCTION DRAWINGS 4/4/07 x CONSTRUCTION DRAWINGS 8/8/06 L , l O'Sullivan Architects, Inc: SYMBOL LEGEND General Notes for Single Family Residential Construction in Massachusetts . _ .All notes may not apply to this particular project. 222ldIDd 1. Framing standards and requirements vary from locale to locale.Some jurisdictions may have more strfrgerd framing connections.It is not the intent of these drawings to show engineered connections DETAIL N K*3M . meeting all requirements for all areas of the country.It is the responsibility of the owner and contractor to review and revise.it necessary,any framing connections illustrated In these drawings,lo ober to meet _BUILDING OR O'-S U L L_f V A N 1=1 standards and requirements. 2 A-000 WALL SECTION Should local codes and/or ordinances differ from these plans,a determination shall be made by the 1'} INC.general contractor andfor local building official as to which is the moT stringent.The most stringent SF N-~� A rl C 1 LJ F I T E C T Sr I I V C. requirement shall Nle.Should a chane M these plans be necessaryor desired which will atter the design or structural integrity of the structure(s)a Licensed Structural Engineer and a Licensed Architect must verify all changes. ARCHITECTURE-DESIGN-PLANNING 3.' All retaining walls and basement Walls shall have adequate temporary bracing in place prior to backfill DETAIL fQlvBF72 201 EDGEWATER DRIVE,SURE 215 being placed against walls.Temporary bracing shall not be removed until wall is.property braced. DETAIL 0 WAKEFIELD.nnaSSACFNSEff^01880 4. All slabs an grade shall have a vapor barrier underneath. - 5. AN foundation walls shall be damp proofed. A-O00 Tel:(781)2461t11T! f-®c Q81)24�1883 6. Contractor is to contact DIGSAFE not less than 72 hours prior to any excavating in order to insure that SWEET N2i�z vvvvw Dein-1667 1 th(M)2 cont underground utility lines are located and are not damage or disturbed. ' 7. !Nifty trenches must be back filled at house perimeter line with a plug to prevent exterior drainage and/oro "ground water from entering the house. 6. Instal' ELEVATION nr�AlvthE '- „��M,,, ,,,. .xr perforated foundation drain(4 inch round minimum)around entire perimeter footing.Friend drain R- �� fine to a point away from structure for positive drainage.Actual location of drain fine and points of q. drainage must be determined an the job site with review fi+100.9 or:,Po.u.r c.ouielra.:nwuu,r..w,vrn ) by a Licensed Civil Engineer. MARKER �aEVATION DATt.M 9. Install underground roof drainageldownspout drain lines(4 inch round minimum).Extend drain line to a 0 2005 OgVrrvan,p,cNis Is - " _ poled away from the structure for positive drainage. Roof drainage Imes shall not be connected to foundation drainage. invid WINDOW TYPE O ' 10.Contractor to provide finished grade that does not create an excess of water drainage to adjacent abutters and that all landscaping is property located within the owner's property.Contractor to follow Civil - - Engineer's proposed topography and coordinate all proposed changes in grade with Civil Engineer and Architect If.Framing plans are schematic in nature and should not be scaled. Install all blocking,bracing,stiflbacks, DOOR NUMBER O etc,as required by the Building Code and in accordance with good framing practices and standards. - 12 AD 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.All wood in contact with concrete must be pressure treated. ROOM NAME MASTER BEDROOM ' 14.All metal fasteners,connectors and supports in contact with pressure treated wood shall have a zinc rich AND NUMBER coating;6-185 for hot dipped galvanized products or min.class 40 for electrogalvanized products. 15.Anchor bolls to be placed around the exterior of the building at no more than 6'-0"O.C.for two story ,WALLFLOOR OR structures and no more than 4'-0"O.C.for structures more than two stories. Anchor belts are to be _ located no less than 12 inches away from each comer and no less than 12 inches from the end of each Meeting House P121 e section.Anchor bolts to be ASTM 30Th inch diameter and 18 inches long with 2 inch hook Provide ROOF TYPE not less than 2 bolts for each individual sill piece.All exterior frame walls are to be set on sill sealer. I 16.Typical headers at all 6"walls will be(2)2 x I O's with h inch blocking spaced at 24"o.c.,unless SWEET h4JbBl32 otherwise need. INTERIOR Commons 17.Typical headers at all 4"wails will be(2)2 x 10's with 1/.inch plywood blacking spaced at 24"o.e.,unless 4 AI 2 `NATION lJ otherwise noted. ELEVATION Kh,eaz 18.Use joist hangers at all flush beams and headers. (Consult Manufacturer of hangers on the application of 3 - hanger and load that hanger should be designed for.) " 19.Install double joists under all parallel partitions above,unless otherwise noted. - -- 20.Install double joists at each side of all openings;Including stairwells,skylights,chimneys,etc. 21.All root rafters and trusses shall have tie downs. 22 Due to variations in the natural thickness of stone,the actual thl:kness 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, h /� " however,Contractor must verify actual thickness with mason. Make any necessary adjustments to the North f /yl„�dOVer - _ eave detail to aflow for actual veneer thickness. Due to the variations mentioned a minimum bearing - - 1 L ledge of 6 inches at the footing is recommended. 23.All water fines located within exterior walls are to be insulated. 24.All mechanical closets are to be insulated with full thickness batt insulation.This includes interior,as well as,exterior walls. Mechanical closets doors shall be weatherstripped. 25.All wood exposed to exterior must be either pressure treated,painted,sealed or redwood,cellar, mahogany,or leak wood that has some prolective coating to water and U.V.light. 26.At exterior trim that is interrupted or protrudes from the building face such as:wood window caps,trim - found around entry door,wood water table detail and etc.,must have continuous metal flashing at top.All exterior windows and exterior doom must have proper metal cap flashing at trim. 27.An exposed finished surfaces,including insulation materials,facings,vapor barriers and breather papers shall have a flame spread of not more than 200 and a smoke density of not more than 450. General Notes & 28.Ali foamed plastic shall be protected by h inch gypsum wallboard. a - 29.Provide balite vents at sloped roof rafter bays in order to mai mein free air flow at insulation. �- I�„t,, Is 30.Install crawl space vents along outside perimeter of crawl space whether indicated on drawings or not. �/ C4 - - The mmenum total area of ventilating openings shall be not less than one square foot for each 150 sq.ft. . - - of crawl space area,with one ventilating opening within 36 inches of each comer.when the ground 40.Provide fire stopping between each story,inUuding between the basement and the first story and - surFace is treated with an appropriate vapor barrier,the total ventilation area may be reduced to 1!1,500 between the top story and attic. Provide draft stopping in all concealed spaces of walls,at cove and q^ of the crawl space area.Ventilating openings shall be as evenly spaced as possible around me crawl soffiled ceilings,dropped ceilings,at tops and bottoms of stair stringers and all penetrations of ducts, - �D 4419' -` n space to insure proper ventilation.Standard ventilation opening is 8"x 16"(.88 sq.ft.)All openings shaft pipes,conduits,chimneys,etc. //��+ O he supplied wAh'/.inch wire meso screen and operable damper for adjustment of air flow. 41.Provide tempered safety glazing in the following locations: A,y .�. .�r `- O 31.Basements and cellars not used as habitable,occupiable space shalt be provided with a minimum of four All swing and sliding doors,including fixed panels,sidelights and storm doors. id �' Qsliding type,or awning type windows for every 1500 sq.ft.of floor area,or multiples thereof,and shall be Enclosures surrounding tubs,showers,steam rooms,hot tubs and pools. This includes all fixed located,as near as practical,to provide cross ventilation.-Altemately,mechanical ventilation may be panels,doors and windows. .-. provided- Al glass which is within a 24 inch radius of either vertical edge of a door in the closed position. )� - - 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 requirements of the Building Cotle. b0 minimum net free ventilation area shall be 1!300 of the floor area being ventilated when 50-80%of the Provide not less than one smoke detector on each floor,including basements and attics capable 3 _ ventilating area is located in the upper portion of the roof and at least 36 inches above eaw vents-the of being inhabited. _ N' remainder of ventilated area shall be provided by eave or cornice vents. Provide one smoke detector in each bedroom. \ i 33.Garages shall be separated from main(rouse by a fire rated walls and ceiling;refer to plans. Provide one smoke detector outside each sleeping area in the vicinity of the bedrooms. 34.Provide access panels to each individual attic and crawl space.Attic access panels are to be a minimum Provide not less than one smoke detector for every 1200 S.F.of floor space. V; y of 2Z'wide by 30"high to an attic areas and under eaves which are over T-0"clear in height.Provide Provide photo electric smoke detector if located less than 20 feet from either a Kitchen or a C0 crawl space access panels not less than 18"by 24'. bathroom with a tub or shower. ' aG . 35.An stairs within a dwelling unit shall be not less than 36 inches clear in width and shall provide not be less 43.Provide carbon monoxide detectors in sufficient quardi ies and locations to meet the requirements of the -yt ''YqT than 6'-6'Bear headroom.The maximum riser height is 8%inches and the minimum tread depth is 9 Building Code. „ inches.Handrails shall be providedon one side of stairs,mounted 36 inches above stair nosing and shall Provide not less than one carbon monoxide detector on each floor,including basements and nm uninterrupted the entire length of run;newel posts may interrupt the railing at turns and landings. attics capable of being inhabited. (SCALE: Scale: p ,Z 36-Rai"s at decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor. Provide one carbon monoxide within ten feet of each sleeping area. Railings are to support a concentrated load of 200 lbs.acting in any direction. 44.Combination smoke detector and carbon monoxide detectors may be installed so long as they have {ISSUED/DRAWN BY 37.All interior and exterior railing/guard/balustrade system shall be designed so that a 4 inch sphere cannot simulated voice and tone alarms the clearly distinguish between the two types of emergencies. C penetrate to the other side. Combination smoke detector and carbon monoxide detectors located less than 20 feet from either q - 38.Each bedroom above the first floor shall be equipped with an emergency egress window of not less than a Kitchen,or a Bathroom with a tub or shower,shall be a photoelectric alarm. qq 3.3 sq.R The minimum clear opening of the window shall not be less than 20 inches and 24 inches in 45.Each bathroom and toilet room shall be equipped with a mechanical exhaust fan vented to the exterior. REVISED/REVISED BY 0 either direction. Fan shalt exhaust,as a minimum,at 50 rim if operated intermittently or 20 cfm if continuously operated. C..) 39.Provitle draft stopping in floor and ceiling assemblies where open web joists are used or where the ceiling Exhaust vent termination to attics or other interior portions of the building are not permitted. y is suspended below floor framing.Draft stopping consisting of either h inch gypsum wallboard or 3/8 46.Refer to the energy code review for'U"8'R'values of various areas and components and efficiency of 7 inch plywood shall subdivide the concealed space into areas not exceeding 1000 sq.ft. the heating system.Any changes from what is indicated in the energy code review may nullify 0compliance with the energy code and require a new review and calculations to be performed. 47.Moisture resistant gypsum wallboard shall be used throughout the bathrooms and similar damp locations except where tile backer board is required.Tile backer board is required at all locations where the is indicated in the room finish schedule. 48.All exterior doors and windows shall be tested and labeled for energy,infiltration and pressure JOB NO: " performance. SHEET NUMBER AO . 1 a O'Sullivan Architects, Inc an7lsom D.Earthwork 1. Engineered Lumber.Provide members of sae,gmae and spalag as indicated m the gens Defection 11.Reform drawings/or locations ma types officer coverings 1. Remove all substandartl or unsuitable cads;mmova rlebrts,scamps and other orgade matter. snail De limttetl ro U480.Pr Engineered athemb lumber framing to be frestped in in doroaxe with manufacturers 12 Fallow m mule s for l specifications and t for of ficetion and application of flow ceverings Specifications for One and Two Family Residential Projects 2. ssll�on gr rock and ledge ro 24 inches sew finished gsae and 12 inches below footinpe,foundations and All major D.Wag coverings Consult Omer for specific types and locations of wellcwerings All notes may not appy t°Oris particular project baa°' 2. All major Deems amyl have a maximum at%'deflection,at NII design loading. 3. Install free draining granular fig antler aD strucWres E Sub-Flowing: SECTION 10-SPECIALTIES SECTION 1-General ReefulrcmenR 4. Compaction ro be not lees Onm 95%under atl accordance wih ASTstructural and paving;and not less than 90%undv 1, OSB:A APA meed thi TBG plywood,C-0 interior APA cal ext glue,glued and screwed ro plst. A Refer ri dred fir forces:Pr 1°etims and types of burning dairy itertrs. e A Gan 5. Yawn and planting,maximum dry density In acooMance wiOn ASTM D7557,method D. 2 OSB:APA rated maething.Exposure t,'Y.'TBG glued and screwed ro joists. B.Prefabricated fireplaces:Provide gas or wood homing Neplam as indurated Units to be vmtea to exterior - t.The intern m tlhe spedRcation is ro e the tradesperson, 5. Compty with all dust regulations imposed by focal air pollution central agendas F.Roof Forming: using menufacturefs standard e-vmt pipe unless,otherwise noted. • give desperson enough imonnation to perform E Drainage.Co cpntrak 1. Dimensional lumbm 2 z10®18`°-c.,unless noted otherwise on Ore dors. acomgvejob.In each Section the Contractor mdlor Subcontrectotam responsible for 1. Install nay bales and art fencers for mesion control.cnecessary,during Wnstrnrctiam 2. Engineered lumber:Provide members of size, mas e,gratle and indicated on the dans-Deflection shall C.Blinds and shades:Concern,owner forlocationsm ons tltypc of minds mtlshades ro be installed at windows and providing all labor,materials,and equipment m perform Ina full work m a complete antl 2- Fmish grade shall slope away from all structures be limited to 0480.Engmaered lumber framing to be installed in accordance with rnanufe cheers doors craftsmen Oke roamer. 3. Foundationdeader 8 trench drams:4 inch minimum perforated pipe w eppod with fiherhbric and a specifications. D.Closet shelving Provide epoxy coated open wire steel shelving mail coal,clothes form and pantry dosets and -2 This contract is For a complete project The Contractor andlor Subcontrecron sinal � rdMmum of 12 Inches of Gass A`grovel bacldg;minimum slope 1%. 3. Roof Trustees:Seal be fabricated by a truss manufacturing having a minimum of three years above faun provide rig maleriats,labor,tools,permits.equipment,staging,temporary and permanent 4. Gutters and downspouts-drain ro a 4 inch minimum,fight fine(n g posed.a dry egulpmmt ClosetMad w equal. utiNbes and mwrance nmessary m corrplem Ina c°rctmdion as mown ad as implied orvpeaoratM).Cmmdt Architect m verify accordance.Truces shag bl designed d Cary the loads fmPosns,as indicated m these Plates,mtl h E Bath Conssodes: by these Contract Documents.M mafedals shall be new. use m splash black as alternative to fight line. accordanceinecestame applicable ar entire and ordinances Deflection shag be limited C mer a Provide cit t. Consult toothbrush and c rloatiens mtl types of hatte pacer oac fsWdn9 towel tram and rings,wap dishc, 3.Contract Doarment include the agreement drawings specificadoes and all addenda' F.EXtmm pwmg Sheathing: stamped drawings for more truss system for review and approval by Chimer and Architect cabinets, abs euro and aP raiders,robe nooks,tm7at paper dispensers,Prower certain rads,shelve,merkdine ceeeutim of the agreement mcorywated Prior to 1. AD crate i extern,,aonwde m be atr•hick ed 3000 psi. G.Roof Sheathing: - Such and shot 4.These documents have been prepared in accordance with the Massachusetts State Burldn Code, 2. Concreteepated an,llDe5inches mirk with8xe W1.4xWf.4 w.w.f.ovaBirhclh minimum Gushed 7, Prywcod APA ratedsheathing, Exposure 1.APA glad and n,exteriorglue;518`thick 2. Such and showerAn a Refer i paired gIca locations;cormutt Owner regarding colors dna tyles of a store,W mpacetl ma mRed 2. OSB:APA rated sheathing,fipo,tum t,516`TBG glued and nmled m jpists. enclosures Atl endowrc ale m be tempered gess. O ' S U LL I V A N #5,Chapter 36 One and Two Family Dwelling Code.All work shag be in accordance with govemtng codes 3. Bitumincus concrete paving to be Class 1,Type 1-1 of Mass.Highway Specifications Pwamentto consist ane smndmia.Clem.safe.worwna W ndtians malt x mantanea at an limes.celery prewdme snag "�`°r�d^& ARCHITECTS, INC. -include such measures to insure public safe a(2 7m minimum lift ru Binder Course and t%'thick Top Course m wbumhqus mrxrele.Subbase m be a inch 1. Gapboada:theorem Red Cedar,gain DevN,dee vertical grain;'rC x B'nominal.Exposure of 474'or SECTION 11-EQUIPMENT y thick minimum washed 5tana,compacted and rolled. slice mamma drawings, � A Equipment 8 Appliances Crawl[Architect and Owner Ica move dotal on apgiances and equipment 5.ThewerkshaRpmceedasquiclMaspossible.Each trade shall myoma and coordinate their workro expedm 4, Walkways to be naninum 4 inch concrete with 6 x 6 W7.4xW1.4w.w.f.over 4'rich minimum gravel of smtl 2. Shakes:White cedar shakes,dearverfical gran.Exposure of 4'w as called Out on drawings 1- Referrotlrawfntesfork-bonsofappfiances. the CSon process.AN materials seal be good quaay.Defective wok shag p w be removed and base.Walkway surface t°receive non-skip, finish. 3. Ynryl Siding: ta CernTeed,'Main StreeC or equal. 2. Coordinate btatallaeon of equipment wM cabinets replaced.aced. ARCHITECTURE-DESIGN-PLANNING 6. Sita Visits,The Contractor and Subcontractors neat vein the site and became fami0a G Landscaping with rig axisfing on t. Final design by landscape designer w Landscape Architect Cowdnale landscape dements vrim Owner, a Virryl sitting adw and sid"mg type as selected by Owner or Arddtect site Wndtam prior to submitDn m bid proposals - b. Inaro0 aft required trim and aWeswriesro make awatertignt mstalldtion. SECTION I2-FURNISHINGS 2O1 EI]C.`EWATEti DRIVE.SUITE 215 g Y Architect and General Contractor. I.Exterior Tam A Cabinets:Coordinate selection of cabinets and layout with Owner. WAKEFIELD,n,7ASeSACFiUSETfe„01 BBD 7. M ufinensfans snap be field verified by the Contractor md/a SuDeontrada. - H.Dewatering: 1. Clear pine trim saes as indicated m the drawings 8.Countertops Coordinate locations and types of cii0ttmt counts materials with Ownw. e. Should di5weya+cies be}mend between the dmvvings,specifications andcode,the following shag be the t. Provide and mamroh means and devices to promptly ma a ami dis;a mal water from we y souroe 2. Avoid cutting him in lengths less then W-M.AD nal hales te be properly puffed w panted tam has smooth ' order of daefication priority.ins code shall wmule the specifications,and the spr:cifications shall warrens entering the excavations a Omer Parts m the work Tet(781)248-1087 F'®c the drawings.or whip-a most restrktrve appearance. SECTION 15-MECHANICAL SYSTEMS (761)S.Cc:, ;! 9. At the and of each work day,clean the work sea of nhbheh and crosbuction debar of arty nature.Stove J.Heavy TImberCanstrurtion: A Healing.Ventilating and Air Contlitionins avww.o9ullivanayctlltects.eom malerialsso that they do not creat naluml packets for papers a gOrer combustible materials A Concrete: 1. Timbv past mtl beam ro be select strucWrat Douglas Frc,no.2 a batty. Mechanical systems arclub. t°be pMorm.d on a Design/Sugd basis.Werk shall consist of fumiwing and installing a 10.A mirrimum m two 12)fire eztingueners shall ba gacea twcoghom the work sea th 7. M concrete ls ro be 3000 psi 28 2. Timber trim to be Win died,select grade cede. comgate mechanical system for the mtire building consisting of but rot lunged t°the following' Ttwaw drawvvax and aP.cifleekmw vvvw � genttal,the use al qpm llama devices is prohibited to ha went that operations are addutives are allowed �compresshve strength,over 6 inch nwd'nrunn,compacted grovel fig.No K Penicin Carpentry: t. Ail work t to be installed m accordance with the requirements of the State Plumbing and Gas Codes. to.w a u,s melon hwkead.PtGlcetion wtd mattlakm ro which use m an open flame device a essential.the Subcontractor shall 1. Base Bpard 8 Casing:Clea white Pine a poplar,painted 2. Famish and instep services,equipment controls,ductwork insulation,grills,registers,refrigerant piping mtl uta ts mq,rway amra b nine dvhkked loragon. general web the Owner,describing adthe circumstances necessitating teethe dwiro.The 2. Concrete garage rebs and at parches and steps exposed to the wealhv to De 3500 psi 2. Utility Shelving:Casing A6 Clyw w cal solid wood edge. other materiae as required.a provide t.overage mnualfanpemhrcewiOdn ma space of ig rant pi s -.• e M enacts I 3. Cove welts and slabs per ACI 316.93. � wkh Part.0 PreDieu.a vindoa dine wdm.v Owner may require eddtional precautions as he/she deems necessity. - S.Concrete Fourkations a Footings: 3- Custom Wgodworlc Construct cusrom woodwon as Indicated on drawings meeting AWI premum quality Fahrenheit.Sac and final layout al systems by Mechanical Contractor. standards. 3. Nom:provided with these drawings ale Massachusetts energy calculations that aaumed inzdatim as Pa^"'acn m os`ar'.nnel,'r"m.krrx 1t.Construction mou1mlbegin paorto7:00amorr¢lend beyond 5A0ed Mndy m. 1. Feelings are to Ston unrpsturbm soil and below frostlwel(46 Inches,minimum,below finish grade).The 4. Stairs:InSmll stalrs,raifings balustrades and°env Dim as kddatetl on the drawings. noted will be used and windows wig owes men.Vvalue as noted and Drat mefumaeelficenryhthe m2006 OSnlWan Architects teat - FridM•artless the Owntt and authwfly having jurisdiction nes approved extended Contractor shall verify a 7 beaMg capacity.Fo bngs we to be z0"x to`,udea noted otherwise.Top of absolute minimum allowed by code given these specifications.Contractor to verify system used will meet worling hours. looting is W have keyway.Provide(2)a4 rebar in footings SECTION 7-THERMAL AND MOISTURE PROTECTION and pass Massadnsm elb argy codes of the latest addition applicable to this project R. Schedule: 2. Step footings to be a arninum 1 vertical an 3 horizontal. 0.Dampproofing and Waterproofing: A. Each flow,is to be a separate zone:Coordinate other zoning with Owner m ArWted t.Prwill hwitleammbermwlmda days to Wrr�efethepmjeR Allow chart for combustion 3. Foundation walls amen be 10 inches Deck unless noted otherwise.Providenotleewthan(2)#4rebarattop 1. lm-iWlbiWrrinousdamppro°Mgataflbelowgmrlewa0s.Dampproofingtobe asbestos free.Kanak 5. Provide testing,balancing,fees and permits as required by governing agmdc in base bid. a provides to me Owner alk Archaed upon away mthe contract Flow chatwi0 De and at bottom of foundation walls. Chemical Company a equal.Install protection boartl ova cep damppmofetl waaces poor to back fill. B.Plumbing General: ' updated periodicallyas required by request of the Owns and Architect. 4. Uweinforeed foundation walls shall support a maximum of'r-tr unbalanced fill. 2. Instal waterproofing membrane on walls and decks as indicated.Follow manufa:hmees Instructions for Plumbing systema are to be performed an a DmigrvBuild basfurnishings.Work shall consist of and Installing a C.Testing. - 5. Notch and black foundation walls as required for beam pockets back shelves,M. specific applications.W.R.Grace'BiDdme`hfine m products a equal, complete mechanical system for the mom building consisting of but rot limited.to the following: 1. The Contractor amoor Subcontractor shall test all equipment doors,windows,hardware,appliances,etc,m 6. Embed mdnm bolt,fasteners,plates,em,inro concrete m required B.Building Insulation: 1. An work is to be installed in accordance with the requnemmis Of the State Plumbkng and Gas Codes. essura proper Installation and operation and shag verify the same to the Owner in writing prior to tum ever to C.Concrete Slabs an grade: 1. Refer W Energy Code review and drawings fm locations at and R values of Insulation at different weal 2. Fumish and install all plumbing as noted an plans,Including all Matures,fittings,water,waste. ent and gas the Owner. 1. Concrete slab-concrete slabs era ro be not less thm 4 inches thick withIX6-W1.4 x Wt.4 welded wile 2. Install perimeter rigid mwilwim where indicated.Rigid Inwlation is m be extruded polystyrene.Dow piping,valves,uculation.Door drains,etc.,to provide a complete and work ng.system D.Guarantees,Warranties,OHM'Manua. 1. The Subcontractors shop provide the Owner with cep(luaranmes.wmarroes, emtion and robes Chertdcal'Sryrofam w equal 3. Saes,loations and - W 2. Install 8.nal Polyethylene vapor bade unCer all slabs, layout of system by Runalirnp Contractor. maintenance Instructions and other literature provided with an 3. Fiberglass thermal x,wttion. C.P I. Su mery as equipment used in he Pmlect 3. Floor slabs m ewe steel trureletl finisR Install un'a^.stl fiberglass balls NII width m sludfja'rsthaller cavity. � 1. Sanitary waste-schedule 40 PVC DW V(Drain Waste Vent)E.Quarry Assurance: D.Reinforcing Steel: b. Imtall 4 mil p°yethylme vapor bonier an conditioned spam side of all fiberglass batt.Vapor 2. Gas Piping-standard weight black steel 1. Mondor goody contra over,supppers,manufactures,pracuct,services,she candtians 1. Reinforcing SmN tit mee[ASTM A-615,latest revisions with supplemented requitement. 113 and#4 baslo barrierto be wntinuaus across,surface o(insulation with all joints and penetrations tapes and 3. Water Piping(above ground domestic edtl,hat and him water realm)-copper Type'L'head drawn nipper and wnammship to produce work of specified quality. be GR410;#5 and larger bas to be GREG setae. tubing with wrought copper esker joint type,9713 sweat Doing conforming to ASTM spec.8-88,ANSI 2 Cmrpty in fop with manufacturers insbuNms including each step in sequence, 2. Provide 03 Z43AR spacers 24'O.G.each way far all concrete walls having reinforcing steel in both faces a. Install high dmsiy,insulation,as required at Not and sloped ceilings/root. standards 61622,876.18 and B16.8a respectively. - 3. Should manumatimers instructions conflict with Contract Documents or deviate from good d Manton clearances til provide proper air flow,at insulation in ce ings and mens,,brown battle vents C AD sdder used in domestic weer system shall be lead-free and shall conform with requirements of the f/r��/.�+ /..�� construction practice,request eanfication from Owner and Architect before proceerkng SECTION 4-MASONRY as required Massachusetts State Plumbing Code. Meeting HOUS2 4- Comply with specified standards as minimum dimly for me work except whin more A Concrete Block .'4. Acoustic insulation: S. Flashing-#4 sheet lead for sanitary vents,16 G.A.Galvadzed for Dues or preformed neoprene boob: stringent tolerances,codes or specified requirements indicate higher standards Or mare 7. Install standard hollow concrete masonry tuft(CMU),1C x B'z 8'or of cher saes 85 required & Instal acoustio insummin around all bathroerrs. D,Plumbing Fixtures-comuh Owner for move detal. encase workmanship. 2 Provide gaNmaed,adder type horizontal rcintorcertrcM as require. b. Refer ro drawings for oma locations m receive aerrusae insulation. E General qunrofrg work ro be included in Contracmts base bid 5. Perform workbyship. qualiRedro produce workmanship of specifies Wafts. B.Brick C.F'aestoppfng: a al watttro workvmw. Commons 6. Secure products s,a dace with posiwe anchorage devices designed and stied m _ 7. Units ed selected by gwntt.chasm to provide steel Nmek,Dack tic,refieving mglc and eaeswac as 1. Install Oresl°PPu+9 aomd all wiring,c°ndua.Piping,drdwork and other pmehatiarn of rated PaOOma. 2. Coug 9 of dishwashMs)and gabage disposal(s). withstand stresses and vibration without physial rlatorpon or rLsfiguremmt. required garage ovals and between floor Iwels. 3. Rough for washers)wNn oval box. - F.Subm4tub. 2. Brick venom Provide adjustable ties at 1fi o.a and provide weep holes at 24'c,the specified mortar for 2. Provide accomearies we required;Bm Firemleld products or equal. 4. Gas and vent to outside for dryer(s). 1. The Subcmmnc[on shall provide wmges to he Owns as required by the drawings and below and above ground apppeations.Pravda 1 inch minimum alrspxe between back and meatmng. D.Asphalt Shingle Roofing 5. Frost prom sig cocks;minimum one on each side of home. ' . specifieatians. 3. Apply 151b.building pier over wood sheathing.Instil 5 oz.laminated aspnalUcopper Dashing cam 80 t. Instal architectural asphalt mingles,250 Ib.,Class'A'shingle 30 yea minimum warranty.Typo,style and 6. T float draim for A/C conderrsate ' 2 Trade name,ec specifir mamd a same specified herein we used as a basis far he,and openings and v Whomgroup of back Cavity. color Shin selected by Owner, 7. 75 gal-Water heater(s)wenn flue and TP aches(verily sae w!owner) + ithda quality tlt5ke.Substitidons Of pfadhxts by other rttaadachurers may be made � C.Back and Stone Vmem 2. Install matching hip ark ritl9e shingles. S. t`copper watt/service(mia nimum se) _ when approved DY the Owner and ArchkeR 1. Brick and stone color,(wish,type and texture we m be selected by owner. 3. Instal ridge vent and nip vents where indicated, 9. Cas sice toeach appliance and piece of egWm pmt as required G Terrporary Electricity. Provide steel lintels over al openings as required Alternately precast concrete,dressed slate a 4. Install 38 inert wide W.R.Grace'Vycor ire and Water Slade'at all ewes,centred on all valleys and at cep 70-4`schedule 40 PVC DW V to smilary sevum ar septic tmvk whichwapplies. 1. PrWde portable gmemfws w ranrrrac m tmWwy power service.Power conwmptlon load bowing brier lintels and headers es mown- intemectionsof roofs mtl walls. - 11.Piping to huradrfiers,steam showan and other accessories mal net divupt Owners nmtl for continuous service. 3. Install adjustable tlovo-lall type ties,Heckman 3151316 or aqua,at 16'o.c.each way.Anchors m be S. Provide 28 gauge prefinishad aluminum dip edge at all ewes and rakes. 12.Provide testing,fees and permits as required by governing agencies in base bid r,.{�..v ,.} r 2 bmevde purer outlers for construction opertiom with branch wiring and distribution seamed to surds or plywood sheathing.Provide weep holes at 24'o.c.Use specified mortar fm below and E Flashing: North 1 An�.LOVeI boxes.Provide flexible power cords as required - above ground applicabgns Provide i inch minimum airspace between brick and sheathing. 1. Provide 20 gage aluminum flaming Over all doors,windows or other wall openings:at.of wall imerserclgns, ' 3. Permanent rawedenra receptacles may be utilized during construction. 4. Apply 15#building paper Over waatl sheathing.Install w 11 5 ohdm ned asphaDgas lcopper gashing ever a0 skylight,-itgthv roof assories. ' H.TemporaryHeal openings an0 at bottom of brick cavity.Do net puncture fleshing. 2. Install step flaming at all intersection of roofs and prick or mry ason ' 1. Pumice temporary neat devices urs required to maintain specified cgnddions for D.Glace block 3. Install metal gashing at all valleys ns ' eatrurtion operations bunting tims ng heating system may Ira used during t. Non4oad Oearin9 unit sderted by Owner,PiRghmi wrtCgng Corp.or egos,insWttipn per mamdacfi#eYs 4. Install oz 16 .copper or 76 az.lead coated copper where intliated ' construction. sp ply 5#wht Or mm S. Provide copper membrane at rig pressure treated lumbar 2 Prior to Operator,It pemWnmtmdptiesfor mmporary heating purposes,veriy that EMp�r. F.Seamt: SECTION/6-ELECTRICAL SYSTEMS Installation is approved for opemban,equipment is lubricated and Niers ale in Pace. 7. ASTM C-270 Type S I mos:1 part content(C-750)-%part hydrated lime(G207)4 pats send(6144) 1. Apply saamts to all joints,seams and intersections,both interim and exterior,and between dissimilw A General: Provide and pay far operations,maintenance and regular replacement mfihers and warn orcorrsumad 2. Use type`S`mormr above groun0 and type'M`mance,below ground materials.Apply waant sound all penNatipns of exterior wet,wound all plumbing fixtures and between Bectrmal systems we to be performed oma Design/Build basis.Work mal consist of furnishing and Installing Pans. G.Thin Brick taunters and wells. complete mechanical system for the more building consisting of but not limited totic following: 3. Maintain appropriate minimum tempembae as recommended by mmufachma. 1. Units selected by owner,'MmiDza'by IntersWe Back Co.or equal,install in acamance with manufacturers 2. Provide sealant aceeswaes such as backer rods,primers,em. i. An work'ia to heinstalled in accordance with me applicable edition Of the National Electric Code. . I. Temporary Ventilation. spedficatiores. 3. One Pan Nan-acitl curing Silirnne:faint in convde,exterior joints at window heads,5°fit,ceilings,am. 2. Famish and"msm0 al wiring,Panel boxes,circum weaken,swkches,rerspmtles,etc..Ion a complete t. Ventilate enclosed areas as required in order to assiat coring m materials,fo disperse (Not for sew in joints: or field paoints)i waau a electrical system Size vi onp service,wimig of draft,etc„lel is par al d autho do Contractor Pratl hurtadilymtlto prevent acWmulatiom of dust,hmes,vapors mgases - SECTIONS-Meal, 4. One-pan Mildew resistant Horizontal joints rsmconcrete ane annwammljjintin paving wbjedrotoot trmfie, indutle telephone and able television pre-wiring from streetm outlets per focal autlhorities having Specifications J. Temporary Sand m Facilities.rs. - A 3I. Structural 6teel: S. One-part Mildew re int se Silicone'.Commie n i an for cid joints a Leri r to nhmsbue. jurisdiction.�t 1, Provke mtl maintain required facilities and ewJowres. 7. StrutNmt beams shall meet ASTM A-36,least revisions B• Pigment small joint sealmt Far joints m interior side m ex(mm ovals too small to be caulked with /-v getable walant 3. Coordinate loaagns of switches,raceptades,doorbell,appliances antl°the,devices with Owner. K Bitriers. 2 Strucnaa pipe columm mal meet ASTM A53,latest revisions 7. Acrylic EnuivolVLalex joint sealant General purpose interim seamnt for joints to receive painters finish. 4. Provide testing,lees end perMts as requited by governing agencies m base bid. P. t. Provide benders as required ro prwmt unausorizetl enhy to constmctim seas,m spur 3. Provide double nut lar all cdumm anchor Notts t°slow for adlustment antl leveling.Imtall minimum t'norms G.Exterior Insulation and Finish System(EIFS): B:Materials: N for Owners use of sae and protect existing ma facilities and adjacent ftwfim s from damage Prank grout ender base gate akar echo.Anchor Dohs Imgths are embeOmmt lengths. 1. for Ins'PB EI FS System'by emex or equal systems from Dr)'vit or Star.System to consist of house wrap, 1. Wrcing-tapper throughout \\ ^'r from construction operation. �4. A0 column,ro beam connections may be made with stantlar0 madame bobs. mmhanically las!rwtl drainage type insulation,boatl,reinforcing mem and cementfbaue finish coats. 2. Circuit breakers-G.E,Westinghouse a equal t/) L Protection of insmllee work 5. Ag steel fabricatrgn,including beams and columns,mall receive a map applied rust iMibitive gamer. AD Follow manufacturers sped(xations for preparation and applkafron. 3. Switches-`Levaon'or aqua it O 1. Provide specie protection where specified in individual specification sections and where � raid welds mal be ground smooth and primed with a incl hNbdve coating- 2 Soppy flashings,stager tracts and amen accesswfes required 4. Faeroes-refer to schedule on planta- ' work iespectalrrmposition where bevdneranitocoalspeon prion damage. 6. Mjoist dweld,gerll to be groundstandard smooth and gauge mitt. 3. Fimsl,<dorand p tarter asksandohed an thedrawmesand as selected by Owner mtl Architect S. Telephone and dam-mini mum2Palr wiring(consuft Architect m Owner for additional par options.) ' � 2 Prohibit frame or srorape an waterproofed or roofed surfaces.When traffic a activity is 7. Use Simpson ZMAX line or Structural Correctors Triple Zink rated G185 hangers at all pressure treated 6. Cable T.V.-coaxial able(minimum CATS industry standard) O necessary,abtam recommendations lm protection from waterproofing or roofing material Nmber SECTION 8-DOORS AND WINDOWS 7- Security system-conwft owner for pre-wiring(a required) O marwtacturer. B.ArdhitecWral Metal: A Doan: e. Audo and video systems-consult ovvrner lou Are-with("rf required) N - 3. Prohibit traffic in Imdsaped seas. -1. Ornamental matl fabricafians shag be constructed by aatsmm ro resemme,as dowry as possible, 7. Exterior Doors:Pre-Hung in exterior name-refer to play for saes and types M.Mahlmmce and remora of utilities,facilities and controls. designs indicated in hese piers.If no dotal design ls provided,design sdechon mal be made by Owner in 2. pig exterior rigors should be a minimum V vane as noted on Massachusetts energy akulation and report Allowances: � ff y 1. Prohibit temporary services far construction until pmnanent service we wadable. Ornamental with lfaftmm mtl Arohaed submitted wain the Pre-Hung permit Consult Owner m determine,based an Overall budget the allowable cast for Herres listed below,Insert additional (r 2. Remove temporary above gentle u1flNes,equipment,facilities and mat¢riats prior ro 2 All wok shall be done in a professional manner with tight fits.We angee mtl secure anchorage.All(mous 3. Interior Dome:Pro-Hun Solid wood or mewl Names as noted,Refer ro squired. 7 Pre-Hung gars Ica saes and types serns'a r ' wDmntialcomgetion inspection. metal fabrication wilds must be ground smooth and coated with a rust inhibitive gamer. d. Garage Doors: Refer to dans to sac,Overread Dow Company or aqua,install with pawn operator. A Landscaping ( I 3. Clam and hepar damage .,ed by installation or use m temporary work h0 � 4 Reato 5. Hardware:5eledwrr of door and cabinet hertlwnm by Architect.Nose:Wnlrperor to consult Architect about i. Irrigation system � re pemanmt telllties used during construction to specified condtion.. - BE B-WOOD AND PLASTICS style ark quality of hardware.Contractor to re-key all locks after completion of construction and provide the 2. Sod b O.Allo«mcg. A Wood homing general: ownerwsAffrme sees orkeys 3. Trees and thence. 1�L,y �� TO�r C111. Refer to agawance schedule at end of these specifications. - 1. AN dimensional framing lumber shall stress graded,ba sgrated,Spruco-Pmo-Fm#2 a better.kith er. deed 1954 B.Windows: q. Hardscape(walks,patios,Writers.aro.) P.Catling mtl Patching. maximum moishnm e content.Lm umber aov l he a fiber stress in bending'Fb'of not less then 850 psi and a 7. Refer to Alms for sizes is and types,All window glass to be insulated gess with lows W sting. S. coot,spas and fountains / 1. Cm existing cordstruction as rewired in order to accommodate new work maduhes of elasticity*E'of.at less can 1.200.000 psi.2Palm exs2. All windows and doors with glow should retied the Massachusetts energy calculation and report submitted B.Entry Dom 4) - iting corsbnction as requbed Malin newwork blend cid and new work ro obtain a seamless Z. All erhg'vraered Wmber shalt be'Micrgllarti LVL(lamirrated veneer lumber),'Parallam'PSL(parallel strand with the building permit. � C.Door Hart-.:W "- ' appearance. mDer)and'Tirrtbershano and Truss ro JaistTJl/P `Silent Floor System manufactured by Tess Joist C.Mirrors D.Cabinet Hardware: C 3. Prwitle mmporary a SappOfts,mprotectiondt from elements and ongoing conPrusCfiarh. Installation m engineered lumber products w fabrications;mag be m accordance withmanutacmefs t. '/.`polished plate glass minors.Flak measure,and instal with both merJhanical fasteners andmastic.Use E Wall coverings: Ty 4. Salvage existing eamWctim as dmected sp¢Wcetiorhs of music None lsnot permitted F.Seamy System: O.Coordnatign. 3. M joist and rafter saes and spacing Shall meet.,--ad he mirrimum local building code requirement fm All changes of glass dna door specifications must be updated with a revised energy calculation.Contractor I.IO G.Counter Tops: 1. Coordmate he Wark,including but net limited to,mechanical and electrical work and the other load cartying capacity. nobly Architect of dry manges mat may have occurred in relation to the architectural drawings. H:Flooring: subcontractoInstallation m e seas where the Installation mechanical and elecbial work will be restricted, 4. AR wend in md etewwconcreteconcretemasonrycone manrypressuretr shall be pressure O eated. CA SOO1E: congeste0 or difficult.The Cmtract°r mall De responsible Ior cogrdnagng trades,sequences,mems and S. All exposed framing to remain mfirdshed(decks)m De pressure,treated enters specifically,indicated BECTON 9-FINISHESfr methods mtlsmetluks otherwise, A.Gypwm Bank United States Gypsum(USG)or egos. I Um/DRAWN BY 2. Cogrohate the worm all trades and with workbeing pedormedby the Owner Or the Owners consumards 6. Provide blocking.brwhg and stnsalemqulred,whether specifically indicated or,not Installslid 1. %'G.W.B,at all interim surfaces,use Type-X`fire rated wallboard at Garage calling and wags.Use N and Contractee. spaces. c es.and homing undo,al beams and posts enentlfng dawn through structure,mcludng interstitia flow moisture resistant wallboard a all bamroorhs.Use amort barktt bead as wDstrate ten Ole in r' 3. Thr Contracror shag obtain all necessary penats and coordinate required irrspectiarrs. spaces. Pr°Wers mtl bastubs.Mud 8 rope al pint and finish smooth(no fexame) 7. Provide mewl cross bracing on spans m dimensional lumber over 10'1I'ft In Spm. 2. Alternate:Veneer plaster over gypsum lath and finish s oot (no tex of poi °EV ISE e�I R ry SECTION 2-SITE WORK � B. OSB(orimfea strand boom or Cromer Bound):meet m exceed CARO HER 108 Ica APA rated sheathing. B.Paint Follow rtarnufactureYs recommendation for preparation mit applications of paints mtl dams.Colors are REVISED/REVISED BY A Soils Report exterior grace,%inch thick min_glued and nailed to be Selected by Owner,Prior to sending.insure all surfaces we property prepared,caulked,sanded,nal heads set ) t. PMmm silts tests Arlefmrt 4 ail earn and parity.I-tharistiG 9. All sheathing shags,span rated.pa spacing b as nom.Door or oval framing.as applicable. an0 Dratted add weather conditions tavorame ro Painting. () 2. Consul[Owner and Ardatect'rf self bearing capacity a fess man 3000 p.s.i. 10.Finning cannecmn,joist hangers,post base anchors,em,mag be"Simpsgn;'Taco,a agent-Installation i. Exterior. B.Private water supply and satitary>_ystems. shall De per manufacturers specifications. N . Wood(cele):2 coat smm;Olympic c aqua. y 1. Install systems in tem in ions shown, a taco.Stai¢and Federal requirements. B-Wall Framing. - b. Wood(Pant):1 coat acrylic gamer,2 Wet sorra-gloss acrylic latex;ICI Pant or equal. 2. Install sanitary system in locawn mwm m approved Utilities pian. i. Fxterim Walt:2 z 8 surds 16'o.a,roles otherwise noted on Alm. C. Metal: I coal rust inhibitive Primer,2 coat eggshell alkyd enamel;ICI paint or equal. 0 3. Contractor ro revrcw latera Imo Placement ten positivo drainage,and coondnate with site plan Consolt 2. Interior Wolfs.2 z 4 thiels�i6`o.c.,unless ethemiae noted on Plan. y' d. Masonry: 1 mat acrylic bonding gamer;2 coats flat acrylic latex:ICI paint or equal. OD Owner andArchilect C.Wall Sheathing: e. EIFS(Exterior Insulation Finish System):Manufacturers premaed polymer finish, .r:! C.Site Ckasg: 1, Wats:APA rated sheathing.Exposure t,APA G plugged exMiw gWe;7S'hick 2. Interior: Y 1. Protect eery trees designated to remark m sae and remove at vegefagm from areas within the Wilding 2 OSB:APA rated meaming,Exposure t,1?TBG quad and melee. a. Gypwm W:dlboam:1 W at Imex gamer,2 coat flat oat s ICI timet al equal W outline.Remove rig debris and aM excess o 8 fill materia from the site. 3. Aa wag mevng.s is t°. crowed with air tc.) tion baiter,Tyvek m equal,prior to mstmting final daddng b. Woodwork(stain):1 coat stern-Minwax or 7 cam Budin 1 2 coals waler based JOB NO: Z- Instal h Dales and s0 fences for erosion canirol,as nese conn,condmction. materia side Stucco,mason ( ) erpua, g sealer, ay scary. 9 (siding. ry veneer,etc.) s pay�r Woodwork . _ 7. No burning s cleared of grubbed malarial will be dlured Dispose or material off sae.Trmsport and D.Fluor Framing: a Woodwork(gam): i coat dl based primer or white lacquer untlercoatm 2 coal semigloss legally dspase m materials off ode. 1. Dimensional wether:z z to 1G o.r.,winless noted otherwise on pianSHEET NUMBER .� b. Metal; cooICIat acrpaintylic 0 rareequal.r,2 coat eggshell alkyd manned. G Flom cwerkngs:Conwlt Owner for specific ryPee of Dilor coverings. JA O . 20 L J ----------- f 46•-0• 16-6 4'0'MCI 12-6' 170' 7-O• 37-0- 17-0• FOOTING NOTES -- 1 5'-6' 5'-10• g I. ANY WOOD M CONTACT W/CONC.M15T BE P.T. I 7-II' I0'-6' 5-3' 7-8' 4'-8' T-B' 3'-4' • i--�I , 2 PROVIDE 7-10'CONCRETE POLR.(SEE SECTIONS) PRECAST 2 1 PRECAST CONIC, a TOP CF MAIN FOLNDATION WALL ASSUMED TO BE 100•-0• WI pD I SDOOR A BLI J04EAD E STEPS MINE 1 I WITH 3'-0'INT.DOOR 2 4. FOOTING[ELEVATIONS REPRESENT A MIN ALLOWABLE 2 GOCAT°ION 1 i FIELD. C I I \ I G.C.TO OETERMIf•E A DEPTH ALL FOOTINGS KUST BE PLACED ON LNDISTURBED V---- LOCATION IN FIBD. SOIL OR COMPACTED FILL BUT IN NO CASE IFSS TWAINAA THE FROST LINE DEPTH(4'-0'MIN)(CCNTRACTCR TO VE 2111 SOIL CONDITIONS U`DER ALL FOOT------ ---- -I ---- I--------------- 'O L��..�, i�w --STEPS TO - IG12ADE(DETERMINE LOCATIONS IN FIELD) I S U LL IVAN �WEL -- - ---------' ASREPLACE T-0X ARCHITECTS, INC. , I I I , . 100'q I I I , ARCHITECTURE-DESIGN.PLANNING 'v I p I 1 I 201 EDGEWATER DRIVE,SUITE 215 — WAKEFIELD.MASSACHUSETTS 01880 15'-4' I i :ter-a)I.n v j o B DR i SLOPE; SLOPE Tel:(781)246-7887 Falx(/01)246-1883 www.osullivanarchitacts.com I I �• LIVINIG RM. I — I I , L_- i i I r),eaa aray.:es apa apeancawra wme apm.aa — a LINE OF I>a6e Nalabcaaontr+mpne4.p•EllpeaMluq -----� I I ps h axQeayv cr.:lae ro nra aermba acAaa. I 314'DI HW.LALLY BEAM , , L-- I Aa.mp w revpaucxap nv•m•r.Kwa:,wrna I I C WITH TOP ABOVE 1 I h P' pr n paK Is Pam Alcu ma wrmer. _J 1 0 200 bn el os�Archtm is I Irc. ArD PLATE I5(-10• 17-7 b O 2006 OSullivan ArGvtecm InC- i ON 30 X30'X 17 C FOOTING LLL 4'CONC SLAB , i — — I I 1 TYP. CETAIU (3000 PSI MIW I LIN -ATDB25er 2817 OVER MIN COMP. I v I BASEMENT SASH ITN — T.O.SLAB AREAWAY AS I2E 'b I s'-o• '-B' 6'-a• 1 I b I I DINING b (TYPJ(G.C.TO DETERMINE ONS 1 N py I I a I I I I F I F 2 LINA I M.BATH O T 8` 6'-a• 1 t l W.I.C. I .g' � t II O WALL Imo- " - _ I I I I I I I I I I I I I1 -- --e ----- --------o-- - -a----- - ----e--------L I I------ b `� I L J L I 1 I 1 I I _J L_-J I 5•-• T -h • CL - --- 2._O. _J L--J L--J L b PFS� O —— O I I T-T T-4' 6'-T 6'-T 5'-4• 5'-T 6'-2 I b —— d' r �` 4•-a I 6 Meeting House b - I I b I I - \li 5`10• `^ b'q 00 _ Commons _ _ I L 1 I 2 I I iR o LAUND• 1/ 2 KIT N 1 Ob ,r,,y ----i i INeAME DF 6 , i (O 4'-r \aO LAV - a'-0 Portsmouth I I I I °� "�� I sEZ .� � P�nt•8 ° - -- - a- --- --C I I o _ -1 1------- -----------------� T-8' L-- b•-q• L--J b• -T I (o -------- ' - I , ..ro.sLA.e I I I 2X6 WALL T 2X6 WALL f^ North Andover , �-6• , i I as T-a• I 1 I I I I TI-E-CEILING OF_ 'i I ----- 1 1 I I 1 I GARAGE E 11-IE WALLSS`' P64 I Z/ WALL-WONCRETEO O. I I I ° BETWEEN TI-e GARAGE E "'LLL I corar.corx:RETe I I o z-n• s'-o• la'-a• N I I a'CONC SLAB FTG.(TYPICAU I I 'n I I — DWELLING REQUIRES A CO I 1 (300 PSH WW1 SINGLE LAYER OF 5/8'TYPE — 51 I ;� 1 S GYP.EAP WI 5 � FLEX RM. I I I TYPE BEAMS WITH s/a FOYER o vl I I OVe2 b- u•L COMP. rO I 1 I I os TYPE 7C GTP.9D. Floor Plans c}• I I GRAVE O I I .O.LFOLND. I I z-8" on _b j I o� I I100'-0' j I b_ 2 CAR -- ---- CD - I m a I I I ° - GARAGE 2X6 WALL I < I ro I I T.o.SI-ELF I I 20 m Z4 n 2r-O'X 21'-a' I I �z F po•;•� I 4----- -----I I------------ I, I I I a� F---------- --- - ---------� I I I C N 4AMKV7 -------------- -- -------- I 11�I , T. . . TOFIXl�U DROP WALL IT I I loo'=a' I I wAu_li I •�• 6' I - DOOR T.o.stiAB I i I 100•-10• I I I 1 COVERED PORCH DOOR •GARAGE I I I L------ --- J , 4'CONC.SLAB I o< w ------ _ I I wAu.w/a-13RICK O --- L•--5----------- J I 1 F-- - ------ - --------- I - I s'corac.r-olw. 0 0 0 j TOi I. �, ¢ N ------ — — -- 1 WALL. SEE DETAIL H. !J --- --- Q C� 7-O' 17 7-6•MO. Y-6'MO. IT 14'-10- T-2' T 2�i'•� i• �'^~ 7:1 YI ° 46'-O. 6•-O' 101-0• 6'-O' T-2' 1-3' ` j'�_•- T'1 .�- T-O' 22'0• 14•-10' SCALEf -SCafE: AS NOTED FOUNDATION PLAN 46.0• ISS,ED/DRAWN BY Scale: 1/4•.1•-0• 8/8ro6 0 S FIRST'FLOOR PLANIj REVISED/REVISED BY 0 U 4/4/07 7 GE3�ERAL NOTES �t Au ctttt•opele soma ee R.ncm w on exc..varias puv AWAY cay.no wArrTz AS 81 t•aCl9 Wa)E P4aaC NI.WI)9�1ALL EF PSrM A-16S lAp ALL SI.JC�K MwMA4 FLSLJagY DOOP SCHEDULE pEOt1pEO. FASTeM w.wr.w caACE ro wEvaa Movsvervr RRiNG cortaEre pincavvr, O l NaAtI.AI'ODTTC^+n SIWJ.2'A4 W IAOISlt4E®soa WVINa A MALNM EFA4rtp OApAGTY O Mf/6E32 TYPE MAIL WID114 F THICK REMARKS 'mop ]ACO rsF warns Fe4 snu s wOTr v1 PCQ Ca 5'14\.ATKN aRMG wr+lec.FooTmcs Aro Hoop somas wu RTOTECTICN c)Au.ucarzaWra.aoos Ape curtwuc•ne I.�•sTu o.w"uv suns sau-ee as xam® DI ENTRY MTLJINSIL 3'-0' 13/4 4 PANEL WOOD W/IT SIDELIGHTS C RCM fiCt2VG li RQJAIIflFS AT hC 9F1 N6 StiPACEa UYIL 1rQ BlA➢N6 B B�41C�AW FCR'QASi 6 TFft�CN gLlgS PEQ TIC LP.ICf ACL CODE RO_i.><(tHffS lftE^,a5 OM1E£W131AT® M TH=eorroM asvAnoN oP exreraop rooraa;s soma�A Lmiwawl cr ro-asow cursoe lewrm. [«rIE SmenaAi eeAwiNcs ppOVIOE�p00'As CerAam c.+rIe mrtvAcr C¢Awwes D2 DBL SWING WOOD (2)T-O' 13/4 mnoe.LoweTr Fearacs As peouiam ropeAa)soaC erApr•G D3 ENTRY MTUINSIl 3'-O' 13/8• 20 MIN RATED W/SBF-CLOSING WNGES 06016 JOB NO:a ALL corcpE t sew.w+..e A Mra w ccacpessrve srcBcn+a•anon vsl Ar fe o<rs raLAWs D4 GARAGE MTLANSI L. 4-0- 11/T KETAL OVEd-EAD DOORW/CLOSER eOTTOM CF p(CAVATICTS PfaC4 TO PC4MN5 FOOTINGS D Au Pafd1ATION WAuss+Aau.ee escwumEVTI.YoNOO MsawTORt Tuau.AvcmOS DBL SWIhIG WOOD 2)7-6' 13/8' o LOAor.cs , nuesMAuee ce.siceao Ac+uAlAroApt Norroee Ao.avr®wa,.m eaccTlo.aD6 SWING WOOD T-8• 1 3/8' - SHEET NUMBER -v, N TTIC awAnF somal ee vai mAoeI crAvawTq'omo Au�rroaerao pens Aro w.wrsI1Au-I£SEaR®r epCwce:posnlai c.+a+Ars cc ELIDB2MTUINSU_ 6'-O' 13/8' 4 TCQaD1Y CCAPACim a10'WTHt`MSnE MARpIAL MAT Q!l@D P 4CCH�rAESL i0 M 1 4eMC4CNG 511$• B0.5TEp"AS Ma•U'ACTI.Rm aY RICJwpnO SUSw Ml X4 Ca CR N+PC4JEO EaX�L Q-OTEa+aCAL B6.CHt. AM N�6TAW A 'OW aTMFS�"T G.3'eC�P TI LETA0.ID..AaQtfA1® I A- 1 L -� y__,___.__ __._ a I 1 �I i' 1 1 i 1 F DOOR SCHEDULE B 3 T01 TYPE MATL WIDTHHE1GW THICK REMARKS- B•RRT —--MTUINSLL 3'-O' 6=8' 13/4 4 PANEL WOOD W/I7 EIDELIGTTS ------ O ' S U L L I V A N W DEL SWING WOOD (21 7-0• 6'-8' 1314 - r——— —————— ' ' ARCHITECTS INC. D3 ENTRY MTLSLL IN3'-0' 6'-8' 1318' 20 MIN RATED W/SELF-CLOSING HINGES ' ' 1 04 GARAGE MTLANSlL 7-0' 61 11/7 NETAL OVBbEAD DOOR 11/CLOSH= 1 —J L——— —————� �——————, 0. ING D5 DSWWOOD (2)7.6' 6'-8' 13/87 - r I ARCHITECTURE.DESIGN.PLANNING 06 SWM WOOD 7-87 6'-8' 13/a' - D7 SLIDER MTL/INSLL G-O* 6'-8' 13/8' I I 201 EDGD,MASSACHUSETTS ORIVE,SUITE 2 I I WAKEFIELD,MSACHUSETTS 0188800 I 1 I I Tel:(781)246-1667 Fax:(781)246-1683 I I www.osutlivanarchitects.com I I I A 3 rosea aaw�oe e.a sneenp;em�n were yeoare4 I I b��iRre u��me�n�wraaa I I neva or.eaomsnon er mn rreeae,:,wecle or In OM Is PONdtatl w�Pwe e'a wneen I eerr.iesbn of QStJlven cNfec4.t I O 2006 OSulI'i Archft Me. I I I 1 I 1, I r-J � I I I I � I I I I I I Meeting House I 1 4•-10' 14'-4' I Commons 30X36 AC SS PANEL. TFT 2 O LOCATION IN Portsmouth _ ;6 I o I 4 ;o �� LINE OF 8'CLG N N I36 North Andover F}--4AN4Ff - ------rn-- --- ----- --- ------------- ((��'/) O O •-10• 16•-0• r-1o' e 7-5' GUEST BEDROOM a LO --_____W_ T-10' LINE ELF B'CLG 14 WALL AT 36' AFF. �-- Floor Pians (D LINE OF B'CLG—` I O I I W N KNEE WALL I AT 4'-O'HT. m D b� X36 AR� HT PPLATE OANEL.VERIFY xl FIELDLOCAIN t iV.Y '5 — ——————————— -------------� � 87 a•-to' a•-lo• Jrr, zo 0 ------ -- 70F q ------------- 0 CALF Scale: AS NOTED z 44•_p• ISSUED/DRAWN BY N 0 8/8/06 O G REVISED/FIEVISY O 8/25)06 � U 2121/07 �+ y 4/4107 7 O b0 G JOB NO: 06016 SHEET NUMBER _ 0 A-2 F CONT. CONT. RIDGE VENT,TYP. RIDGE VENT DECOROI.ND . R RECT 12 12 LOUVERED 8 F— �8 - ATTIC VENT - 12 HARDISHINIGLE ® ® -.. J5- 1012 A 2 I SIDING. O ' S U LL I V A N ARCHITECTLRAL� ASPFwir SHINGLES e 12 ARCHITECTS, INC. n — 1 SECOND 8 ARCHITECTURE.DESIGN.PLANNING FLOOR -- FLOOR 201 EDGEWATER DRIVE,SUITE 215 O � _ �O� WAKEFIELD.MASSACHUSETTS 01800 6•KLE-E2 CORNER— BOARDS ORNER 34X 4 3hX d X a a 34X 4 BOARDS l- 72X1 TR _ Tel:(701)za6-1667 Fac nei>246-1683 vvvvw. dLL o�s�ullivanarehltec[s.com m h ' EXT IOETZ ® Trow arewo-yseoec4ketwee verepecmea II II 11 II uu.�� e n,,,�,aa w ina bernirbe rocaeav oaoo oaoo 3 - rtce e2 A b ce ro \ geufe�.00.OQclon tH enY nxecE,h v4W Y HARDIPLANK m LL A aem+smn ci os�m�en acrn«e ec� SIDING.PAINTED.TIP. aaa� O 2006 O'Sullivan A,r ilects Inc. FLOOR NOTE- 8'FIBERGLASS PROVIDE RAILINGS AT LOCATIONS ALL WINDOWS TO BE STRUCTURAL PORCH �� P.T.DECK FRAMING W/ BR.CO STEEL 9-LgaEAO. P�SIGM�IEH.NG COUl.M15 H I MO X30 COMPOSITE DECKING ��REAR ELEVATION VFJ2IFY ALL DIM9VSIONS NOTED. INSTALL FRONT ELEVATION ` scab:,/4'.1'-D• MAN'. RECOMMENDATIONS.ALSO scale:1/a'-1'-Q SEE DETAIL 12/A$. 12 2 4 Meeting House ARCHITECTUR ' O � �ASPFIALT SHINGLES F- Commons \1 12 4 Portsmouth SEw 2 FLOOR North Andover 6'KLE82 CORNER BOARDS W lOp oQ Q Z Q as CLL [7 N 5•EJPOSLRE a E'p�p cn HARDIPLANK G a vO SIDING FIRST cT' FLOOR - Elevations 0 6•WATERTABLELEFT ELEVATION0' J Scala: 1/4'=1'- b0 O 12 1 �u7f ri O 12 .J� IO 12 Li 12 d F— 7 a '�y O z _ $ SECOND CALF: Scale: AS NOTED BOOR Q ISSUED/DRAWN BY O 3 X a 8/8/D6 F ` 15 D REVISED/REVISED BY x auL�¢I2 ' � W I I. LL] H3415 8/25/06 U C P.T.DECK FRAMttNG W/ 221.07 QQ_ COMPOSITE DECKING 4/4.D7 Q O — I by I [ Q FIRST FIRST JOB Na: 06016 O ANDERSEN BASEMENT L__J 3 SHEET NUMBER '4 WINDOW 2al7OR EQUAL. RIGHT ELEVATIO oO TYP. PROVIDE 4 $Kale:1/4•-1'-O' ^ AREAWAY AS JJ �r_ NECESSARY. L J F to12 I I �- 12 --110STAIR O ' SULLIVAN AREA OUTLINED ARCHITECTS, INC. I I ARCHITECTURE.DESIGN.PLANNING O 12 201 EDGEWATER DRIVE,SURE 215 8 O d I � 4 WAKEFIELD,MASSACHUSETTS 01880 v TeL(761)246.1667 Fax(781)246-1683 SECOND — 1 I www.osulliVanarchitects.com BOOR TMu tlrawnT eM soerilkatkre were PeP.retl IC EXTERIOR BEAM MBEAWALLS•t6' SEE SEE. .W/R-13 FI FRAMING FRAMINGI OPEN L N W F INSLTYR PLAPLAN I 1 \� TO u, 0 2006 o1 WWan archt ce.Fo I OND / r d m 2006 0s�m..an Arcni)ecLa Inc. N FL X KITC N II DINING o ROOM it ROOM ,o m Eft IRST PORCHFLOOR .................................................................................... ..............................FLOOR FRAMING Wlhl RI9 BATT INSLLAT10N,REFER 14 40LLWW WITH TOPI I ----- AND BOTTOM RATE I"I Meeting House ----- ON 30'X SO'X 12' CONCRETE FOOTING r - - TYP.(SEE DETAIL 7/A5) I I I Commons (__ 1 a GOO°Slae EN 6 g MIL OR BARRIER t 7 - � � J VAPOR BARRIER W/ ^-4 6X6X 10/10 W.W.M. Portsmouth REINF.OVE32 6'MIN COW,GRAVH. SECTION North Andover 12 I 4 r ' 12 Sections p } /CLNG JST Sections (� I W/R-3 CD \ I- i �_ ' BATT I LOFT \ Q DAR r,y ; .:o �� .................... :.. .........................................�'.....,.........,....................,...^.mr.., it i� �Cf `�. ELOCKINGS ` 2 BELOW WAL 2 WR-30 i3 O FRAMING BATT R•6U_ ZX4 EXTERIOR jr FLLW,S FOR 812E SILO WALLS•16. C, W TOE CEILING OF THE GARAGE E = MASTER BED O.C.W/R•13 FIE432. B �,OJ , PTO," p, Q THE WALLS BETWEEN TFE - LAV HALL IN$IJ..,IYP. 4. 1 "O a� GARAGE E DWELLING RECUIRES A ? M SINGLE LAYER OF 5/8•TYPE X = FLOOR FRAMING - io GYP.BD. 2X6 INTERIOR S T UD WN/SLIL FIBER 2 CAR GARAGE WALLS•16'O.0 W/ PITCH SLAB TO DRAIN ON FIBER.CURB FIRST ' O —IINSUI- I/8'PER FOOT MIN ON a•GAS CURB .....,....-................�...,..,•x•.....^ ....... ... ..........,................,..,.,,.........,...,.. .,,.,............,...,....,.........................................................,.......,....,..,.., ,... FLOOR SCALE: Scale: AS NOTED z FLOOR FRAMING WfM RI9 BATT INSULATION.REF62 ISSUED/DRAWN BY l I To FRA ING PLANS I [O ,t — 4•CCN-SLAB W/6 MIL POLYET-IYLE E a 314•DIA.HW.LALLT `X J I 8/8/06 O VAPOR BARRIER W/6X6X 10/10 W.WM 2 COLLWN WRl-I TOP J I I a� ��•+rn^= —i REIN..OVER b'MIN COF.P.GRAVEL TE REVISED REVISED BY ON 300 30"PLAD J J i I 825A� O O CONCRETE FOOTING J I I TYP,(SEE DETAIL 7/A5) J I J I I 4/4107 Q :3 f� _ _ ------�J 0 I I O I I 4'GONC.SLAB W/6 MIL POLY— VAPOR BARRIER W/6X6X 10/10 W.WM y 8 RE1NF.OVER 6'MIN.COt•,IP.GRAVEL ^'e ^'a JOB NO: 06016 SECTION SHEET NUMBER e Saala n 1_D A—4 I- CUT SHEATHING BACK MIN r RIDGE VENT WITH WOOD ROOF SFEATHING WOOD ROOF SI-EATWING FROM EACH SIDE OF RIDGE SHINGLE COVER ICE AND WATER SHIEUD.36'WIDE ICE AND WATER SWMLB .36'WIDE i ASPHALT SHINGLES ROOF AT ALL RAKES ROOF AT ALL RAKES WOOD RAFTERS SSH RIDGE BOARD ASPHALT SHINGLES ASPHALT SHINGLES WOOD ROOF SEATHING "• ^ WOOD ROOF 8 BAFR.E VENT,T MIN CLEAR - WOOD RAFTERS II' 1' SI-EATHING ,I('— I AIR SPACE —� .. ASPHALT SHINGLES WITH ICE I ) Aro WATER SHIED.36'LIP ( \ \ D(3 TRIM ON IX3 TRIM ON / ROOF AT ALL EAVES D(8 TRIM ix8 TRIM S'-IMP HURRICANE H2°�• \ cldm�%I SOUD BLOCKINIG A /, �,BLOCKING 24'O.G CEILING JOISTS EXTERIOR WOOD t IX3 TRIM i AND BATT O' S-U L L 1 V A N SHEATHING WITH RAS KlEER SOFFIT RAS 1x8 TRIM / INSULATION AIR INFILTRATION EXTERIOR SIDING \ BARRIER EXTERIOR WOOD BLOCKING / GYPSUM o ALL ARCHITECTS, I N C. BLOCK EXTERIOR SIDING SHEATHING WITH VAPOR IIAP21EII AIR INFILTRATION KLEER SOFT WITH AND IX3 FL=ING ARCHITECTURE DESIGN.PLANNING BARRIER CONTINLIOS SOFFIT VENT '~� \ DOUHI.E TOP 201 EDGEWATER DRIVE,SURE 215 �1 RIDGE VENT DETAIL BOXED OUT RAKE DETAIL "`T"'C`,SIDING '�� PtATE WAKEFIELD. ASSACHUSETTS01880 RAKE DETAIL / \ EX. ICR WOOD SWATHING f� EXT13210R SiW Scale: 1 �/ Tel:(781)246.1667 Fax:(781)246-1683 Scale: WITH AIR INFILTRATION BARRIER WALL WITH BATT INSULATION Vvw —L.111--rchitects.com EXTERIOR STUD WALL GYPSUM DRYWALL WITH BATT INL 2X6 WOOD SILL OVER - SZTPax aawecs ana SpeUllcatbro ware piepvea EXTERIOR WOOD GYPSUM DRYWALL OVERWILTP.T.2X6 SILL E SILL OVER VAPOR Iv�m n+•a laraevn ln6aied PWIkeOan vltl EXTERIRJG WITH AIR �� VAPOR BARRIER SEAL \ EAVE DETAIL BARRIER < ��JJG>_ EXTE3R012 SI BARRIER 3/4•WOOD SLBFLOOR A AIR SPACE AT SIDES 0 2206 O iron Archt-ts Iiv Im. EXTERIOR SIDING AND END OF WOOD BEAM �C CONCRETE FOLNDATION V FLOOR FRAMING-REFER RIM JOIST WALL '�. I \ SIMPSON•STRONG-TIE• BEAM-REFER TO / \ 1 TO PLANS WOOD 7LC LA LY COLUMN CAP FRAMING PLANS FURRICANE QIP. NOTES REFER TO GB•S2AL > I �� ) BOLT SPA \ S• I I 1 I 3 I/T DIA SCI-EDUU5 SIMPSON H2 I/T STEEL PLATE WITH 40 LALLY COLWN METAL DRIP D(WOOD SILL OVER P.T. ( '3""1 5/8'ANCHOR BOLTS 2X SILL OVEI SILL SEAL yr \� 4-6c SLAB 30'x 30'X IT FOOTING IX3 TRIM ON FRAMING X = WITH(3)v5 R®AR Ew. 1 PLANS FCR SIZE \_ O VAPOR BARRIER , 1X8 TRIM 0W 3 BLOCKING FLOOR FRAMING WITH /p• Y , VAPOR BARRIER E N _ E I BATT INSULATION. '� �i °1• I. ,I I• /).• KLFHt SOFFIT WI / BLOCKING / FINISH GRADE ip I SEE FRAMING PLANS 2X ,r( - '. ' \(.. COMINAJOS SOFFTi'VE NIT NOTE- WOOD PRESSLRE TREATED i Meeting House G.G TO DETERMINE RE3AR W000 SEAT ° I I I I • IX8 TRIM IN FOOTINGS PER SOIL \\/\�% • •C __� __ _ \\/, IQ-EER BEADBOARD CONDITIONS IN FIELD j SOFFIT CHANNELS'J• 10'CONCRETE! cQVPACT®' BLOCKING Commons FOUNDATION DETAIL FWALLouNDArIDN 6 WOOD BEAM POCKET DETAIL FILL Commons LALLY COLUMN DETAIL ///\ STRUCTURAL • J Scale: 1 12'=1'-0' Scale: 1 12'=1'-0" Scale: 1 12 =1'-0" �'CO 's Portsmouth I`IOTB NOrE n COVER D PORCH DETAIL PROVIDE(D CONTI1,11-01LIS v5 REBAR AT TOP AND PROVIDE(Z CONTINUOUS v5 REBAR AT TOP AND Scale: 1 12' BACKFILL TO BOTTOM OF FOUNDATION WALLS AND BAC/�ILL TO BOTTOM OF FOIADATION WALLS ANO GARAGE DOOR - � FINISH GRADE �CCNTS`L10U5 v5 R®AR AT ALL FOOTINGS FINISH GRADE (D CWTINJOUS=5 R®AR AT ALL FOOTPJGS D�fT�H21� ROU..E}lF ROLLED-UP FOUNDATION - i/\`� Ips 4'CONC. •\;\\//i i`%. ,1O' //\\/�` ASPHALT GA°RA° \ r PHOUSC OLL UP-WRAP SED S AP ,�HOI OEwRAP North Andover WALL I1=I:'�,J\�//�/� sue ovEz wAu III-'i'./ / /� / PITCH TO DOOR s EATHING FRIG DRAINING- /\ \' ° BRIER FREE ORAINWG I I j���'\\ /// \ PAVEN6HTEXPOSING St-4EATHING GRAVH.WITH //• / / / OVER 6' GRAVEL WITH I / \`. \�\�\ S _ATwNG WINDOW SEAL WAD E FILTER FABRIC I I-I '` •' MIN cCMP FILTER FABRIC 11=I I _ _ /////� Imo-- ° CUT l-OU5E-WRAP OPENING JAMBS OF OPINING, aM =IIIj-- n FILL OPEN NG,/J �QC.T AND FOLD INTO SEAt.A.M I I INSTALL WINDOW WI sRW ' ICONTACTING( ANN) -INSTALL SEALANT OUTLINE OF Ai T NOTE II FOOTINGS WINNOW v1 ///%///.%////� OVER SILL ANO LP FOOTINGS PER SOIL OPENING i SIDES.4'MIN G.C.TO OEI'I2MINE _ I - ./. \ �\ \\'\\\ \ \•. \ \\ _ 1 CONDITIONS IN \ / /. +•� REHAB II �\\ /:/�i/ / �// STEP I STEP2 STEPS r FOOTINGS PER 5O FIELD III-III ,I,' •. o / (D v5 RB3AR AT //\\�\\L{ ROl1U�-LP Details O CONDITIONS IW=III—I LhOIST�IRem I III—I , !„J O FIELD .1-III-I ISI I- a �� SOIL -III- II O�FOI.PDATION;f f� . HOUSIEWRAP UNDISTURBED /1=I O ' _ // ate• '� e' ILL ENPOSED J I ° u _ F°Il•DATION DRAIN I I I , U W F-COMPACTED I UNROLL TOP FLAP ° Y \ SOL =III T-8 WRAPPED FABRIC _I I I'-B ° O %. - FEATHINIG WINDOW BEAD FOUNDATION ORA IIY= \ S I I WRAPPED WITH + -III=II c Yl INSTALL 0D FILTER FABRIOI I1=III-_ -I I _ iffI I- —I I I= _ _ -I -111-I -I I 1=1/, OUNDA OWN ��'' / III—III- 111 — — —III ALL ROOF FRAMING TO BE 2X10 WOOD FRAMING •16'O.C.UNLESS OTHERWISE D(65•16'O.C.8/I_2� NOTED _ _ -- --, I I I _ t it I I 1 tl p I O ' S U L L I V A N CONT.RIDGE VENT,TTP. I /r —— t 2X65•16'O.C. E ' I\ ARCHITECTS, INC. O2XR1AOG 6/I2 I I ARCHITECTURE DESIGN-PLANNING ENTIRE LOW PTTO- BE COVERED WH ROOF TO XOS• 201 EDGEWATER DRIVE,SUITE 215 XTBDE WAKEFIELD,MASSACHUSETTS 01880WATER SHIELD.EICE O.G VERTICALLY LP WALL 3--0'. TYR I \ / // I O'VERFRAMING• / I �FLR I I Tel:(781)2d6-1667 Fax:(781)246-1683 I 16'OG I I I I vvvvw.osullivanarchitects.com I LINE OF ICE E WATER SHIaO. � 2X6 51-BOE.TYP. 1 \ vonlMcaletl.Ttli-adm erd I EXTEND 3'O'AT ALL EAVES, I,I I I I I I I I I is•w®slr amus m m•me.nleea ncaaon. I ' B E AM BELOW. ' Iw.n.•e�a.a Ian sPecuradon wme vantr•a —_—J I VARLETS,a OPENINGS TTP. 2X6 SLIDE.TTP. Uf � SEE 2N0 FLR _ 2X10 CEILING ' ammwrewad�sean Mery.r»oaa.:.•,ode 44*41 PLAN i \ i - �� t JOISTS•16-O.G L wl^oe^-tiww tiiea wano,.a•,a.+lm. ------ \ ____= I COM.RIDGE NEM,TTP. — of I I Pan++s,wn of dSUfwn NWivc»,Irc. m 2006 O'Sullivan ArchilecLs Inc. I I I O IIv 18 ,Ipy, .\ _ L J_ �' �' '`\\ '• I \ I 2X6 SHOE,TYR i 2 , 10/l2 OVB2FRAMEDI • ————— —————— 2XIOS•16 O.C. AMED D(I�I I ' I BEAM BELOW. I / ,/ I--------------J / IO/12 I0/12 fI ENTIRE LOW PITCH ROOF TO SEE FLR I -- — —Y BE COVERED WITH ICE& — W EXrBID Meeting House VVERTICTERALLYUP DCQN0202 WALL C�j CO D FLOOR CLNG FRAMING PLAN `J ROOF PLAN 3.0•. _ROOF FRAMING PLAN scale: ,�=,_D Commons Scale:1/B'•1•-0• Portsmouth ALL sEcow FLOOR FRAMINUNLESSGTOBE 2X10'OTED.0.°• North Andover LNE55 OTl-B E 1 XI NOTED. ALL FIRST FLOOR 2X6 CEILING FRAMING TO�2X10'5 JOISTS•16'O.C. 1GO.G UNLESS FRAMING NOTESOTFBN/ISE NOTED Lt.l U ALL FLOOR JOISTS.RAFTERS,E CEILING JOISTS•16 O.C. (NESS OTHERWISE NOTED. HOR DECK BEAM Ap 2X6 CEILING LOR 2J PROVIDE SCUD BLOCKING TO FOLMATION AT ALL JOISTS•16'O.G rrrrl \O BEARING POSTS.JOISTS. ALL JOISTS BELOW PARTITIONS PARALLEL vI') WPROIDEIX3INSISTS Framing Plans 31 PROVIDE 1X3 MD-SPAN ER2IDGING 4T ALL SPMS OVER (D 1P'X 9V1'LVLS. (D I 'X II 7/8' 10'-0-OR AS RECOMMENDED 8T ENGIPBBR®LLMBB2 DROPPED• 01 Imo'X 9 I/2'LVLS LVLS.OROPP&1 CD MANUFACTURER P.T.2X10 DECK (D 12y,X 1131.,LVLS, I JOISTS•16'O.G 4J PROVIDE DOLB E JOISTS AT ALL SIDES OF ALL FLUSH TOP ^ OPENINGS UNLESS OTHERWISE NOTED. 2XI CEILING 1 M�SJ PROVIDE 2-2XIS LEADED.AT ALL WINOCIWS APD DOOR$ FUNS 5•16'EDLNESS OTI$2WISE NOTED. BOTT FRAMEDc0 BOTTOMW/16' (D Imo'X 9 I/T xP p6)ALL FRAMING LUN IBER 1000 FIBER STRESS.E-12 MI LION LVL LVLS.DROPPED LVLS.OR OPP D All, -� Pte' (D 1�'X 16'LVL , \ � ('� I 7J'MICRO.LAM a.VIJ',PARALLAM(PSI.TINBERSTRAt O DROPPED J. (LSU AND"TNI/PRO SERIES'ARE REGISTERED TRADE MARKS p Q p 80 ANY SLAM VERIFIED OF OTHER BRANT BEAMS MUST BE F' CLECI:ED APD VERIFlED BY SLPPLI32. O 0)IS'XII Y4LVLS. (3)IL'X II Y'LVW^ I O RUSH BOTTOM FLUSH BOTTOM G.C.TO AD1J5T �. ( ..1 •I I LVLS.DXROFPED.I p "I�1 , .,} P � )•• 9J MAhtFACTLRERS SPECIFICATIONS REGARDING FRAMING AS INSTALLATION MUST BE FOLLOWED FOR ALL ENGINEERED Cl. WOOD PRODUCTS' - TOILET FOR OPENINGS H.10.1 ANY WOOD IN PRESSURE TREATED NT WITH CONCRETE MUST BE E. (3)2X10 'b IUM APOSTS SHOWN ON BURRING PLANS OR FRAMING BEARING WALL 1 PLANS INSUPPORTEDNER BEAMS SHALL BE CONTINUOUSLY SUPPORTED BRING WALL •.i. TO FOL.WATION WALLS CR COU.WTIS IN BASEMENT. DBI, BELOW ,;� . 12)BUILDING DESIGN LOADS ARE AS FOLLOWS, FRAMING AS a SCARE: SCBI@: AS NOTED ROOF- FOR 24D FLOOR CEILING40PS-40 PSP 0 Z 3•R1 FLOOR 40 PSF T50 PSIr OILET OPENINGS O i [0 � ISSUED/DRAWN BY IST FLOOR•50 PSF _ (1)IX*X 91/4'LVL e/aroa BEARING WALL•IO X Hf OF WALL (3)IY"X 18'LVLS. 2X10'5 FLOOR FLUSH F TOP. A 1 11 111 Ift, N JOISTS•IT O.G REVISED/REVISED BY 8/25106 ln� aJ I I 4/4,07 12, FRAMING NOTE I I I I=n'11;11 ' ZX6 CEILING ❑ � THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE •�—�— JOISTS•16 O.G ——————— J b0 FRAMING FOR THIS STRUC1lRE CONTRACTOR SHALL NOT �I (D 1�-X TY' �1 FIRST FLOOR FRAMING PLAN SCALE THIS DRAWING FOR THE LOCATION OF FRAMING (D Imo'X II Y'LVLS Nf]✓SH2S REFER TO THE PLANS,ELEVATION$,AND PORCH ROOF O SECTIONS FOR DIMED151CYKiAMF1EIGHTS SECOND FLOOR FRAMING PLAN BF"^" S�. •-�'-D' JOB NO: O06016 Scale: 1/H'•,-0' x SHEET NUMBER A-6