Loading...
HomeMy WebLinkAboutBuilding Permit #438 - 49 Hepatica Drive 12/19/2007 BUILDING PERMIT No»IM QE.�TLED 1 6. •pO TOWN OF NORTH ANDOVER APPLICATION FOR PLANE MINATION h T , Permit N0: 3� D Received ' 9SSACNUS�� Date Issued: IMPORTANT: Applicant must complete all items on this page ^er° Y :u �'P' ��' „� i �a a �; ^tee ' I L17' IN RC1R �OI a ave r a ,Mw' i •'` .,+ 7 ." ew '.sem ,�'^ a � "6• e=' v ������ a•���'�P,A �.'arf,� � Lw�l=7����i�T��✓T� � �a�+��/��(.�T{��4V�7�YY�� 4��i/5 �� t xe���1�.�� ��� l r � q�3 ¢ ! �-.d,. '�i':eS rc.:.3.,�4',..r^��. r+&n�-=�' _ sY _ �• _ -,^, s,`«.n;. ,,s'%i wi _�E F.,am.,a 4� �.(^.�ww TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ne family ❑ Addition ❑ Two or more family . ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other lood#aiai �. °Wetla�S• a W � ��. DESCRI TION/ OF WORK/TO BE PREFORM (✓PolS�U�i 6�� d� Identification Please Type or Print Clearly) OWNER: Name: �'a�i � Phone: Address: /� / •'G �c`✓�� �Uo ae *ext 7. �T '� Y KK £ s N3„ '�Z``,aj ,fit ° �,� e� '� '£ h NT �OTI � Php e � ` �� �ri� „ - .3,h 3 ie s. r n A llilsl All � E ra ,a x: a7R e tp� sCcts #Idase � « ' ' - /� Phone: Al- a `146 7 ARCHITECT/ENGINEER t! .� �YM'1 ,��t�,f��15 Address:6W ai�d 4" X, (looke�e��. (ak 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: $ 39'� -2S-0FEE: $ L/ e-P- ! Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Sig attired# gerfC1wne. agnate a of c�ntra�t4r. - r Plans Submitted er— Plans Waived ❑ Certified Plot PlanStamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well Tobacco co 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 & DEV LOPMENT COMMENTS !'L D REJECTED DATE APPROVED CON II SERVATIO ❑ - COMMENTS' j DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments � Conservation Decision: Comments Water & Sewer Connection/signature & Dafe Located at 384 Osgood Street Drivewa Permit �. AFIRE3PAR7MEN ` , ernp Dtapstet`an site yes no a t Located of 141laintreet rFtr� Deaar�ment s�gnatrareltlate i h .. .tel . Dimension Number of Stories: Z Totall/square feet of floor area, based on Exterior dimensions Total land area, sq. ft.: r mss pD Y12 /,-,g 'gr-tr- , 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.s100-s1000 fine NOTES and DATA— For department use i ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products j 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 a/ Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses vl Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) i ❑ Copy of Contract Q/ Mass check Energy Compliance Report a, Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording f must be submitted with the building application {I � r Doc:INSPECTIONAL,SERVICES DEPARTMENT:BPFORM07 I Revised 2.2007 Location No. Date NaRT� TOWN OF NORTH ANDOVER 3?0�,•`•o L F � 9 L Certificate of Occupancy $ E<� Building/Frame Permit Fee $ Mus Foundation Permit Fee $ G Other Permit Fee $ TOTAL $ �� �� a -? �. Check # ",J Building Inspector WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Industries of Massachusetts Mutual Insurance Company Burlington, Massachusetts (800) 876-2765 NCCI NO 26158 POLICY NO. I AWC 7013446012007 ITEM PRIOR NO. AWC 7013446012006 1. The Insured Keylime Inc Mailing Address: 10 Hepatica Drive North Andover MA 01845 (No. Street Town or City County State Zip Code ❑ Individual ❑ Partnership ® Corporation ❑ Other FEIN 04-3311218 Other workplaces not shown above: 2. The.policy period is from09/15/200709/15/2008 to 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 1,000,000 each accident Bodily Injury byDisease $ 1,000,000 policylimit Bodily Injury byDisease $ 1,000,000 each employee C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual of Annual Remuneration Remuneration Premium INTRA 285896 SEE EXT NSION OF INFORI AATION PAGE Minimum premium$ 500.00 Total Estimated Annual Premium $ 2,439.00 As indicated,interim adjustments of premium shall be made: Deposit Premium $ 2,551.00 ® Annually ElSemi Annuaily [J Quarterly [:1 Monthly MA Assessment Chg. $2,033.95 x .5.5000%a $112.00 This policy,including all endorsements,is hereby countersigned by 08/16/2007 Authorized Signature Date GOV GOV KIND PLACING CLAIM I NAME SAFETY STATE CLASS AUDIT OFFICE OFFICE CHECK GPO UP M P Roberts Insurance Agency MA 5645 2 1705 Inc WC 00 00 01 A(11-88) 1060 Osgood Street Includes copyrighted material of the National Council on Compensation Insurance, North Andover,MA Ol 845 used with its permission. and Standards Board of Building Regulations I Const ructionn Supervisor License kicense%\CS 75302 1. Bid--X274/1941 E rr 1 %2008 Tr# 6950 £ BENJAMIN C.OS 69 OLD VILLAGE lAl� ujr �f NO ANDOVER,MA 01845 Commissioner / r' .Seip; 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149_P. 2 Permit f Permit Date 2Jg-W REScheck Software Version 3.7.3 Compliance Certificate Project Title: Unit E -D Report Date:09111/06 Data filename:C:1Program FileslChecMRESchecklkeylimeunitb.r k Energy Code: Massachusetts Energy Code Location: North Andover,Masgachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 12% Heating Degree Days. 6322 Construction Site: Owner/Agent: Designer/Contractor: Old Setam Village Key Lime Ina J&J Heating&Air Cond North Andover,MA 1538 Turnpike St 17 Arlington St North Andover,MA 01845 Dracut,MA 01826 r WON MIMES= - �.. Ceiling 1:Flat Ceiling or Scissor Truss: 1726 30.0 0.0 60 Wali 1:Wood Frame,16"o.c.: 2520 13.0 0.0 178 Window 1:Wood Frame:Double Pane: 297 0.320 95 Door 1:Solid: 57 0.360 21 Floor 1:All-Wood Joist/Truss--over UncoWitionod Space: 1726 19.0 0.0 81 EUntaCa 1:FOMO trot Air.96 AFUE Air Conditioner 1:Electric Central Air.13 SEER Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitled with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScker*Version 3.7.3 and to comply with the mandatory requirements Ksted in the RESoheck Inspection Checklist.The hesting load for this building,and the cooling load K appropriate,has boon determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the buikf(ng shell be no greater than 125%of the d sign load as specified in Sections 780CMR 1310 and J4.4. 1e41)esigner wry Name Date Unit E Page 1 of 4 I . '�. ,Seep? 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 3 REScheck Software Version 3.7.3 Inspection Checklist Date:09/11/0$ C Ings: Ceiling 1:Flat Ceiling or Scissor Truss.R-30.0 cav'r(y insulation Comments, Abov"rade Wags: �Yall 1:Wood Frame,16'o.c.,R-13.0 cavity Insulation Comments, Windows: p Window 1:Wood Frame:Double Pone,U-factor.0.320 For windows Nrftut labeled 1)4actors,describe features: ✓ #Panes Frame Type Thermal Break?—Yes No Comments:_�Qr�lo�lSB•-1 e D 4;S4'c;t Doors: w6w 1:Solid,U•fact r.366 Comments:_. . h[',em 4- Te 0 a•loor�: W-I'fo'ar 1:AI{-Wood Joist1Truss Over Unconditioned Space,R 19.0 cavity Insulation Comments: �94nq and Cooling Equipment: O-Furtwce 1:Forood HO Air.96 AFUE or higher Make and Model Number. Air Cond(doner 1:ClecWc Central Air:13 SE R O(higher Make and Model Number: Air Leakage: Q Joints,penetratiorty,and all other such openings in the building envelope that are sources of air leakage must be sealed. GjVhen installed in the building enrvektpe,recessed lighting fbdures shall meat one of the following requirements: 1. Type IC rated,manufactured with no penetradons between the Inside of the recessed UVra erd ceiling cavity and seated or gasketed to prevent air leakage into the unconditioned space. 2 Type IC rated,in accordance m'th Standard ASTM E 283.with no more than 2.0 cfm(0.944 Us)air movement from the the condtioned space to the ceiling cavity.'fhe lighting fadure shall have been tested at 75 PA or 1.57 A&U pressure difference and shall be labeled. V r Retarder. Required on the warm-in-winter side of ail non-vented framed ceilings,walls,and floors. Materials kientifccatlon: ats and equipment must be identified so that compliance can be determined. Manufacturer marwala for ah inatatied heating and coorog equipment and service water heating equipment must be provided. Q,Ins(riation 11-values.glazing U-t'adors,and heating equipment eMency must be dearly marked on the building plans or specifications. Duct Insulation: Unfl E Page 2 of 4 ' • -�eP.-11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 4 ef'O'ucts shall be insulated per Table J4.4.7.1. Du Construction: a cessible joints,seams,and oonttec:tiors of supply and nAum ductwork located outside cmatioaied space,including stud bays or joist Cavdieslspaoes used to transport air,shall be sealed using mastic and fibrous backing tape Installed according to the menufactUMeS installation instructions_Mesh tape may be omitted where gaps are less than 1/8 inch.Ouct tape is not ed. AC system twist provide a means for batancN air and water systems. Temjparature Controls; hermpstgts are required for each separate MVAC system.A manual or automatic means to partially restrict or abut Aff the healing andlor cooling input to each acne or floor shall be provided. Heating and Cooling Equipment Sizing: al"i output capacity of the healing1cooltng system Is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimmtng Pools: ❑ All heated swimming pools must have an onloff beater switch and require a Cover unless over 20%of the heating anergy is from non-depletable sources.Pool pumps require a time clock. H Ing and Cooling Plping Insulation: ff-WAC PlOng Convoying tlulds above 120 degrees F or chilled thirds below 55 degrees F must be insulated to the levels in Table 2. I Unit E Page 3 of II • =S v, 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 5 Table is Minimum Insulation Thkk noss for Cin ulatfitq Hot Wstw Pipes i Insulatlon Thickness in Inches by Pipe Sines Heated Water Non-Circulating RuAOuts Circulating Malns and Runouts Temperature('F) Up to 1" Up to 1.25" 1.5'(p 2-0'. Over Y 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100.130 0.5 0.5 015 1.0 Table 2:Minimum Insufatlon Tblckness for HVAC Pipes Fluid Temp. Insubdion Thickness in Inches by Pipe Sims Piping System Types Rango(°F) ' 2'Runouts 1'and Less 1.25 to 2.0" 25"to 4" Heating Systems Low PressurefTemperature 201,250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condernate(for feed water) My 1.0 1.0 1.5 2.0 Cooling Systanms Chilled Water,Refrigemntan4 40.65 0.5 0.5 0.75 1.0 Brine 0elow 40 Co 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Unit E PBge 4 of 4 The Commonwealth of MaSNachusetts Department of Industrial Accidents 114 IN Office of Investigations d 600 Washington Street vaW Boston, MA 02111 r' www.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: J© P o CA i>pbua City/State/Zip: (90 i2+�-4,9&/e< ,1'�� Phone.#: �;_O 69 `S,�e -�(p, o Are you an employer?Check the appropriate box- 1. L(d'1�a general contractor and I Type of roject(required):. 1.❑ I am a employer with � �, g , employees(full and/or part-ti )me .* have hired the sub-contractors 6 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. E]Remodeling ship and have no employees These sub-contractors have g. 0 Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.•insurance.$ ' 9. F-1 Buildingaddition required.] 5. We are a corporation and its 10..0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 1(4), and we have no 12.0 Roof repairs t C. 152 insurance required.] , § employees. [No workers' 13.0 Other COMP. insurance required.] *Any applicant that checks box M 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ..,L,` Policy#or Self-ins. Lic. 7 013 4t'f'too( A Exj 7 Expiration Date: ?3 D Job Site Address: .J�1 G�(ti( r/� Ir I�(� '`"' V 4 ��a )wvG��d ity/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 thisstatement maybe forwarded to the Office of Investieations of the DIA for insurance coverage verification Ido hereby certify nder the pains and penalties of perjury that the information provided above is true and correct. Si ature. Date: �.� / a Phone 1#: (r�v Official.use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing'Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." ` An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"ever state or local licensing agency shall withhold the issuance or renewal of a license or permit to,operate7a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)statesNeither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es) and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA.02111 Tel.# 6.17-7274400 ext.40b or 1-877-MASSAFE Fax# 617-727-7749 Revised 1122-06 www.mass.gov/dia NORTH TONM Of Andover No. � 0 o11. over, Mass , . GOCHICHEWICK V 7,9S RATED � BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT /�/C' ............... .......� ................��........ .................:..........................,......... .......:............................. Foundation has permission to erect........................................ buildin g s on ................. F, �� c� ' ,�i �vt....................... Rough . ...../........... /�61� nl,rl,� / G' V / Chimney to be occupied as........................:?.. .............. ?......... .,�c .... ................... .. ............................................................ .. provided that the person accepting this permit shall in every respect confor to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRT TS Rough Service BUIL INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing- or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. r OILIE) SAIL 1\. 4 VIE]LACff O ' SUL IVAN 114 North Andover, MA ARCHITECTS ARCHITECTS ARCMTECrM DESIGN PLANNING U-1 41T ... ... ... ... ... ... - ". o000 0000 0 0 � ,� aoao 0000 N o00o aaoo O - a DRAWING LIST ARCHITECT DEVELOPER SITE ENGINEER b A0.1 GENERAL NOTES AND SYMBOLS O'SULLIVAN ARCHITECTS, KEY-LIME, INC. HAYES ENGINEERING w' A0.2 SPECIFICATIONS 201 EDGEWATER DR, STE 215 1538 TURNPIKE STREET 603 SALEM STREET Al FOUNDATION PLAN WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 WAKEFIELD, MA 01880 N' A2 FIRST & SECOND FLOOR PLANS Voice (781) 246-1667 Voice (978) 683-3163 Voice (781) 246-2800 A3 ELEVATIONS Fax (781) 246-1683 Fax (978) 685-1099 Fax (781) 246-7596 w A4 SECTIONS A5 DETAILS 3 A6 FRAMING PLANS n A7 FRAMING PLANS W/ SHED DORMER 0 m C.' O . A 017 0 CONSTRUCTION SET 7-20-06 i so•-o- T-3' 13'-6• 1•-II' 5'-4' 5' • 5'-0' Z-0' - 6'-0' T-0• 7-0' YI DIA CONCRETE FILLED SONOTLBES TO LWISTURBED DOOP SCHEDULE I SIO/IL(TYP LL) A4S I I�L.fvBER TYPE MATL WIDTH HEIGHT THICK REMARKS — — DI ENTRY MTLJINSU- V-O' 6-8' 13/4 W/I7 SIDELIGHT I I• _ D2 SINGLE MTL/INSLL 3'-0' 6'-8• 13/4 20 MIN RATED W/SELF-CLOSING HINGES °' °' (— 0I S U L L I VA N 03 SINGLE WOOD 7-10' 6-8• 1318* ARCHITECTS, I N•C. D4 SINGLE WOOD 7-' 6'-8' 13/8 - D5 SINGLE MTLJINSIL 3'-0• 6'-8' 1 3/4.6'-8• 13/4' D6 SLIDER WDJ PACIifTECTURE-DESIGN•PLlWNING 6'-O' - - D7 DBL BI-FOLD WOOD (2)T-07 6'-8' 13/8' I A I I I n B — — 201 EDGEWATER DRIVE.SurTE 215 08 SINGLE MTUINSUL 3'-0' 6'-8' 1314 - A'l 4 WAKEFIELD.MASSACHUSETTS 01880 D9 GARAGE MTL/INSLL 4-O" T-0' 7 METAL.OVERH4 DOOR W/r-0'TRANSOM — — — — — — — — — — — — — Tel:(781)246-1W7 Fax:(781)246-1883 DIO SINGLE WOOD 1'-6 1 6'-8' 13/8 - (g• www.OSUWVANAACHTTECTS.CAM DII SINGLE WOOD 7.8' 16'-& 13/8 - I � — — — — — — — — — — — — — — — — — ( ��nr•��..a����� . IO•CONCRETE Ft•D. /♦ - S a O1e 1oG1ian .Nb 1 ii0 WALL W/20700' / - I I v rbuaeyoauc�Bm�M•.rti.wcw h I I CONT.CONCRETE L FTG.(TYPICAU 4•CON(.SLAC P.,...slo„ Iosw•w�awaa,.�. MIL P PSI W/6 MIL POLYETHYLENE O 2006 05ulfrvan svchltects Inc. VAPOR BARRIER W/ 6X6X 10/10 W.WM REINF.OVER 6'MIN I p COMP.GRAVE- /7 n r 10' NCRETE RSD. 'ANDEzse�r 2817BAse,.sJr - SASH WITH AREAWAY AS 2X4 WOOD WALL /20'X10' ITY RECD PJ WALL•16'O.C. T, O.S�,g CONT, (TYPICAL) I10'-9' 7"-T 3'-0' 14'-0• 6'-.6' b'-4' I D GENERAL NOTES I BEAM BEAM I. FO 1,0ATIONS I POCKET I— � POCKET A) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM I I - - - - - L - L,J - Old Salem Village BEA12ING CAPACITY OF 3.000 PSF(POUNDS PER SQUARE FOOT).. p q I T.O.FOLND. LIFE OF I I � B) TIE=BOTTOM ELEVATION OF EXTERIOR FOOTINGS SHALL-BE A MINIMUM I WALL!3— UP BEAM O OF 4'-U SOW OUTSIDE GRADE LOWER FOOTINGS AS REQUIRED TO REACH 103-0-_ — — 14P ABOVE v BEAMT GOOD BEARING. . C) THOROUGHLY COMPACT THE-BOTTOM OF D(CAVATIONS PRIOR TO — — — I � — — — — � ,' BEAM LINE OF ORMING FOOTINGS, I BEAM 9 TO D)ALL FOUNDATION WALLS SHALLL Be BACKFll IID EVENLY ON BOTH SIDES O � I ( W'�� F � v, I— I I pOOETABOVE WA-t TO PREVENT U•EIALANCED LOADINGS. v I 99'-8 EL.W-8. 7315'DIA 14W.LALLY 100'-0• I COLUMN WITH TOP E) ALL BACKFILL USED INSIDE T1-E BUILDING SHALL BE Wit-GRADED GRAVEL v •-�—DROP WALL 17 I APD BOTTOM PLATE BELOW T WHICH SHALL-BE TPOROUGt-LY COMPACTED IN 8'LAYERS.ON-SITE MATERIAL HIGH PT-MAN I I 'O CONC RE FOOTING I I R��.I tG '1 � L�., MAT USED IF ACCEPTABLE TO THE GEOTLCLNICAL ENGINEER. I I DOORI I T.O.F-0LIND. = TYP.(SEE DETAIL) I . N F) ALL CONCRETE SHALL BE PLACED IN DRY EXCAVATIONS.PUlM AWAY 1North Andover, MA GROUND WATER AS REQUIRED. I I ? II'-7 91-0' 8'-0' N G) FCR CONSTRUCTION DURING WINTER.FOOTINGS AND FLOOR SLABS WILL I I Y (� p� REQUIRE PROTECTION FROM FREEZING TEMPERATURES AT THE BEARING (3000 PSI SMMIN.)W/6 O- BEAM BEAM o SLRFACES UNTIL THE BLALDING IS ENCLOSED MID LEANED. - I I MIL POLYETHYLENE m 0 N I POCKET — F � 1 7. POCKET _ . VAPOR BARRIER W/ O — O— N 2 CANCRETE I 6X6X IOAO W.WM Q LL LINE OF L .J L J A) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRBJCTH OF I 1 1 r--i't 11 E=- 3.000 11 I RECNF.OVER 6'MIN �w I I SAM `J 1. C N 3.000 PSI AT 28 DAYS COMP. WA GRAVE. R ABOVE B) MAXIMUM ALLOWABLE 5113vtP OF CONKX2t�E SHAM NOT EXCEED 4'. F i I •� I I WALL FOUND I I Foundation Plan P_ 3 c) ALL CONc2eZE WORK SHALL COMPLY WITH A.C.I.SPECIFICATIONS I I I I 100'-II a TS Og_EL . 3. REINFORCING STEEL, W A) ALL 12EIJGFORCING STEEL SHALL BE ASTM A615-(;RADE 60 AND SHALL BE FOOTING NOTES' ( I I OETAILED.FABRICATED AND INSTALLED IN ACCORDANCEC.WITH TI-E LATEST L ANY WOOD IN CONTACT W/CCNMUST BE P.T. 14( DROP WALL 7 ACl SPECIFICATIONS 2. PROVIDE 7-10'CONCRETE POUR.(Sly SECTIONS) I I I OW T.O.sLAe V•T.O.SLAB I 0 F(e — — —16�. — — — — — — i I B) WELDED WIRE FABRIC(W.WFJ SHALL BE ASTM A-185.LAP ALL SPLICES t2 LOW PT•GARAGE (L 99 Q O N 3 TOP OF MAIN'FOUNDATION WALL ASS A1ED TO BE 100'-0' I L DOOR — — — —E 4- — J I g MINBMIJM SECU2E.Y FASTEN W.WF.IN PLACE TO PREVENT MOVEMENT DURING o CONrCRe7EPLACEMeNT. — — — — — — — — — — — — — Key-Lime, Inc. O� 4 DEPTH.ALL FOOTINGS MUST PLACED ON UNDISTURBED FOOTING ELEVATIONS REPRESENT A MIN.ALLOWABLEO 'O T.O.FOUND. - C) ALL HORIZONTAL RODS ARE CONTINUOUS.THE LENGTH OF ALL LAP — — — — — — — — — — — W�CONCRETE END. WALLED O I 10'CONCRETE END. North T Andover St. W SPLICES SHALL BE AS REQUIRED FOR'CLASS B'TENSION SPLICES PER THE SOIL OR COMPACTED FILL BUT N NO CASE LESS THAN O DRIVE OUT I COtJT.CONCRETE VARIES I WALL W/207(10' _ (u North Andover,MA 01845 THE FROST LINE DEPTH(4'-0'MIN)(CONTRACTOR TO V CONT'.CONCRETE v • LATEST AGI.CODE REQUIREVB•ITS UNLESS OTHERWISE NOTED ON THE VERIFY SOIL CONDITIONS UNDER ALL FOOTINGS.) in EL 87-0' L FTG. — — 4 4' FTG.(TYPICAL) STRUCTUMAL DRAWINGS.PROVIDE CORNER RODS AS DETAILED ON TI-E CONTRACT DRAWINGS- — — — — — — — — — — T.O.SHELF 3 bo D) PROVIDE A CLEAR COVER F120M REINFORCING STF-R TO ADJACENT 0 19'-4'MO. - T BRICK COURSES CONCRETE SURFACES AS FOLLOWS.- BELOW GRADE BOTTOM OF FOOTING 3' 20'-4' 17-10• A PIERS AND WALLS I I/2'(EXCEPT 7 AT v6 AND LARGER BARS) 50'-0. SCALE: 1/8'=1'-0' �. T1-ESE DIMENSIONS SHALL BE CONSIDERED ACTUAL AND ARE NOT TO BE O ADJUSTED INETLERDIRECTION. (-1FOUNDATION PLAN - UNIT E ISSUED/DRAWN BY O E) All REINFORCING RODS AND W.W.F. R.SHALL BE SECURED IN PROPOScale: i/4•-1'-0' cos,•,.06euaa•s. POSITION ON CHAIRS OR BOLSTERS AS MANLFACTURED BY RICHMOND SCREW REVISED/REVISED BY � ANCHOR CO.OR APPORVED EQUAL D U 'v W H UNIT E S.F. 5-25-06 Q FIRST FLOOR 1596 SF. JOB NO. 04022 SECOND FLOOR 895 SF. SHEET NUMBER TOTAL- 2491 SF. O _ GARAGE 477 SF. Al OPT.SECOND FLOOR 1053 SF. SIM A B M M — DOOR SCHEDULE r — — — — — — — — — I-r — — — — — — = — -7r `- t•Lfy1HER TYPE MATL WIDTH 4NGHT TLACK REMARKS II I I I I I DI ENTRY MTLJINSIL 3'-0' 6$' 13/4 W/17 SIDELIGHT D2 SINGLE MTVINSA- 3'-0' 6-8" 13/4 20 MIN RATED W/SELF-CLOSING HINGES D3 SINGLE WOOD 7-10' 6'-8' 13/8' I I D4 SINGLE WOOD 7i" 6-8' 13/8 D5 SINGLE MTLJINSII_ 3'-0" 6'-8' 13/4 D6 SLIDER WDJ 6'-0' 6'-8' 13/4• - Al� UNIT E S.F 5-25-06 D7 DBL 81-FOLD WOOD m 3'-0' 6-8" 13/& FIRST FLOOR 1596 SF. DB SINGLE MTLINSIL 3'-0" b'-8' 1 3/4 - D9 GARAGE MTLJINSLL 4-0' '_O 7 MRAL OVBa-EAA DOOR W/r-0'TRAISOM O ' S U L L I VA N - SEC.Of-D FLOCQ _69.x- DIO I SINGLE 1w000 I r-6' 6-8' 113/8 1- Z'.70 TOTAL-. 2491 SF. '31,; /d DII I SINGLE I WOOD 7-8' 6-8' 113/8 1 ARCHITECTS, INC. BELOWGARAGE 477 SF. 5p'-0' ARCHITECTURE DESIGN.PLANNING ILAL — — — — 1zo -5— — — — — — — — — — — — — — — — OPT. FLOOR 10531§f0• 8'-8' la'-4' 7-0' 3'-0' 3'-0• T-0' 7-0" 201 EDGEwATER DRIVE,SUITE 215 LINE OF WAKEFIELD,MASSACHUSETTS 01880 8'-0"2ND Ir-3' �-a TeL(781)246.1687 Far p81)246.1683 FLOOR W W W.OSUW VANAACl/fiECTS.COM 27X30• r OHASE �' iV CLING ACCESS in 1? I PANELS TnnSe aeMtrgs vq mealoewe..n www b ue�t tl,e locefan ii4innitl,n{'Iiofun ,C . IL 22-X30- WOOD AILING DOWN TO wv�wnwoa+ao�M.ro•meene.bwnae b bofwi 36• VE GRADE w b vim+.a pioNo�w r�v.e ti.wn�n ° ACCESS DECK pam5sim H OSumen ae:iws.be in PANELS O 2006 05uiAvw Nct4lects Inc. 1611 TTI I I I I I k 0O SECOND FLOOR PLAN - UNIT E ALTERNATE _ DECK ° 7-6 7-8• 3 M C M A A 8 ITT ° FLA CLING 4-0" I � it II I r o � O — II I 1 PQE•FAB 7-0' 3._7 GAS Old Salem Village tV Dw " KITCHEN/ BURNING I f _ BRKFST FIREPLACE I f 3 a _ Ia-a x w-6 LIVING M. BEDROOM ��Ow PERM.B DROOM ISLAwI WALL I I� ROOM II B DROOM f n3 T BELOW O I6'-8"X 14-0' OWE 1 -0"x 15'-0' 14'-4'Xx t3'-a" Cd-INT� I I'� St" Ir 'TRAY CLG. SL OPE to zo ;n �, W-10' '-4' 5'-5' 4'-11' 4' 5'-T 7-0' 4'-Z- I I N Ir-II' T3" — — — — — — — — — — — — — — — — 'CLT 18 ° I I { LINE OF 3'-O'C.O. h Route 1 4 8-O2ND MECH a �r I MECH FLOOR OOWN c — V CHASE i , CLNG PAN \ iV wow dy,� N t69 QA�ING l North Andover, MA � 3'-O'C.O. LAUN LINE Of= ° b 71 ON IL SAR AITT G D a l.P L OVE ° r-4" 7-6' 4�� co zn 16R o o I6QI 11 4'-9' 8'-IT p �yLJn'�T o 13'-7 X 19'-4' WOOD P W°"- eFirst & Second PAILMG•-in 36'AFF. <.3 36•AFF. C�DOLINas Floor Plans o. BEDROOM W.I.C. 20'-10" lr-4" b,, 5'-6' 7-6• -4M. O3 _ t w 1r-6'X 18 0 2 CAR O3 LAV BATH F NI m BATH N LINE OF GARAGE DINING �y ? O O Key-Lima, Inc_ p _ BEAM .20'-0'X27-4' - ROOM may p, - - - . �t T67C 2v � 10'-8'X 14'40' l '1 `'Yyl• - 1538 TurnpikeSt, O I North Andover,MA 01845 W LIFE OF - 4 B'-0 W.I.C. _ I ° a - 27X30' CLOG �— — 0, - TLE CEILING-OF TI-E GARAGE E ACCESS --11 T4E WALLS BETWEEN THE Hol-F WALL 't O PANELS — — — — — AQAG€$OWf�LJNG — — — 36"AFF. U 3 t. E VE TORA d� I I sINE LATEcz of 5/a� , \\b- w/WOOD CAP in I in IV I W(TTT 18 TYPPROE-0'X GYP EID. 15 I — — — b a STLOY SCALE: T/8'=r-v A I _ 5'-0'K1 WALL I I I I Ir-6 x 4-6' ♦ ISSUED,DRAWN BY 20-06 ACCESS zo `FIBERON O REVISED I REVISED BY O I I PAN9.S - - - I O I ( O I v DECKING-2 } 1027M U PORCH — — — — O — — — —I O 3 4 q JOB NO: 04022 O 2T-b• 3'-10' 3'-10' 1991-10' 5'-T 4-10 5'-T 5'�i' 9'-0' T-0' 6'9' 6'-3' 0 SECOND FLOOR PLAN - UNIT E ALT. 21'-O' 16'-6' SHEET NUMBER AA 2 �_ Scale: 1/8'=1'-0' 50 /\ I FIRST FLOOR PLAN — UNIT E ,/['— 1 C.ob11A•-�•JY . ACONT.RIDGE VE3YT ,16 /:Cow ow.RIDSE O ' S ULLIVAN I ARCHITECTS, INC. 12 I ARCHITECTURE.DESIGN.PLANNING 10 L APCWITECTL92AL FIARDI-PL.ANKI 201 EDGEWATER DRIVE,SUITE 215 S41A1�S O ASPV-HILT SHNGLE / WAKEFIELD,MASSACHUSETTS 01880 MARDI-PLANK I SIS ARC WI TECTLRAL Td:(181)2461867 Fax:(?81)24&1683 12 / ASPPALT S14NGLE WWW.OSULUVANPHCkifTECTS.COM 6 I 1111 it 11 111 H 1 11 1 / rn?) . /�` 12 7 1Ta5!ae..wros ero apeobcatiaa.wn moves to eu v me�noa na lea.vlaorion.a ID f `. ua Ls e�ely rdra b e,.IeeNsea Iomlm. (leas ar rvpa4W0.Uy.^Y m.QW,in v.IWe / I � � Oerl.o Paha MIM M Mls'. AXIIII O 2006 CYSLAIv n Architects Inc1 III AS(�I-IALT SHINGLE ICE E WATER SFEI D.NOTE TYP.3'-0'ALONG C721CKETD02M!E3Q AT ALTI3RATE VALLEYS.EAVES E II — — — ELEVATIONCXLYDOPK45ZS — ,TTEP- - II AS SECOND FL ooR SECOND FLooRR . v' V YUAN: �5 E LF1 D625 `�T E`�° Salem Village (TYP) CTYP) F` 6'PAINTED WOOD 1 T I TR W1 6'PAINTED WOOD CORNS:MOARDS(TYP) 4fi C004EPBOAROS(TYP) ON- 4•PAINTED WOOD TRIM 5 5 4-PAINTED WOOD TRIM AROUND DOORS E WINDOWS (x1 ? ARND DOORS E WINDOWS 0 8•BOXED PLAIN 3 3 0 (TTPj I-PLANK SIDING O PANEL FYPON fTYPJ OUJAIS-163409 aa- FIRST FLOOR ovv — — IX PAINTED W(XJO — B'BOXED PLAIN 9 TYP IX PAINT® Route 1 14 I I WATER TABLE I I I PANEL A ELF aCN I I TWAT WATER ANDERSEN N 200 DESIGNATION By — — — — — — — — — — — I— — — — — — — — — —I� WINDOW DESIGNATION B7 I i North Andover, MA cV'-1 .SNDER$Q`I 2CK] SERIES — — — — — lri I I I II I 200 SERIES UNLESOTHERWIE WINDOWS NDOWSN M Nps OTHERWISE NOTED I I I I f IT h I I I I1— =7—I. -1����y-��'1y�{1�-1 /�-T�'T�� _ TZC �M FE11 LEFT ELEVATION - UNIT E L J 1..q. —I U t"l 1 t Elevations bB3 -ct "I W I N ROLLED-LP Rp1IDyp QOLU3 UP Key—Lime, Inc. H�AP HOUSEWRAP HOUSEWRAP 1538 Tumpike St. W CUT))LSE-WRAP EXPOSED ptpp,SEp lNR()1J.TCP FLAP North Andover,MA 01045 AND ROLL UID EXPOSEDSPEATHING sl-EATUING AND TAPE sIDES - • EXPOSING SW-ATUING AND WINDOW WAD .P SWATHING WINDOW SEAL WAD E INSTALL CUT HOUSE-WRAP OPENING - JAMBS OF OPENING.- FLEXIBLE I ❑ I tba,. AND FOLD INTO INSTAR WINDOW UNIT MEMBRANE ,3 SEAL ALL AROUND OPENING INSTALL FR.DCIBLE CONTACTINGSEALANT FIRSTWIT14FLANGES SEALANT IVIG I INTERIOR OF WINDOW Q - OUTLINE OF MEMBRANE SEALANT AT JAMBS TEEN BETWEEN WINDOW SCALE: 1/8'=1'-0" WINDOW , OVER SILL AND Up AT 1-EAD UNIT AND FRAMING A WOPENIING /// SIDES,4•MIN ISSUED/DRAWN BY O STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 7-20-06 • � WINDOW INSTALLATION. `°�""'""'""'�" No Scale REVISED/REVISED BY 0 U 'v W AJOB NO: 04022 0 0 SHEET NUMBER L - A3a 12 B "ARD' NOTE A° OISULLIVAN ° 0 CONT.RIDE Va,1r ARCHITECTS, INC. �?ITERATE C. ARCNRECTURE'DESIGN'PLANNING SHN 12 201 EDGEWATER DPoyE,SUITE 275 7 WAKEFIELD,MgSSACHUSETTS 01880 I _ _ Tel:(781)246.1661 Fax(781)2441883 I I W 'OSUIINANARCH7ECTS.COM L TECMAL — WW'— PkALT ASP)AL SHINGLE NOTE I DCy J ® (- 4.'°`a-ry Grim a b°'P'Cfoum�a gEy TB2ATE ARCI-NTECTlRA1 -c.n.�a br"y „n,AS'PALroo0°,. RSP)ALT SHINGLE aGt,Y c. O 2006 O'SLIII an Archftetts Inc. 4Y=OOR I t �TERs f LEADERg I 6 PAINTID WOOD �— —� ICE f WATB2C / \ ITYP.CE WA S-EIL, I —/ \ DV SSS,EAVES f C�`rR90ARpg(TYP) b=DOR 4'PAINTED WOOD TRIM DOORS f WINDOWS 0625 f LEMS ((T'TDP)' SIDING ®5 WOOD � 6'PAINTED . PAINTED DA Old Salem Villa yyPLA1N PAPANEL4. ODD TRIM Village ON COLLAy�°163409 ARIXW DOORS f WINDOWS M "AR I-PLA K SIDING D1 1iFIR57 BOOR I I I I IX PAINTED WOOD C> I I WATEQ TABLE NOTE 6 WINDOVy DESIGNATION BY o I I 200 I I NOT® �SSSE371�WISE I I I I III I I I Route 1 4 _ 5 I I I North Andover, MA _ _ _ — va — - - - — _ _ I I I I I I I W WDOW DESIGNAT)0N BY I I I RIGF T ELEVATION UNITE III I I ANDS Sezles U 7e UScale — _ `{.7 WINDOWS U i I ' J L— — I �i— — NOTED nSzwiSE Lir-lit "E—E w REAR ELEVgTIp(=_ — — — — — I I CJs we 1/4 - UNITE — =z: =z Elevation's s 3 s~ A ' 0 KeY-Lime, Inc. 1538 Turnpike SL Q - North Andover,MA 01845 U _ WW� E� OSCALE: 1 ISSUED/DRAWN BY h 7-20-06 I REV'S—/RESED BY --` - JOB No: 04022 SHEET NUMBER A3 b O 'SULLIVAN ARCHITECTS INC. � ARCHRE CTURE�pESIGN•P1.4NNING - 201 EDGEWATER DRIVE.SUITE 215 WAKEFIELD.MASSACHUSETTS 01880 NOTE 12 S ELEVAT ON OILY AT AL ATE 10 r 12 A5 Tom'N8oslR IVB FX(781)246,883 10 - ANARCHITECTS.COM 1 12 n m,�,'"0,,,,wea0­__aeo_ use6 YWmbO.gip{p•q�YiO A5 6 I— ATTIC 12 / 2X4 1,NaEWALL ABaem: � OVE.1. 10 12 / 6 O.C. 10 0 2006 osullivan_.Nte.Inc. / BEAM SEE - - BEAMns ATTIC F3ZAM/ FeAMI PLAN'"GCLNG,JST$. PLAN _Z / W/R-30 BATT. 1 3% BEDROOM I� AS 43BEAM SEE LOFT . N ING IZ-30 BATT. W/ BEAM Sly -:- -^ - _ ------ _- . INSLL. FRAMING PLAN �- 1 SIM ROOF BEDROOM Old Salem Village FLO0R JOISTS.SEEas RAFTERS W,FRAMING PLANS R-30 BATT FLOOR JOISTS. p2 \ 2X4 L.16 R.oOR JOISTS INS WLLAT1oN SEE FRAMING PLANSWALL•16.O.C. W/R-19 BATTSSLL AMING p, KITCHEN W 3 BATT. INSLA_SEE BLOCKING M CL FRAMING PIANS •WALL 2X4 15 C0 O STLOEXTERIOR 2X4 EXTERIOR As CD 9 it LQ_ 76'O.C. SILO WALL NTTI-E WA LS AGE E BATT.INSLL 13 � SOLID GARAGE E DWgLING AI S A THE2 CAR - LIVING BLOCKING N SINGLE 1i°�OF 5/8.TYPE E GARAGE 3 b ROOM ALL ------- --- ------ GYP.BD.PROTEX • Route 4- o -- - ------- WITH 5/8'TYPE x GYP.80. 9 po. OI - ININ 4 71ooa BATT oo North Andover, MA b 'NNSLL O 16 a FT2AMING PLANS a F 14 A5 0 LAIN. --- -- - FLOOR JOISTS ---------------------- W/ ------- BASEMENT W/P-19 BATT - - N I 0 18 INSLL SIB= /1 N As n FRAMING PLANS 1s Li it E 11 0 � —� A5 S@Ct1pt lS 4 4 CONIC.SLAB(\C PSI MIN-)W/6 '� LINFIN. MIL P6X 10/j W Wg VAPOR BAi IET,> IO BASEMENT • M COO P.G W E REIW.OVER 6- MRL COM".GRAVEL A SECTION - UNIT E J •3 ��scale: „s a 1•-0. . A MIL POI Y��q V PSI MIW W/6 Mn6 /1° MV ole KeY-Lime, Inc. GR.pVg 1538 Turnpike SL COW f3 SECTION - UNITE "°"Andrne,.MAo,34s O _ �_/Scale U v F GY SCALE. 1/$• 1'O A O ISSUED/DRAWN BY O o_20-06 00eaw..� RE14S-�1SED BY JOB NO: 04022 —-- _ SHEET NUMBER A4 K:10SGOOD�R•1•E1141Construction Drawings\Unit E\04022—Unit E d.dwg,10/27/20 , — 06 9:38:48 AM I i 1 ¢4 ~� PES D €s � II �1II e �gn g lit@9 6 g PEI go Of Zx 6 - •i• d� �'� A v-r 6 � � z v V m RAI �^ W pp= j 4 0 o $ Ada m `•,fillQl O i Z t .:,yq qqq[P V � �a ��� 9 0 j� ,A �$ . a'IP 3�^� 1 I i eeplzpD � P8U �1p�� 7 _ � "5537R�II�YY7� 6 VAMM §rid r ao I Ogg t a 14111 ,-11 g�. Cl? x #tt n N He � �o�ki �� ����q ����� ZC it 03 N C D 0 c z Q o p Nn N o N -3 c �• - CD 1 8 n ill - zD � � p Z =SM SECOND PLAN:9M BEAM SEE SECOND I I CD l%•X 1$i LVL 13i X IIYi LVL I I I 1�•X 11:'LVLFLOOQ _ I _ I I o I S PLAN FOR I I �«IG�"° WOR - - � O 'S LILLIVAN II 'i LVL II I ARCHITECTSI NCOWRIDGE VENT FRAMING PLAN p , C. CON.RIDGE VENT iS �` BWA" (2)I 'XOW -DESIGN LVLX i VL I 201 EDGEWATEq DRIVE,SUITE 215 IP TOP — (OSEM 01880 OPING FDR Tetp81)246-1667 lac()81)246.7680 B OW ALL 'DR FDR www-°S(x>1 ANnacr+rlECTS.00M / \ I = WALL I O =B&WALL �n�i .a= _P,, =& CONT.BEAM,SEE bms- SECONDCLNGaSIZG�PRFZE112006 ' L J r (4)I-Y4•X 18•LVLD Fi OR �O BEING — _ — J FLUSH IGOcaD Woop ROOF PLAN IIXT�UPSHLEjSOFFITS ov uAn>eo I DROPPEDi WOR NDTED "`�5 OTFg2WISE Scale IA. 1-0 AND LLLONG y SOFFITS AND Dd2AA�5 A11'ROOF FgFM4RJG TO BE f4)13i X V,'LVL FR ••IG�O.C.(`LESS OTHg2yV1$E I i 4 FLOOR STS w/ NOTED lD 13q•X 9Yi LVL DROpp® Rl l X W LVL ❑ (4)Iii X�i•LVL FRAMING NOTES, SECOND FLOOR FRAMING PLAN OOP JDAMED A w Old Salem Village U LE FLOOR JOISTS,R 2 Stele:1�a 1•-p. Lf 071�1VISE NOTED. E CEIUVG JOISTS.Iti O.C. z; ROOF FRAMING PLAN 7 BEARI is POSTS. C10�TO JOISTS BELOW AT ALL 4 . PARALLEL WITH JOISM E ALL JOISTS BEiOW PARTRIONS �'1 B• 1-0• 1O' CR ASDO MID-SPAN BRIDGE AT ALL SPANS OV62 OO M.AN_FACTLI����D®BY EIyGINEEPED UjAq Z NC' - p)P.T.DOGS Route 4OPENINGS IDE DO(BLE JOISTS AT ALL SIDES OF ALL P.T.ZOOS y ` OTHERWISE NOTED. •16'O.C. 1 -1 4 5J PROVIDE z-Do0 1 Lr"LESS O SEOTED.N AT ALL WINDOWS�DCCT r— — — _ — _ _ _ _ North Andover, MA ALL FRAMM 2XICS.12- .O.O W - P.S.I. LLMBgl 1000 FIBER STRESS,E-L2 MILLION I �LLAM O S ARE 4 E,..i1 BELOW bEq� pJ 'DRO Pte •LVL TJUPRp Sez i ANY SUBSTITUTIONS OF O PE, STER®TRADE ALL � a X1�� t + {.. N AND SUPPLIER. ER. BEA/AS � i"i l 11 E O 9J MpNFA VERIT BY S(+I'PLIBZ_ MLST BE QERS R {X�1t"'LVL BOTTOM. IDR IDR C ►STALLA7ipry BE FIOATIONS REGARDING BOTTOM�� — Framing Plans « (� WOOD PRODUCTS• FOLLOWED FOR ALL tNGIN 10.)ANT �.RE 7� ACT wTREATEDTH cONc�TT=nUsr BE CONT. AIYY FDR Emit;WALL p)FYs'X 9Y!LVL .0 IDAW FO NDA-5 � �0G PLANS, FRAMING 3 TO FSU DATION WALLS OR COLLI NS N 1— S 7ORT® IZ)A BULpR�DES0N LOADS ARE AS FOLLOWS. � �•LIST K so PSF .�00., �Rp RCE -30PSF ' �T Fp 1538 eY-Lime, Inc. U IST FLOOR. 4 PSF ACCESS TOILET OPgy�S North T��St. PSF =&WALL p MA 01845 BEgRING WALL. MEI.OPNG CONE. 10 X Hi OF WALL SOW ( (D Ii X 9Yi LVL - � EXTEND O Q�4,� IDQ GAPAWALL -1- FAST FLOOR FRAMING TO 'o GIGO�� SCALE: 1n6'�T•� f-+ T" DRAWING IS A GRAPFdC FRAMIj,IG �CEIO� _ _ NOTED FRAMWG FOR 1ZEn=ATION OF — -_.I (-OMT. ISSUED/DRAWN BY (� Sc THIS ST FOR TI.C- CONTRACTOR T>£ FRAMING s 16'O.C.UrLE55 (D Iii%16'LVL 6-9-06 TF+s DRAWING FOR TAE LOCATION of AMINGOT OTMFQWISE NOT® SECOND FLO B o(F4RAMeD O Ma+a°zs F To TIE •os.��+.�K �O SECTIONS FORoIAQ.)$IOP1$SA'n,EIS Am 3 Sia$e:1Ar=1 P CLNG FRAMING PLAN REVISED i o FIRST FLOOR FRAMING PLAN Scale: 1/8-= 1 0' JOB No: 04022 SHEET NUMBER f C MO ROOF RAFTERS _ • 16'0.C. BEAM SED SECOND O' S U L L I V A N ;• FLOOR FRAMING m Pw X It(:L (3)114'X'.LI:LVL f�j x 1012-LVL Iii x ll):LVL PLAN FOR 92E ARCHITECTS, INC. • IiDR AFiCKITeC U E-DESIGN.PLANNING HOP \ `4 201 EOGEWATM OR(VE,SUfiE 215 \` � WAKEFIELD. 88 MASSA"SET1S 010 Te1(781)246186/ Fie(781)2461883 — W W W.OSLJLLIVANAACHRECTS.COM I BEAM SEE SECOND I BEAM,SEE SECOND HDRFLOOR CLNG I I br�eamebab.l�a.waw..° .e FRAM IG PLAN FOR(3)IV BELOWWALL FRAMING PLANFOR I i yrs•b 4ni1.0 b k E•,f•1 bGben (,.irse w hPM.^Yme.W.F wlcY 5¢E I SIZE FLI.U"H Fi2/..AED 0 47X I ECH FLUSH F L TOP — I I (2)134*X SI'i LVL CeNG HM —1-0R O 2006 OSUA.an Alchke=Inc. J I • — CONtT.RIDGE VENT I BRNG WALT. BRNG WALL . CONI.RIDGE VENT BELOW BELOW FOR 1I HOP I J CANT.BEAM SEE g n SECOND FLOOR G.C.TO ADJUST— RUI4F1 I CLNG FRAMING T 8 ERM WALL I PLAN FOR SIZE FRAMING AS ALL SECCND FLOOR FRAMING BELOW TT��OPBJYJGS FOR .16'O. W.ESOD FRAMING OTHERWISE CR I (4)IYI X IB'LVL NOTE) O�am Old Salem Village DROPPED (4)R1i X 967 LVL FUSN FRAMED W/ fI �— _ FLOOR JOISTS JIM FJ-%1FI2, El / — �-- —J L _J — - 2)405 (4)FY:X 9r:LVL / — ICE AND WATER 94ELD OSA_MED FUJ5H FRAMED W/ ExTE•DED 36'UP SOFFITS ALL ROOF FRAMING TO BE DROPPED ROOF LVL l9 13/i X Aft'LVL O FLOOR JOISTS AND ALONG VAllFYSFLUSH 5 ROOF PLAN DORMERS no CL.EESSOT-ERI I I ( 2 SECOND FLOOR FRAMING PLAN W/SHED DORMER Scale:Ile•—1'-0• Route 1 1 4 ' 1.)` FRAMING NO1�E CEILING JOISTS•16 O.C. ROOF FRA N North Andover, MA c"IO ZU PROVIDE SOLID BL DMW TO FOUNDATION AT ALL 4 ON BEARING POSTS DOUBLE ALL JOISTS BELOW PARTITIONS Scale:1/8'-1'-0' In PARALLEL WITH JOISTS. (3)P.T.2)005 Oi 3U PROVIDE DO MID-SPAN BRIDGING AT ALL SPANS OVE2 p KY-a OR AS AMENDED BY ENGINEERED LUMBER P.T.ZXIOS N MAMPACTURER - •I6'O.C. 1 r ILJ "it 1I 11 (V 43 PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL iq W47 X 9Y:LVL O OPEWQS UNLESS OTR32WM NOTED. DROPPED 2MM•IT O.G (2)f3/4' 4 LVL eo W PROVIDE 2-2)40 HEADERS AT ALL WINDOWS AND DOCKS ) — Framing Plans W . _EHE SS OTHERWISE NOTED. — — \ r- — — — — — �r — — w/Shed Dormer 6)ALL FTRAMIIVG LLM162 1000 FIBER STRESS.E--12 MILLION P.S.I.'LT 7U'MCROLLAM 4AU.PARALLAM PSLY.`TIAIBERSTRAND m IV X H6'LVL QSI AND-TJWRO-SIES'ARE REGISTERED TRADE MARKS. MECH FLU9a FRAM® HDR ER • Nl 8J ANY SUBSTITUTIONS OF OTHER BRAND BEAMS MUST ED EaO OPNG BOTTOM - CFECI®AND V621FtED BY$I.PPLLI3R. _ 9J MANF-A.C7t1T2ERs SPECIFICATION$REGARDING CONI- - K@y-Lime, Inc. -. .. C3)W,*X VC LK 38 15Turnpike SL. INSTALLATION MIST BE FOLLOWED FOR ALL'ENCINffi2® _ - DROPPED NEN,Andover.MA 01845 WOOD PRODUCTS' . b)ANY WOOD IN CONTACT wRH CONCRETE MUST BE - - - BRNG WALL G.C.TO ADJUST m PRESSURE RE TREATED 08-OW FRAMING AS bo NrEMED FOR IU ANY POSTS SHOWN ON BUILDING PLANS OR FRAMING 3 TOILET OPENINGS FANS U DB2 BEAMS SHALL BE CONTINUOUSLY SUPPORTED _ TO FOUNDATION WALLS OR COLLMJS IN BASBv1ENT. CONT. ..A 12J BUL.DUIG DESIGN LOADS ARE AS F'-0U-DINE (D Pl X 9"7 LVL SCALE: l/lfi=1'-O' O ROOF-50 PSF FDR MOPPED ISSUED/DRAWN BY Z3 2ND FLOOR CEILING-30 PST= 6-9-06 2ND FLOOR-40 PSF T FLOOR BBEEARING WOOR ALLL O X HT OF WALL BRNG WALL , ALL f ZW WOOD FRAMING - V 813.OW ExT' r REVISED/FiEVl9�BY q� •16.O.C..LNPSS OTHERWISE ,o2sR)6 NOT® ALL SECOND FLOOR CEILINGI WALL DA — — .. FRAMING TO BE GO WOOD — — Fpa' F12AMM•I6'O.C.U NESS OTHERWISE NOTED 5 FRAMING NOTE, — — — — — — — —� . JOB NO: 0402 THIS DRAWING IS A GRAPHIC REPRESENTATION OF T O FIRAMING FOR THIS E, im CONT S STRUCTURCONTRACTOR SHALL NOT — — t2)w X 16'LVL SCALE THIS DRAWING FOR TV-1E LOCATION OF FRAMING FLUSH FRAM's FIRST FLOOR FRAMING PLAN 0 MEMBERS REf82 TO THE PINS.ELEVATIONS.AND BOTTOM rn SECTIONS FOR DNvBSIONIS AND HEIGHTS. SECOND FLOOR CLN FRAMING PLAN W/SHED DORMER 1 scale: 1B=1-0 SHEET NUMBER . 0 3 Scale: ,�._,•� A7