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HomeMy WebLinkAboutMiscellaneous - 141 BERRY STREET 4/30/2018 (2) - � � �` W �i \ Cmmonwealth of Vamac"tte 0 tial U� onl Apantdtme o13im Sw icm Permit No. O6 Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS Rev. 1/07] leave btank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be perfonned in accordance with the Massachusetts Electrical Code C 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 06/03/2016 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 141 Berry Street Owner or Tenant Jeffrey and Tiffany Moonl Telephone No. Owner's Address 141 Berry Street Is this permit in conjunction with a building permit? Yes ® No ❑ (Check Appropriate Box) Purpose of Building i Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of 29 Solar PV Panels 7.8KW I Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ced.Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs r11 AL No.of Luminaires Swimming Pool `n I �� No.of Receptacle Outlets No.of Oil Burners es No.of Switches No.of Gas Burners rn (40 1 No.of Ranges No.of Air Cond. 1 No.of Waste Disposers eat Pump Numb T Totals: No.of Dishwashers Space/Area HeatingN l her No.of Dryers Heatin A lrancet g pp Ent No.of Water KW o.o LN Heaters Signs tt L ent t C�2 .�5 Q-. , No.Hydromassage Bathtubs No.of Motors �l' p. ent OTHER: �n I`� '` ' Atte ��1 I `or of Wires. Estimated Value of Electrical Work: $7,500 (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived b the owner,no permit for the performance of electrical work may issue Y P Pe y e unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and completer FIRM NAME: Bay State Solar LIC.NO.: Licensee: Philip McCarron Signature LIC.NO.:A14068 (If applicable,enter "exempt"in the license number line) Bus.Tel.No.. 508-930-1405 Address: 2 Shaylee Lane,Lakeville, MA 02347 Alt.Tel.No.: *Per M.G.L.c. 147,s. 57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally Y required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's a ent. Owner/Agent If�jQ\ Signature Telephone No. PERMIT FEE: $ �ccon:n:onwealtic a�cca�achu�es Official U� Onl aLJePartrnen�o�.}ire�ervdces Permit No. O� kviOccupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS Rev. 1/07] leave blank 1 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 06/03/2016 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 141 Berry Street Owner or Tenant Jeffrey and Tiffany Moon[ Telephone No. Owner's Address 141 Berry Street Is this permit in conjunction with a building permit? Yes ® No ❑ (Check Appropriate Box) Purpose of Building I Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of 29 Solar PV Panels 7.8KW Completion of the followingtable may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above o In- El o.of Emergency Lighting rnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS I No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No,of Alerting Devices Tons g No.of Waste Disposers Heat Pump I Number I Tons KW No.of Self-Contained Totals: I- Detection/Alerting Devices No.of Dishwashers Space/Area Heating KWLocal❑ Municipal F1 Other Connection No.of Dryers Heating Appliances KW Security ystems:* rY No.of Devices or Equivalent No.of Water No.o No.o Heaters KW Data Wiring: este s Signs Ballasts N f No.o Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or E uivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: $7,500 (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10 and upon completion. P �1 po co p et►on. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete- FIRM NAME: Bay State Solar LIC.NO.: Licensee: Philip McCarron Signature LIC.NO.: A14068 (If applicable, enter "exempt"in the license number line.) Bus.Tel.No.,• 508-930-1405 Address: 2 Shaylee Lane,Lakeville, MA 02347 Alt.Tel.No.: *Per M.G.L. c. 147,s. 57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally ( � required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent, Owner/Agent $ b�jQ\ Signature Telephone No. PERMIT FEE: 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00§Rule 8: In accordance-with the provisions of M.G.L.c.143,§3L,the permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth,and applications shall be fried on the prescribed form.After a permit application has been accepted by an Inspector of Wires appointed pursuant to M.G.L c. 166,§32,an electrical permit shall be issued to the person,firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L.c.143,§3L. Permits shall-be limited as to the time of.ongoing construction activity,and may be-deemed-by the-Inspector-of-Wires abandoned-and_iavalid.if he—_. or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period.Upon written application,an extension of time for completion of work shall be permitted for reasonable cause.A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections 74 and 75 of Chapter 238 of the Acts of 2012.The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this puipose by establishing an automatic four-year extension to certain permits and licenses concerning the use of development of real property.With limited exceptions,the Act automatically extends,for four years beyond its otherwise applicable expiration date,any permit or approval that was "in effect or existence"during the qualifying period beginning on August 15,2008 and extending-through August 15,2012. L fait —Permit/Date Closed: - ZIO — ***Note:Reapply for new perm ❑Permit Extension Act—PermitMate Closed: Dat 1411A . . . . �xLARD s TOWN OF NORTH ANDOVER • PERMIT FOR WIRING This certifies that . . . . . . . . ✓. . . . . . . . . . . . . . c. . .. . . . . has permission to perform . ..&QN Pit G . . . . . . . . . . . . . . . . . wiring in the building of . . �� �jj . . . . . . . . . . . . . . . . . . . . . . . . . . . at . . . . ..!� �. . .era- t, . . . . . . . . . , No Andover, Mass Fee .c7.� . . Lic. No. ,t ELECTRICAL INSPECTOR heck# 1.357 N 1 '1 11. 2 � Commonwealth of Massachusetts Offidai`Useonly Permit No. 1, ` t�(2— Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS ev.1/07] (leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT INWK OR TYPE ALL INFORMATI0119 Date: City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of�or her intention to perform the electrical work described below. Location(Street&Number) / / &e,(9 t 5-✓ Owner or Tenant � l' j Telephone No.92 91a Owner's Address13e,�'�'�u� ✓ Is this permit in conjunction with a building permit? Yes ❑ No [Y (Check Appropriate Box) Purpose of Building ��� (�"�'�11�� �U� Utility Authorization No. - Existing Service t:� Amps ✓ /9`/OVolts Overhead❑ Undgrd V No.of Meters New Service Amps ! Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feedersand Ampacity 1 - 7� i4�,o Location and Nature of Proposed Electrical Work: / 2 Completion of the following table may be waived by the Inspector of Wires. No.of Total No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA Above In- o.o mergency ug ting No.of Luminaires Swimming Pool rnd• ❑ rid. ❑ Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Gas Burners No.of Detection and No.of Switches Initiating Devices No.of Ranges No.of Air Cond. Tota No.of Alerting Devices Heat Pump Number Tons KW No.of Self-Contained No.of Waste Disposers Tot als• Detection/Alerting Devices Local❑ Manicippal El Other No.of Dishwashers Space/Area Heating KW Connection Heating Appliances K'w Security Systems-* No.of Dryers No.of Devices or E uivalent i No.of WaterNo.of No.of Data Wiring: Heaters KW Signs Ballasts No.of Devices or E uivalent Telecommunications Wiring No.Hydromassage Bathtubs No.of Motors Total HP No.of Devices or E uivalent OTHER: Attach additional detail if desired;or as required by the Inspector of Wires. r Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The e is in force and has exhibited roof of same to the permit issuing office. ertifies that such coverage P undersignedc CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) I cert,under thepains andpenalties ofperjury,that the information on this application,is true and complete. FIRM NAME: ,e;;%d11J G �z�ilL r G LIC.NO.: Licensee: ,f emz Signature /��'�/ -'s'""'"► LIC.NO.: 1,7 (If applicabA er"exempt"in the license number li .) Bus.Tel.No.: ,/ O Alt.Tel.No.: Address.:- ���3:� -�-` *Per M.G. 47,s.57-61,securnty work requires Department of Public Safety"S"License. Lie.No. • OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent�,y �jjJJ a-� 7 3-�e49� PERMIT FEE: $ j96ee" Telephone No. Standby Generators 17 kW - Air Cooled Gas Engine Standby Power Rating 17 kW 60Hz Includes: ■ True Power&electrical technology ■ Two line LCD tri-lingual digital Nexus controller l ■ Electronic governor / in External main circuit breaker, ;o� system status and maintenance ;00 interval LED indicators,and GFCI / duplex outlet ■ Flexible fuel line connector ■ Composite mounting pad • ■ Natural gas or LP gas operation ■ UL 2200 Listed C YL os Catalog numbers:ASGN017RBS(Steel) LISTED ASGN017RBA(Aluminum) Features ■ Test criteria: ■ Innovative design and prototype testing Prototype tested NEMA MG1-22 Total commitment to component testing, System torsional evaluation reliability testing,environmental testing, tested Motor starting ability destruction and life testing,plus testing to applicable CSA,NEMA,EGSA,and other ■ Solid-state,frequency compensated voltage standards,allows you to choose Siemens with regulation the confidence that these systems will provide This state-of-the-art power maximizing superior performance. regulation system is standard on all Siemens models.It provides optimized fast response to ■ True Power®electrical technology changing load conditions and maximum motor Superior harmonics and sine wave form produce starting capability by electronically torque- less than 5%total harmonic distortionfor utility matching the surge loads to the engine.An quality power.This allows confident operation of unequalled t1%voltage regulation. sensitive electronic equipment and microchip based appliances,such as variable speed HVAC. ■ Siemens transfer switches Long life and reliability are synonymous with Siemens.One reason for this confidence is that the Siemens product line includes its own transfer systems and controls for total system compatibility. Data Sheet www.usa.siemens.com/generators 2 0 2 M h N CZ' J Features: Standby generators - 17 kW •Generac(OHVI)Design Maximizes engine"breathing'for increased fuel efficiency.Plateau honed cylinder walls and plasma moly rings help engine run cooler,reducing oil consumption.Because heat is the primary cause of engine wear,the OHVI has a significantly longer life than competitive engines. •'Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. •Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. -Full pressure lubrication system Superior lubrication to all vital bearings means better performance,less maintenance and significantly longer engine life.Now featuring a 2 year1200 hour oil change interval. •Low oil pressure shutdown system Superior shutdown protection prevents catastrophic engine damage due to low oil. 1 -High temperature shutdown Prevents damage due to overheating. -Revolving field Allows for smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. •Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. •Displaced phase excitation Maximizes motor starting capability. -Automatic voltage regulation Regulates the output voltage to±1%prevents damaging voltage spikes. J •UL 2200 Listed For your safety C Compatible with:ST1001110C,ST1001112C,ST1001114C,ST1001116C,SL100R,SL100RD, Sold separately SL200R,SL200RD,SL400R,SL400RD,SL200RDPM a� I •Manual/Auto/Off switch Selects the operating mode. I •Utility voltage sensing Constantly monitors utility voltage,setpoints 60%dropout,80%pick-up,of standard voltage. •Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. -Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 10-30 seconds. •Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds. -Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. •Programmable seven day exerciser Operates engine to prevent oil seal drying and damage between power outages by running the generator for 12 minutes every week. •Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. 1 •Main line circuit breaker Protects generator from overload. -Electronic governor Maintains constant 60 Hz frequency. -Aluminum weather protective Ensures protection against mother nature.Hinged key locking roof panel for security. enclosure Lift-out front for easy access to ail routine maintenance items.Electrostatically applied textured epoxy paint for added durability.Catalog number ASGN017RBA has aluminum enclosure. •Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries. J -Small,compact,attractive Makes for an easy,eye appealing installation. •1'Flexible fuel line connector { Easy installation -Composite mounting pad u J I r e Specifications: Standby generators - 17 kW t °� Rated maximum continuous power capacity(LP) 17,000 Watts* 17,000 Watts* Rated maximum continuous power capacity(NG) 16,000 Watts* 16,000 Watts* Rated voltage 1201240 1201240 Rated maximum continuous load current—240 Volts 70.8 LP/66.6 NG 70.8 LP/66.6 NG Total harmonic distortion Less than 5% Less than 5% Main line circuit breaker 65 Amp 65 Amp Phase 1 1 Number of rotor poles 2 2 Rated AC frequency 60Hz 60Hz Power factor 1 1 Battery requirement(not included) Group 26R 12 Volts and 525 Cold-cranking Amperes Minimum Unit weight 455 Pounds 421 Pounds Dimensions(U'x W"x H") 48 x 25 x 29 48 x 25 x 29 Sound output in dB(A)at 23 ft.with generator operating at normal load 66 66 Sound output in dB(A)at 23 ft.with generator in Quiet-Test"m low speed exercise mode 60 60 Type of engine GENERAC OHVI V-TWIN GENERAC OHVI V-TWIN Number of cylinders 2 2 Displacement 992cc 992cc Cylinder block Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve Valve arrangement Overhead Valve Overhead Valve Ignition system Solid-state wlMagneto Solid-state wlMagneto Governor system Electronic Electronic Compression ratio 9.5:1 9.5:1 Starter 12 Vdc 12 Vdc Oil capacity including filter Approx. 1.9 Qts.11.8L Approx.1.9 Qts./1.8L Operating RPM 3,600 3,600 Fuel consumption Natural gas cu.ft./hr. 112 load 183 183 Full load 261 261 Liquid propane ft3lhr(gal/hr) 112 load 59(1.61) 59(1.61) Full load 94(2.57) 94(2.57) Required fuel pressure to generator fuel inlet at all load ranges-5 to 7 inches of water column for natural gas, 10 to 12 inches of water column for LP gas 2-Line plain text LCD display Simple user interface for ease of operation Mode switch -Auto Automatic start on utility failure.7 day exerciser -Off Stops unit.Power is removed.Control and charger still operate. -Manualltest(start) Start with starter control,unit stays on.If utility fails,transfer to load takes place. Programmable start delay between 10-30 seconds Standard Engine start sequence Cyclic cranking:16 sec.on,7 rest(90 sec.maximum duration) Engine warm-up 5 seconds Engine cool-down 1 minute Starter lock-out Starter cannot re-engage until 5 sec.after engine has stopped. ' Smart battery charger Standard Automatic voltage regulation with over and under voltage protection Standard Automatic low oil pressure shutdown Standard Overspeed shutdown Standard,72Hz High temperature shutdown Standard Overcrank protection Standard Safety fused Standard Failure to transfer protection Standard Low battery protection Standard 50 Event Run Log Standard Future Set Capable Exerciser Standard Incorrect Wiring Protection Standard Internal Fault Protection Standard Common External Fault Capability Standard Rating definitions-Standby:Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating.(All ratings in accordance with BS5514,1503046 and DIN6271).*Maximum wattage and current are subject to and limited by such factors as fuel Btu content,ambient temperature,altitude, engine power and condition,etc. Maximum power decreases about 3.5 percent for each 1,000 feet above sea level. Dimensions: Standby generators - 17 kW -637.6 1218 125.11 [47.91 EEEEPI0 731.9 28.81 VENOM O 0 O O F 1226 642 76.2[3.01 [25.5.3] Pea gravel minimum [448.38.3 ] Left side view Front view - _ The information provided in this flyer contains merely Siemens Industry,Inc. Subject to change without prior notice general descriptions or characteristics of performance which in case of actual use do not always apply as described Building Technologies Division Order No.:RPFL-ASG17-0810 or which may change as a result of further development 5400 Triangle Parkway Printed in USA of the products.An obligation to provide the respective Norcross,GA 30092 ©2010 Siemens Industry,Inc. characteristics shall only exist if expressly agreed in the terms of contract. 800-241-4453 info.us@siemens.com All product designations may be trademarks or product names of Siemens AG or supplier companies whose use by www.usa.siemens.com/generators third parties for their own purposes could violate the rights of the owners. I ASSESS. MAP & LOT !.N,,.* k 106Q-74 sl -__ n91� \ OWNER/APPLICANT, RC3°1 0nI �� ONE HUNDRED FOURTEEN TRUST 51 MOUNT JOY DRIVE A 27' TWEKSDURY, MA 01876 78.00 ?0' UTILITY EASEMENT `17' 6' 25' FRONT S TK� �a DRIVE 24 i S' WELL �A v+ Ln c� LOT 2N - A 1 . 000 AC, 43,562,50 S.F. 1 - " 30' REAR SETBK , CEPT EIED' PLOT Pi NO GTHEE-p USE WENDED 186-00' - - — S63°471062PE PAI SCI.. r rk A C. P��oe'5ED HOUSE AS SPOWm,Dc-Es 41".n,T 14OLATE ANY ZONING RE43LqRti- 9 k1+cPsT.-P.tiGARDING 8 RUCTURE TO F=��cRe LINEOFFSUS. Lf" T 2 i..• -�, ",.:,:.,,"' C� r✓� BERRY STREET �civn,LFOn�s3UA�oNMAY VARY IN i.��,1�r L��?,���� ?i VE.�S304�95,DU T IS NOT TO:nCcv ` F � T-B=lF�gEPR«TS � NHER . fSC! BE USED TO NORTH ORTH A N D O u E R, MASS, MOMA= HIES, ER ANCILLA€Y rES,O�FOR LAND' LT3. PROJECT NO: NAND 07 V =40' cFR°V' LE,&Is U DRAWN BY: PCG DATE: 2/10/10 °a:iSFEF,RA6LE.€IS FUP,a 9�E W�1 PS;rJafoim-N THAT )D? w— Msa` Accu- CHECKED BY: SC SHT: 1 vise �y inn,;-_ REVISION: 2/22/10 OF: 1 Date. -. .v .. . . . ... .. Of NORTH o� TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION o SAC MUSEt This certifies that .(. .-. ✓i/4.�. . . . . . + . . . . . . . . . . . . . . . has permission for,gas installation . . . . . . . . . . . . in the buildings of . . . . . . . . . . . . . . . . . at . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. . . . , North Andover, Mass Fee. r4a ... Lic. No. � . . . . . . .... . �,� GAS INSPECTOR Check# t r 7326 C4411 rw' MASSACHUSETTS UVIFORMAPPUCATON FOR PERMI r TO DO GAS FrrrING (Type or print) Date NORTH A"OVER,MASSACHUSETTS Building Locations � i - % (/1 01/10 Permit# Amount$ Owner's Name New Renovation Q Replacement Plans Submitted ❑ w � L) F 0 w . � w x F O U �. l` p W d Z Z O F M C) o a z w H zH aW U x z o V w c o 0 Z;0 > °o w s. a . F O SUB-BASEM ENT BASEMENT 1ST. FLOOR 2N D . F L O O R 3RD . FLOOR ti 4TH . F L 0 O R k7TH H. FLOOR H . F L 0 O R . FLOOR H . FLOOR (Print or type) `V� ` �L Check one: Certificate Installing Company Name li"' 'G ` -0 Corp. Address ��` r r El Partner. Business-Telephone Firm/Co Name of Licensed Plumber or Gas Fitter �S INSURANCE COVERAGE Check ne: I have a current liability Insurance pol or it's substantial equivalent. Yes No V If you have checked yes,pleas in ate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity Bond Owner's Insurance Waiver: I am aware that the.licensee does not have the Insurance coverage required by Chapter 142 ofthe Mass. General Laws,and that my signature on this permit application waives this requirement. Check one: El 0 Signature of Owner or Owner's Agent Owner Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachus Gas C d-Chap ert 142 ene ` s. By ignature of Licensed PI ber Or//Gas rFitter Title Plumber City/Town G itter ice se Number Master APPROVED(OFFICE USE ONLY) Journeyman f The Commonwealth of Massachusetts Department o f Industrial Accidents Office of Investigations ..600 Washington Street Boston, MA 02111 www.mass gov/dia _Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information PIease Frint Legibly Name(Business/Organization/Individual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employerwith 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. [:J New construction 2..❑ I am a sole proprietor or partner- listed on the attached sheet t 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition w working for me in any capacity. workers' comp.insurance. o workers' comp. insurance 5. 9. [1 Building addition ❑ W e are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 L❑Plumbing repairs or additions myself.[No workers' comp. C. 152,§1(4),and we have no 12,0 Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 131-1 Other .-Wy applicant that cheeks box 41 must also fiL wit the section beloiv sh(),Win tYw.,. b ers'comp=a:eon policy:afor...au°ion. T Homeowners who submit this affidavit indicating they are doing allwork and then hire outside contractors must submit a new affidavit indicating such. #Conhactors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam ann employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si ature: Date. Phone#: [6. cial use only. Do not write in this area, to be completed by city or town officiaL or Town: 1 ermit/License# ing Authority(circle one): oard of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspector S.Plumbing Inspector ther act Person: Phone# Information an d Instructions i 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 pesrson 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 tie 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 apart o ents 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"every state or local licensing*agenc y shall withhold the issuance'or renewal of a license or permit to operate a 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)states"Neither 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 certificates)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.meta need to the city or town that the app licauon for the peramt-or license is being requested,not the Depart mei t of �.t�+�tttuv rndm-ria1 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"Sob 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 bum 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 Qffiee of Investzbat ons 600 Washington Street - Boston,MA 02111 Tel. # 617-727-4900.ext 406 or 1-877-MAS.SAFE Revised 5-26-05 Fax #6.17-727-7749 www.mass-gov/dia 3 :� Date...f.Z.- ( d..... RTH NO Of .�ao .1 0 TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION S'gC MUSE4 . . This certifies that . J . . . . . �. . .d.! .( . . . . . . . . . . . . has permission for gas installation .4. vb ,,, left!l.� in the buildings of C.d r. . . . . . . . . . . . . . . at �`� X./. . . L2 . .' . . . . . . . ., North Andover, Mass. Fee..,,?41. . . . Lic. No.. . . . . . . . . . . . . . . . . . . . . . . . . . . .\9. . . GAS INSPECTOR Check MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTINO (Print or Type) rr' , Mass. /— ��._ w Date � a City, Town t Permit 4--7-3 3 Building C�je r Owner's r AT: Location '' Name C ( ki., Type of Occupancy: New ❑ Renovation ❑ Replacement ❑ Plans Submitted Yes ❑ No ❑ H to G tq Y W y N al C>t ZIc N OJ N ¢ y ¢ O a F- IC u W = F- Co WW 0O J N ut I.- V m f' � = N 41 Z O W I— Q _ = O m N F• yQj W O C IL CC W N N n V W Z = ~ N O > W W W W C! j = Q WX It t9 cc W I- W F' Z N G V/ O > a N W J 1- W 9 v Q W > G W 0 Z Q Q Q < O O W O W i- P SUB—BSMT. BASEMENT 1 ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR 7TH FLOOR STH FLOOR (Print or Type) Check One: Certificate Installing Company Name Tncmcanrl nil rn , TnC ® Corp. Address L27 Cherry Street ❑ Partnership Danyprs. MA 01923 ❑ Firm/Company Business Telephone 978-777-0701 Name of Licensed Plumber or Gasfitter JpgP:ph QirrIz I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Caws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature of Owner/Agent I have a current liability insurance policy to include completed operations coverage. By TYPE LICENSE: Title ❑ Plumber nature of Li d lumber or Ga titer City/Town ® Gasfitter APPROVED (OFFICE USE ONLY) ❑ Master L/�W7 0 Journeyman License Number Date........ .!;o...... 3i;.;�``°:•.:"a,� TOWN OF NORTH ANDOVER PERMIT FOR WIRING CHusE� This certifies that ...........d.....G.. ...V. I. .........�f. � �' .. ...................... has permission to perform � l-�al.��:ti............................. Fermi pe ......... wiring in the building of L .y.........�(�v S J at........�...... �f/1/l4 ... . ..Y................................... .North Andover,Mass. Fee../-/�2"1 Lic.No.A f k..03(............. INSPECTOR . 'l�` ELECTRICAL OR CCOR .. I N ..... Check # 931 : Official Use Only Commonwealth of Massachusetts f Permit No. j / Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),5 7 CM 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: / -S—/Z 0/0 City or Town of. _ AL ;4 L "d v v,.c 1- To the Inspector of Wires: By this application the undersigned gives notice of his or her intention perf the electrical work described below. Location(Street&Number) e 7f Owner or Tenant c V e I- ,J s JE Telephone No. -g /.2 r Owner's Address s( /}�©JfJ� /c�1ry�C t T I- ISS r V Is this permit in conjunction with a building permit? Yes L� No ❑ (Check Appropriate Box) Purpose of Building by Q_( i,_r Utility Authorization No. $L-5-8' /2 Ci— Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service 24� Amps I&/ ?}t, Volts Overhead❑ Undgrd [4,- No.of Meters 1 Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming mg PoolAbove In- ❑ oo mergency Lighting g rod. rnd. Bat.te Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices 1 No.of Dishwashers Space/Area Heating KW Local ❑ Municipal Connection ❑ Other No.of Dryers Heating Appliances KW Security Systems: Nof evices or Equivalent No.of WaterKW No.of No.of Data Wiring: Heaters Si ns Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such Covera a is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) p"C. A-4- j Estimated Value of Electrical Work: (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: to n =It L L L LIC.NO.: 17416 624 l(� v1 L Licensee: /71C,4 c,.e C Signature __-C _ LIC.NO.: (If applicable, enter "exe t"in the license number lin .) Bus.Tel.Nay `�:1,�. �b f� Address: �, I`�r� M�a r 5�?7 Alt.Tel.No.: oA r OWNER'S�CE AIVER: I am aware that the Licen ee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE. $ s' l 9,24- legA- w, l' , rk k ° N°RTh 4 • q. • -r ,SSCHO CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 629-2011 Date: September 9, 2010 THIS CERTIFIES THAT THE BUILDING LOCATED ON 141 Berry Street, North Andover, MA 01845 MAY BE OCCUPIED AS single-family residence IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust LLC Building Inspector Fee: 100.00 Receipt: 22375 ' t v HpRTFI IL � CO A�Tao SSS"`""SES APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION Building Permit# � ADDRESS/LOCATION OF PROPERTY : crr Map Parcel Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: FIVE(5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE r DOES NOT MEET ALL APPLICABLE CODES. ^6�c4 •.�<I.kms. 1 GI11 Ill I�7�7�AG\I lV. Address SIGNED ROUTING CONSERVATION I PLANNING DPW WATER METER � � (,k) SEWERIWATER CONNECTION NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW, Signature File: Application for OC form revised Jan 2007 Date. . M N0R7M TOWN OF NORTH ANDOVER o41 PERMIT FOR PLUMBING ,SSACMUSE� This certifies that . . . . c has permission to perform . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at . J . . . . . . . . . . . . . .. North Andover, Mass. Fee..'(?Y.'-Lic. No.. . . . . . . . . . . . . _ .rE._�... . . . . . . . . . . PLUMBING INSPECTOR Check # �t S r 8651 lea e"' MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMB IIVG (Type or pmt) NORTH ANDOVER,MASSACHUSETTS 1 - !,/� o Building Location Date 1 / GU Pemut� Owner Amount _ s L Y. �- New Renovation 1:3 Replacement Plans Submitted Yes 0 No FIXTURES SUBHM BAMM ra IIOCR 32 E OCR 4WHOOR 6M ROCR 71H HOCK gm IIDQt (Print in type)InstallinCheck one: Certificate Installing Company Name � � (i � (( ❑ Corp. Address Partner. Business Telephone - Firm/Co. Name of Licensed Plumber: e/1'Gl 1 Insurance Coverage: Indicate a of insurance coverage by checking the appropriate box: Liability insurance policyLff Other type of indemnity Q Bond Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and' tions ormed under Permit Issued for this application will be m compliance with all pertinent provisions of the Mas to Plumb* apter 142 of the General Laws. By urre o um '� �le Title o �,, City/TownPrcense umoer Master Journeyman ElAPPROIZO .APPROVED(OFFICE USE ONLY Location No. Date 6 �d N°RTN- TOWN OF NORTH ANDOVER f 9 i s s, a Certificate of Occupancy $ /00 uE< Building/Frame Permit Fee $ y s�cMs Foundation Permit Fee $ O Other Permit Fee $ TOTAL $ 7/.:?• da Check # �3 �• 225. 44 67 ` Building Inspector TOWN OF NORTH ANDOVER L� APPLICATION FOR PLAN EXAMINATION Permit NO: / Date Received-? Date Issued: (- /10 IMPORTANT:Applicant must complete all items on this page LOCATION LA 2S . PROPERTY OWNER. Print MAP NO: PARCEL: ZONING DISTRICT: U Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Buifdin �faAddition family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septiceil Floodplain Wetlands Watershed District Water DE CRIPTION O WO K TO BE ERF RMI : a - e S Identification Please Type or PH C early) OWNER: Name: f_ phone: Address: C {�• �;,J �� M CONTRACTOR Name: S u 100. Phone' Address:--- S 0 Supervisor's Construction License: 05<_>9359 Exp. Date: Zy Z-c , Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address` Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. a O--- —rop Total Project Cost: FEE: � oav Check No.: Receipt No.: 2���;_ycr NOTE: Pel"sons unr contracting with eg[stere contractors do not have access to the ua anty fund Signature of Agent/Owner PA4214 Signature of contractor 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 v Si nature COMMENTS f�2 2 �� HEALTH Reviewed on Siqnature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Commen 4s1° lloo{ ID Water & Sewer Connection/Si nature& a Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Du sten on site yes &71/ PPI Ao-, no Located at 124 Main Street Fire Department signature/date MZY � y- f y-aom COMMENTS // ej,'Icj 9e j n-"i sP��� l yes Town of North Amdover Town(>,V!)!nc St.mnp ZONING BOARD OF APPEALS Vbert 1?. 4alizi 111,11-�q. Jw'M11111 Eflea P.Nlch-it'yrc, I 'ieew(..haiman 04 "ORTH j. Ymq,Esq. 1"',-Yerk .47" 0 L. SEP 19 N 4: 10 B\ -. t '10sepil 1). LaGrnsse 0 David R.Web,,Icr Thom ��D a . Ippolito oil V t Richard M,Vaillancourt M A S J.;\ Daniel S.Br-m-se,R-q- FINDINGS AND DECISION RE: Application of One Hundred Fourteen Trust for Comprehensive Permit DATE: September 11, 2007 PROCEDURAL HISTORY 1. On or about February 9,2005, One Hundred Fourteen Trust, 51 Mount Joy Drive, Tewksbury, MA 01876 (hereinafter, the Applicant), applied for a comprehensive permit from the Zoning Board of Appeals(Board), pursuant to G.L. c, 40B,to construct an affordable housing project at property located off Turnpike Street in North Andover(the Application). The Applicant proposed to construct"for sale" ninety-five(95) condominium dwelling units, consisting of two structures to be called "Merrimac Condominiums" (the"Development"). As proposed, the Development would be located on a site with approximately 14.77 +/-acres of land being Map 106D, Lots 63, 75, 74, and 44 (hereinafter, the Subject Property). Portions of the Subject Property are located in the B4, R2 and VR zoning districts, as set forth in the North Andover Zoning By-Law. As noted and conditioned herein, the Subject Property is proposed to be re-divided into 4 parcels, a.)Parcel A a/k/a Lot 4N-A consisting of 10.8 acres of land with frontage on Turnpike Street a/k/a Route 114;b.) parcel B a/k/a Lot I N-A consisting of 1.9 acres of land with frontage on Berry Street; c.)Parcel C a/k/a Lot 2N-A consisting of 1.0 acres of land with frontage on Berry Street; and d.)Parcel D a/k/a Lot 3N-A consisting of 1.0 acres of land with frontage on Berry Street 2. A duly advertised public hearing was opened on March 8, 2005, and continued to the following dates: March 8,2005 April 4,2005 June 7,2005 March 2,2006 April 25,2006 June 8,2006 June 28,2006 August 10,2006 September 28,2006 November 2,2006 December 19,2006 January 23,2007 March 13,2007 1600 Osgood Street,Building 20-Suite 2-36,Nmrlh Aticlover,Massachusetts 01945 Phone-978-698-9541 97R-699-9542 We!) a March 29,2007 April 10,2007 May 3,2007 May 9.2007 June 12,2007 June 28.2007 3. The public hearing was terminated on June 28, 2007. The Board discussed the decision and the requested waivers during the meetings of August 30, September 6, and September l 1, 2007. 4. During the public hearing the Applicant reduced the number of dwelling units to 52 dwelling units. Three of the proposed units will be single family homes with frontage on Berry Street. The remaining 49 units are located on the 10.8 acre Parcel A with frontage on Turnpike Street in townhouse buildings proposed as a condominium. 5. The documents and exhibits listed in Exhibit B were received during the public hearing. FINDINGS 6. The Applicant submitted the following infonmation pursuant to 760 CMR 31.01: a) it is or will become a "limited dividend corporation" as that term is used in G.L. c. 40B, s. 21 and 760 CMR 31.01 (1); b) evidence of a subsidy as indicated by the project eligibility/site approval letter of MassHousing dated January 31, 2005 pursuant to its Housing Starts Program and New England Fund Programs. C) the Applicant alleges "control of the site" as that term is used in 760 CMR 31.01, by virtue of the deed dated November 3, 1994, and recorded at the Essex County Registry of Deeds at Book 4158, Page 216. 7. The Town of North Andover, according to the DHCD, has not achieved the statutory minimum set forth in G.L. c. 40B, s. 20 and or 760 CMR 31.04 in that affordable housing does not constitute more than 10%percent of the total number of dwelling units nor is 1.5%of the Town's land area in affordable housing. The Town has a plan for production of affordable units certified by DHCD. 8. The Board retained the following consultants to assist in the review of the application: Civil Engineers: Vanasse, Hangen Brustlin, Inc., Watertown, MA Civil Engineers: Hancock Associates, Marlboro, MA Traffic Engineers: Judith Nitsch Engineering, Inc., Boston, MA Special Legal Counsel: Mark Bobrowski, Concord, MA Pro Forma: MHJ Associates, Brookline, MA 9. The proposed development was reviewed by the following municipal officers or departments: 1 Board of Health Planning Department Building Commissioner Conservation Commission Fire Department Police Department Department of Public Works Town Manager Board of Selectmen Housing Partnership Committee 10. If developed in accordance with the conditions set forth herein, the proposed Development will be consistent with local needs. DECISION= Pursuant to G.L. c. 40B, the Zoning Board of Appeals of North Andover, after public hearing and findings of fact, hereby grants a comprehensive permit to the Applicant for the construction on the Subject Property of fifty-two (52) homeownership dwelling units, consisting of three(3) single family homes and forty-nine(49)condominium units, with associated infrastructure and improvements, subject to the following conditions. The term "Applicant" as set forth herein shall mean the Applicant, its heirs, successors, transferees, and assigns. The term "Board" as set-forth herein shall .mean the Zoning Board of Appeals. Unless otherwise indicated herein,the Board may designate an agent or agents to review and approve matters set forth herein. Conditions 1. The Development shall be constructed in substantial conformance with the plans of record set forth below. Any change shall be governed by the provisions of 760 CMR 31.03. Prepared by Sheet Title Date Patrick C. Garner, R.P.L.S.#32661, l of 7 Multi-Family Units, 3/22/07 Patrick C. Garner,Company, Inc., 109 49-Chap.40B Residences, Whitney Street,Northborough, Mass. North Andover, Mass. Patrick C.Garner, R.P.L.S.#32661, 2 of 7 Building Layout Plan 3/22/07 Patrick C.Gamer,Company,Inc. 49-Chap.40B Residences, 3!26/07 North Andover.Mass. 4/6/07 Patrick C.Garner, R.P.L.S.#32661, 3 of 7 Building Layout Plan 3!22/07 Patrick C.Garner,Company, Inc. 49-Chap.40B Residences, North Andover, Mass, Patrick C. Garner, R.P.L.S.#32661, 4 of 7 Drainage& Util. Pian 3/22/07 Patrick C.Garner,Company, Inc. 49- Chap.40B Residences, North Andover, Mass, Patrick C. Garner, R.P.L.S.it 32661, 5 of 7 Drainage& Util. Plan 3/22/07 Patrick C. Garner,Company, Inc. 49-Chap.40B Residences, 4/6,-07 North Andover. Mass. 2005-003-Page 3 Patrick C.Garner, R.P.L.S.#32661, 6 of 7 Landscaping Plan 3'22%07 Patrick C.Garner,Company, Inc. 49—Chap.40B Residences, 4/6/07 North Andover, Mass. Patrick C.Garner,R.P.L.S.11 3266 1, 7 of 7 Landscaping Plan 3/22/07 Patrick C.Garner,Company, Inc. 49--Chap.40B Residences, North Andover, Mass. Patrick C.Garner, R.P.L.S.4 32661, 1 of I Proposed ANR Plan, May 30,2006 Patrick C.Garner,Company, Inc. Lots 1N-A thru 4N-A, Aug 9,2006 North Andover, Mass. 3%26/07 David M, Crawley, Registered AI.01 The Merrimac Condominiums, January 15,2007 Architect#1082, David M. Rte 114 St., 1/23,07 Crawley Assoc., Inc.,South North Andover Office 25 Sandwich St., Floor Plans Typical Units Plymouth,MA 02360,North Office,39 Adams St., Acton, MA 01720 David M.Crawley, Registered A2.01 The Merrimac Condominiums, January 15,2007 Architect#1082 Rte 114 St., 1/23/07 North Andover Floor Plans Typical Units David M.Crawley, Registered A3.01 The Merrimac Condominiums, January 15,2007 Architect#1082 Rte 114 St., 1/23/07 North Andover Fiveplex Plan& Elevations David M.Crawley, Registered Typical Building Cross Section January 15,2007 Architect#1082 2. The Development shall be limited to fifty-two dwelling units on four separate parcels. On Parcel A,the Applicant shall locate not more than forty-nine attached condominium dwelling units, each unit shall contain no more than 3 bedrooms each. On Parcels B C and D each the Applicant shall locate not more than one single family home containing not more than 4 bedrooms per home. 3. Twenty five percent (25%) of the dwelling units,which, as proposed, is thirteen(13)of the dwelling units (the "Affordable Units"), shall be reserved in perpetuity for sale to households earning no more than eighty percent(80%) of the median household income for the Lawrence PMSA, or applicable PMSA in the event of a change. All of the Affordable Units shall be located on.Parcel A; none of the Affordable Units shall be located on Parcel B, C or D. The price for such Affordable Units shall be set at a price affordable to households earning seventy percent (70%) of the median household income in the Lawrence PMSA,adjusted for household size, with a five percent (5%) down payment used to calculate such price. If the.Development is funded b the New England Fund of the Fed y b Federal Home Loan Bank of Boston, pricing shall be in accordance with the "Guidelines for Housing Programs in which Funding is Provided through a Nongovenunental Entity," as published by the DHCD. 4. To the extent permitted by law,preference for the sale of seventy percent (70%) of the Affordable Units in the initial round of sales shall be given to persons or families who are first- time buyers and who are either(a) persons who have made their primary residence in North Andover: and (b) employees of the Town of North Andover. The local preference shall be implemented by a Lottery Agent approved by the Board. Prior to conducting the Lottery, the Lottery agent shall submit a final Lottery plan to the Board, or its agent for its approval. All costs associated with the Lottery shall be exclusively borne by the Applicant. 5. Prior to the issuance of any building permit for any unit located within Parcel A,the Applicant shall prepare the final draft of a Regulatory Agreement and a Deed Rider and submit same to the Board for approval with a recommendation as to form by the Board's legal counsel and for execution by and with the Board of Appeals on behalf of the Town, such determination and execution shall be completed and communicated to the Applicant in writing, specifying any objections, within sixty-five (65) days of the Applicant's submission of its proposed documents. The form of Deed Rider to be used is the so-called Universal Deed Rider, which Deed Rider has been approved by Fannie Mae and is designed to preserve the Chapter 40B Affordability Requirement in the instance of a foreclosure by a lender. Such document(s) shall contain at a minimum,the following teens: (a) The Affordable Units shall be reserved for sale in perpetuity to households earning not more than eighty percent(80%) of the median household income for the Lawrence PMSA. The price for such Affordable Unit shall be set at a price affordable to households earning seventy percent(70%) of the median household income in the Lawrence PMSA, adjusted for household size, with a five percent (5%)down payment used to calculate such price (b) The right of first refusal to purchase an Affordable Unit on resale shall be granted to the Board, or its designee. (c) The actual Affordable Units shall be identified in the Regulatory Agreement. (d) The Affordable Units shall be owner-occupied only;provided, however, that the Board may authorize the temporary rental of such unit at a price affordable to a household earning not more than 80%of area median household income where the owner demonstrates that there is a bona fide reason for same, such as military duty, or the like. (e) The Affordable Units shall remain affordable in perpetuity. Prior to the issuance of a building permit for any of the three market rate, single-family houses to be located within Parcels B, C and D,the Applicant shall submit a proper plan conforming with the Planning Board's Subdivision Rules and Regulations governing ANR endorsement under G.L. c. 41, s. 81 P in order to create Parcels A, B, C and D. The Board shall complete such review and endorsement within forty five (45)days of the submission of said plan. The Applicant shall then promptly record said plan with the Registry of Deeds and provide the Board with proof of recording prior to the issuance of any building permits for Parcels B, C or D. 6. Prior to the issuance of any certificate of occupancy, the Applicant shall enter into a Monitoring Agreement, approved by the Board after a recommendation as to form by the Board's Legal counsel. The Board of Appeals shall notify the Building Commissioner, in 2005-043-Page 5 .writing, of such approval and provide to him or her copy of the Agreement. Such Agreement shall be consistent with the terms of this Decision and shall contain the following terns: a. The Monitoring Agent shall be an entity acceptable to Massl4ousing and the Board. b. All costs associated with monitoring shall be bonne by the Applicant, and, after the first round of sales, by the sellers of the Affordable Units c. All financial information submitted by the Applicant to the Monitoring Agent for the required cost certification after the first round of sales shall be provided by certified mail to the Board at the same time. d. The final cost certification by the Monitor shall be conducted not more than ninety (90)days after conveyance of the final dwelling unit in the first round of sales. 7. The Affordable Units shall not be segregated from the market rate units. The Affordable Units shall not be substantially different in exterior appearance from the standard market rate units. The market rate, single-family units to be located within Parcels B, C and D are excluded for purposes of this provision. 8. During construction, the Applicant shall conform with all local, state and federal laws regarding noise, vibration,dust and blocking of Town roads. The Applicant shall at all times use all reasonable means to minimize inconvenience to residents in the general area. Exterior construction shall not commence on any day before 7:00 a.m. and shall not continue beyond 6:00 p.m; provided, however, that exterior construction shall not continence on Saturday before 9:00 a.m. There shall be no exterior construction on any Sunday or state or federal legal holiday. Hours of operation shall be enforced by the North Andover Police Department. 9. Prior to the issuance of a building permit for any dwelling unit to be located.within Parcel A, the Applicant shall submit the following final plans for approval by the Board. The Board may distribute such plan(s)to its consultants and/or Town boards and officials for a written recommendation or report. a. Lighting plan; b. Landscaping, fencing, and planting plan; c. Grading plan; d. Erosion control plan- e. Architectural plan, including all principal and accessory structures; f. Utilities plan including water, hydrants. gas, electric, cable, and telephone; g. Signage plan, including signs during the marketing phase; J h. Stormwater management plan; i. Open space and recreation plan, J. Snow storage and refuse disposal plan; k. Cutting plan, showing the limits of clearing; 1. Fire sprinkler plan; m. Construction management plan. The Board shall make such determination and communicate same to the Applicant in writing, specifying any objections, within seventy five(75) days of the Applicant's submission of its proposed materials. 10. The Applicant shall design such final plans with th.e following specifications: a. The Applicant shall conform with all pertinent requirements of the Americans with Disabilities Act and Massachusetts Architectural Access Board, if applicable. b. Except as waived, all signage, including signs to promote sales, shall.comply with the Zoning By-law and shall be maintained in a sightly condition by the Unit Owners Association in conformance therewith. c. The adjacent Hagerty Property shall be screened.to minimize light intrusion from vehicles on the Subject Property. d. A brick wall,eight (8) feet in height, shall be erected along the Route 114 frontage where the front yard setback has been waived to promote safety and protect from vehicle noise. e. The final design roadway shall comply, except as waived, with the standards of the Planning Board's Subdivision Rules and Regulations. f. An acceptable fence shall be installed between the Subject Property and 1980 Turnpike Street. 11. The Applicant has proposed, and the Board hereby requires, that the following aspects of the Development on Parcel A shall be and shall remain forever private, and that the Town of North Andover shall not have, now or ever, any legal responsibility for operation, maintenance, repair or replacement of same: All roadways and parking areas Storni water management facilities; including detention basins Snow plowing 2003-003-Paye 7 Landscaping Trash removal Street lighting Building repair and maintenance Water and sewer services beyond the individual meter pits 12. The roadway within the Development shall not be dedicated to or accepted by the 'Town Meeting. 13. The Applicant shall be responsible for the installation, operation, and maintenance of all aspects of the common or private facilities on Parcel A set forth above until the final dwelling unit is conveyed. Thereafter, such facilities shall be conveyed to a Unit Owners Association and such operation and maintenance shall be the responsibility of said Association. Prior to the turnover of responsibility to the Association, the Applicant shall provide written evidence to the Board that a reserve of two months has been established to fund maintenance and operation. In the event that a management company is engaged, the Applicant or the Unit Owners Association shallrovide the Boar w' p d with a copy of the contract. 14. Prior to the issuance of any certificate of occupancy on Parcel A, the Applicant shall establish a Unit Owners Association for all units located within Parcel A. The units located within Parcels B, C and D shall not be included within said association. Membership in said Unit Owners Association shall be required by a deed restriction prepared by the Applicant and approved as to form by the Board's legal counsel prior to execution thereof. The Board's legal counsel shall approve such document as to form after determining that the document is consistent with this decision, such determination shall be made and communicated to the Applicant in writing, specifying any inconsistencies, within thirty (30) days of the Applicant's submission of itsro os p p ed documents. Such Unit Owners Association shall maintain the facilities set forth above in Condition 11. The Board of Appeals shall notify the Building Commissioner, in writing,of such.approval and provide a copy of the approved documents. 15. The Applicant's �' rebistered professional engineer shall prepare guidelines for the operation and maintenance of the stormwater management system on Parcel A subject to the approval of the Board of Appeals r i agent, which ina pps o is g y be the Conservation Commission. Such guidelines shall be incorporated orporated by reference in the organizational documents of the unit Owners Association. In the event a management company is engaged, the guidelines shall be incorporated by reference in the management contract. 16. In the event that the Applicant, its successors, or agent fails to maintain the on-site wastewater disposal system on Parcel A in accordance with applicable guidelines for operation and maintenance, the Town may conduct such emergency maintenance or repairs,and the Applicant shall permit entry onto Parcel A to implement the measures set forth in such guidelines. In the event the Town conducts such maintenance or repairs, the Applicant shall promptly reimburse the Town for all reasonable expenses associated therewith; if the Applicant fails to so reimburse the Town,the Town may place a lien on the Development or any unit therein to secure such payment, excluding Parcels B, C and D. 17. All invoices generated by the Board's peer reviewers during the application stage shall be paid within thirty days of the filing of this decision with the Town Clerk, whether this decision is appealed or not. No post-permit reviews of documents or plans shall be conducted until such invoices have been paid in full. No building permit or certificate of occupancy shall be issued until such invoices have been paid in full; unless agreed to by and between the Applicant and the Board. 18, The Applicant shall promptly pay the reasonable fee of the consulting engineer and the Board's legal counsel for review of the plans or documents described herein or for inspections during the construction phase. The results of any inspections shall be provided to the Board in written format. The Board may require the establishment of an escrow account to assure such payment, with an initial deposit of$1.0,000.00, subject to replenishment. 19. A preconstruction conference with town departments shall be held prior to the commencement of construction: a. At such conference, the Board, Building Commissioner, and other town officials shall review the proposed construction schedule. For the purposes of this decision, "commencement of construction"shall occur when the clearing and grubbing(removal of stumps and topsoil) has been initiated. The contractor shall request such conference at least one week prior to commencing construction by contacting the Board in writing. b. At the conference, a schedule of inspections shall be agreed upon by the Applicant, the Board, and other municipal officials or boards. 20. The Board and/or its agents may enter onto and view and inspect the Property during regular business hours, without notice,to ensure compliance with the terms of this Decision, subject to applicable safety requirements. 21. The Conservation Commission's Order of Conditions pursuant to 310 CMR 10.00, or any order of the Department of Environmental Protection(DEP), either if applicable, regarding this property, shall be made a part of this comprehensive permit. If there is any inconsistency between the plan of record for this permit and the plans as may be approved by the Conservation Commission or the DEP,the Applicant shall submit an amended plan to the Zoning Board of Appeals and to the Conservation Commission and to DEP (if applicable)for approval in order that all approvals are consistent with one another. Such submittal shall be made by certified mail or in hand at a regular meeting. Said amended plan submitted to the Board shall be accompanied by a letter setting forth any and all changes from the submitted plan of record and shall include revised drainage calculations, if applicable. 22. No certificate of occupancy for any building or phase shall be issued until the infrastructure or common facilities or common improvements specified in this decision and set forth on the plans of record are constructed and installed so as to adequately serve said building or phase, or adequate security has been provided, reasonably acceptable to the Board, to ensure the completion of such improvements. The choice of performance guarantee shall be governed by the provisions of G.L. c. 41, s. 81 U (excluding the statutory covenant which shall not apply in this matter) and shall be approved as to form by the Board's legal counsel. The Board shall notify the Building Commissioner, in writing, of such completion or performance guarantee. 2005-003-Page 9 23. Performance bonds shall be required and shall be released by the Board in accordance with the Subdivision Rules and Regulations of the Planning Board as determined by the Board. 24. In detennining the amount of the bond or surety, the Board shall be guided by the following formula in setting the sum of the security: a. the Board's estimate of the cost to complete the work; plus b. a ten percent margin of error, plus c. an appropriate rate of inflation over a five year period. 25. All performance bonds shall contain the following provision: If the Principal shall fully and satisfactorily observe and perform in accordance with the qualifications and time schedule set forth herein specified.all the covenants, agreements, terms and provisions set forth in the following: a. The plan of record; b. This Decision attached hereto as an exhibit with all attachments thereto; then this obligation shall be void; otherwise,it shall remain in full force and effect and the aforesaid sum shall be paid to the Town of North Andover as liquidated damages. 26. The Applicant shall provide an "as-built" plan to the Board and Building Department prior to the issuance of the final certificate of occupancy in the Development in accordance with applicable regulations, which shall be approved by the Board or its agent. The Applicant shall provide a separate as-built plan depicting the water mains and services to the Department of Public Works demonstrating compliance with the Department's rules and regulations and installation specifications. 27. The construction site shall be secured in a manner approved by the Building Department so as to prevent injury or property damage to the residents of the Town. [28. Reserved] 29. The following conditions were recommended by the Board's consulting traffic engineers, JNEI, Inc., and shall be required: * Install a Stop sign and paint a Stop line on the site driveway; * Install overhead lighting at the site driveway and Route 114; * Clear vegetation at the site driveway intersection with Route 1.14 to improve visibility; * Install intersection warning signs along Route 114 in advance of the site driveway; * Paint appropriate pavement markings on-site and at the internal intersections to identify circulationP atterns 30. The following conditions were recommended by the Board's consulting civil engineers, Hancock Associates, and shall be required: * The Final Design Plans and supporting computations for all drainage system underground infiltration chambers shall demonstrate a two-foot separation to estimated seasonal high groundwater. Sufficient soil testing performed by a Massachusetts Certified Soil Evaluator shall be included. * The Final Design Plans shall eliminate driveway conflicts exist between units F3 and HI and provide ample turning radius for cars in the area of units C2 and D4. * Final Design Plans shall depict all proposed decks, rails and stairs at the front, rear and sides of all units. * The Board finds the submission is not fully comply with the requirements of 760 CMR 31.02, The Applicant has requested the Board act based on the reduced project '`concept"plans. The Board's Peer Review Civil Engineer did not fully determine if the design is a sound design conforming to standard engineering practices within the Public Hearing Process. Therefore, Final Pians shall be accompanied by a full stornwater management calculations prepared by a Massachusetts Registered Professional Engineer. The calculations shall presented summaries for flows to individual discharge points demonstrating post-development rates do not increases for the 2, 10 and 100 year 24-hour events toward the isolated wetlands and the rear main wetlands as distinct discharge points or present sufficient evidence that groundwater is more significant to sustaining both wetland systems than surface water given the subsurface soil conditions and relative elevations of the two resource areas. * The Applicant has accepted the risk uncovering technical issue that require modification to the project layout and being subject to review by the Board under substantial change provisions of 760 CMR 31.03,possibly necessitating reopening of the public hearing. The Board reserves its rights under 760 CMR 3 1.03 in review of the Final Plans. * The Final Plans and.supporting calculation shall include provisions for providing additional pre-treatment prior to the infiltration areas. The stormwater management systems shall fully comply with DEP Stormwater Management Policy. * The ZBA's engineer shall approve the maintenance schedule for the storm water system. Documents governing maintenance shall contain a permanent guarantee by the owners, which shall provide for mandatory assessments for any necessary maintenance expenses. * The Applicant shall obtain a National Pollution Discharge Elimination System (NPDES) Permit from the United States Environmental Protection Agency (EPA). * Final grading of the site shall not direct additional runoff onto the property of others. This project shall not increase the rate of runoff, not cause flood or storm damage to abutters or the property of others. It shall be incumbent upon the applicant to assure 200�-003-Page I 1 compliance with this condition. The project applicant/owner shall be solely liable for any damage to other properties as a result of this construction. * The location of all utilities, including but not limited to underground electric, telephone, and cable, shall be shown on the Final Site Plans. All transformers and other electric and telecommunication system components shall be included on the Final Site Plans. * A State Highway Access Permit shall be obtained from MassHighway prior to any work or excavation within Route 114. A STOP sign and STOP line shall be installed at the site driveway to Route 114,along with proper illumination. * Vegetation along the northern side of Route 114 shall be cleared and maintained in order to improve sight lines. The sight lines shall be of sufficient distance to meet the customary engineering standards for this location, conforming to AASHTO and MHD standards. * Any signs or landscaping adjacent to the site driveway intersection with Route 114 or within the Project shall be designed and maintained so as not to restrict lines of sight to or from the site roadway. * Garages shall be used for parking of vehicles and shall not be converted to living space. This prohibition shall clearly appear in all Condominium Documents and individual deeds. Draft copies of these documents shall be forwarded to the Board prior to Building permit for review by the Board's Counsel. * If the completed work differs from that on the original plans and/or conditions listed in this Comprehensive Permit, a report must be submitted to the Board thirty(30) days prior to application for the Final Occupancy Permit specifying how the work differs,at which time the applicant shall first request a modification to the Comprehensive Permit. Upon review by the Board,the applicant my request in writing the Final Occupancy Permit. Not more than thirty days prior to need for the Final Occupancy permit, the applicant shall submit with their request for a Certificate of Compliance, an affidavit prepared by a professional engineer or land surveyor registered in the Commonwealth.of Massachusetts, stating that the site has been developed in accordance with the requirements of this Comprehensive Permit and Final Plans, based upon an on-site inspection and the referenced site plan. An as-built drawing,prepared by a Professional Land Surveyor or Professional Engineer, registered in the Commonwealth of Massachusetts, and depicting the final and actual condition of all areas shall accompany such request. 31. The landscaping p b on Parcel A in the final approved pian shaft be maintained in perpetuity by the Unit Owners Association. Any dead vegetation shall be removed immediately and replaced in accordance with the specifications on said plan during the life of project by Unit Owners Association. 32. Blasting, if any, shall be performed in accordance with regulations of the Commonwealth of Massachusetts, 527 CMR. 13.00, and in accordance with any existing written regulations for blasting of the Fire Department. 33. All of the dwellings on Parcel A shall have fire sprinklers in accordance with the State Building Code as determined by the Board. 34. Parking shall be allowed on Parcel.A on one side only of all internal site roadways. The Applicant shall prepare a revised site plan showing not less than 14 parking spaces for visitors. The parking condition shall be placed in the organizational documents of the Unit Owners Association. The Applicant shall submit a signage plan for the Board's approval to ensure compliance with this condition. This condition shall be enforced by the Police Department. 35. All of the Affordable units shall have the same package of garage, appliances, fittings, and fixtures as the base package for the market rate units. 36. The Applicant shall provide for the irrigation of the Development's landscaping and lawns. 37. The Town of North Andover and its agents are hereby authorized to enter upon the Subject Property for the purpose of maintaining and repairing the water supply system and sewer system after the connection of the systems to the public domain. 38. The Board of Appeals hereby waives no fees associated with the Development. 39. Prior to issuance of each certificate of occupancy for a market rate dwelling unit, the Applicant shall provide the sum of five thousand dollars ($5,000.00) to the Town,pursuant to G.L. c. 44, s. 53A, or G.L. c. 40, s. 5B, or other acceptable financing mechanism, for the purpose of affordable housing or other valid public purpose. The total amount of such paym.ents.shall not exceed one hundred ninety five thousand($195,000.00) dollars. The Applicant shall not appeal this condition to the Housing Appeals Committee. 40. The Applicant has requested, and the Board has granted,the waivers from local rules set forth in Exhibit A attached hereto. In the event the Applicant or the Board's consulting engineer determines, in the final design of the Project,that additional waivers, not shown on the plans are required, the Applicant shall be required to obtain such additional waivers after written request to the Board. The Board may grant such additional waivers in accordance with applicable rules and regulations. ?005-603-Pae 13 ;. _. 2Cu7 ScP { 9 F ; L= 10 MF`fic RECORD OF VOTE Upon a motion by Richard M. Vaillancourt, and seconded by Thomas D. Ippolito, the Zoning Board of Appeals voted 4-1, with the Chairman voting in opposition, to grant a comprehensive permit subject to the above-stated terms during the September 11, 2007 meeting: Albert P. Manzi 111, Esq., Chairman Ellen P. McIntyre, Vice Chairman Joseph D. LaGrasse, Member Thomas D. Ippolito,Associate Member _Richard M. Vaillancourt, Associate Member Filed with the Town Clerk on y�' �. /j `"� ' -2007. 2005-003 -Page 14 Town of North Andover Town Clerk lime Stamp ZONING BOARD OF APPEALS TO. :filbert P.Manzi III Esq. Chairman { J:•., a . . � =� Ellen P.1bfcItttyte, Kr-Chairman f NORTH Richard T.Byers,Esq.Clerk � ,T�`� �s�4• 6' 2601 SSP ! Fi i 10 Joseph D.LaGrasse - �� Z. David R.Webster F- Associate Members Thomas D.Ippolito Richard M.Vaillancourt Daniel S.Braese,Esq. 9SSae14us�� FINDINGS AND DECISION Bk 10978 Po310 =33-515 RE: Application of One Hundred Fourteen Trust1— —2 0 7 a 08 =28u for Comprehensive Permit DATE: September 11,2007 PROCEDURAL HISTORY 1. On or about February 9,2005, One Hundred Fourteen Trust, 51 Mount Joy Drive, Tewksbury, MA 01876 (hereinafter, the Applicant), applied for a comprehensive permit from the Zoning Board of Appeals(Board), pursuant to G.L. c. 40B, to construct an affordable housing project at property located off Turnpike Street in North Andover(the Application). The Applicant proposed to construct"for sale"ninety-five(95) condominium dwelling units, consisting of two structures to be called "Merrimac Condominiums"(the"Development"). As proposed, the Development would be located on a site with approximately14.77+/-acres of land being Map 106D, Lots 63, 75, 74, and 44(hereinafter, the Subject Property). Portions of the Subject Property are located in the B4, R2 and VR zoning districts, as set forth in the North Andover Zoning By-Law. As noted and conditioned herein, the Subject Property is proposed to be re-divided into 4 parcels, a.)Parcel A a/k/a Lot 4N-A consisting of 10.8 acres of land with frontage on Turnpike Street a/k/a Route 114; b.)parcel B a/k/a Lot 1N-A consisting of 1.9 acres of land with frontage on Berry Street; c.)Parcel C a/k/a Lot 2N-A consisting of 1.0 acres of land with frontage on Berry Street; and d.)Parcel D a/k/a Lot 3N-A consisting of 1.0 acres of land with frontage on Berry Street 2. A duly advertised public hearing was opened on March 8, 2005, and continued to the following dates: March 8,2005 April 4,2005 June 7,2005 March 2,-2006 April 2006 P , June 8,2006ATTEST, This is to,ddtti)y that twenty(20)days June 28,2006 have elapeed from date of decision,filed A True Copy August 10,2006 without filing of an appeal. O. September 28,2006 Date©/TDi�D�Cb� `�°�"'` November 2,2006 Joyce A.Bradshaw Town.-Clerk December 19, 2006 Town Gerk January 23,2007 March 13,2007 1600 Osgood Street,Building 20-Suite 2-36,North Andover,lNissarhu.tts 01845 Phone-97"88-9541 1600 -978-688-9542 Web-w"vw.townofnorthandovcr.com !Jt^" March 29,2007 April 10,2007 May 3,2007 May 9,2007 June 12,2007 June 28,2007 inated on June 28,2007 The Board el sion and 3. The public hearing was term11,2007. the requested waivers during the meetings of August 30, September 6, and September 4. During the public hearing the Applicant reduced the number of dwelling units to 52 dwelling units. Three of the proposed units will be single family homes with frontage on Berry Street. The remaining 49 units are located on the 10.8 acre Parcel A with frontage on Turnpike Street in townhouse buildings proposed as a condominium. 5. The documents and exhibits listed in Exhibit B were received during the public hearing. FINS GS 6. The Applicant submitted the following information pursuant to 760 CMR 31.01: a) it is or will become a"limited dividend corporation" as that term is used in G.L. c. 40B, s. 21 and 760 CMR 31.01 (1); b) evidence of a subsidy as indicated by the project 1bStarts1Program and New te approval letter f Housing MassHousing dated January 31,2005 pursuant to its g England Fund Programs. c) the Applicant alleges "control of the site" as thatterm i the Essex used in 0 MR 31.01, by virtue of the deed dated Novembe2,116994, and recorded Registry of Deeds at Book 4158,Page 7. The Town of North Andover, , s. 20 according o 1760 CCMR,has not achieved the statutory 31 04 in that affordable housing does minimum set forth in G.L. c. 40B, s. 20 an not constitute more than 10%percent of the total numbed plan for production of affordablf dwelling units nor is 1.5%ofe units Town's land area in affordable housing. The Town has p certified.by DHCD. 8. The Board retained the following consultants to assist in the review of the application: Civil Engineers: Vanasse,Hangen Brustlin, Inc.,Watertown, MA Civil Engineers: Hancock Associates, Marlboro,MA Traffic Engineers: Judith Nitsch Engineering,Inc.,Boston,MA Special Legal Counsel: Mark Bobrowski,Concord,MA Pro Forma: MHJ Associates,Brookline,MA 9. The proposed development was reviewed by the following municipal officers or departments: Town of North Andover Town Clerk Time Sump Albert P.Manzi 111,Esq. Chairmm ZONING BOARD OF APPEALS D T0�i,` Ellen P.Mcilityre, F��itr_Chairmaq 14ORTO, Richard j.Byers,Esq.Clerkto, 2 6`— - , 2GO1 SEP 19 Pm 10 Joseph D.LaGrasse 0 David R.Webster 0- Axsoeiee Members 41 Thomas D.Ippolito Richard M.Vafflancoiirt Daniel S.Braese,Esq. CHU FINDINGS AND DECISION Bk 10978 P9310 "or 33515 RE: Application of One Hundred Fourteen TrUlSt1-23-2007 a 08 = 28u for Comprehensive Permit DATE: September 11,2007 PROCEDURAL HISTORY 1. On or about February 9,2005, One Hundred Fourteen Trust, 51 Mount Joy Drive, Tewksbury, MA 01876 (hereinafter, the Applicant), applied for a comprehensive permit from the Zoning Board of Appeals(Board), pursuant to G.L. c. 40B, to construct an affordable housing project at property located off Turnpike Street in North Andover(the Application). The Applicant proposed to construct"for sale"ninety-five(95)condominium dwelling units, consisting of two structures to be called "Merrimac Condominiums"(the"Development"). As proposed, the Development would be located on a site with approximately 14.77+/-acres of land being Map 106D, Lots 63, 75, 74, and 44(hereinafter, the Subject Property). Portions of the Subject Property are located in the B4, R2 and VR zoning districts, as set forth in the North -Law. As noted and conditioned herein, the Subject Property is proposed to Andover Zoning By ri rt be re-divided into 4 parcels, a.)Parcel A a/k/a Lot 4N-A consisting of 10.8 acres of land with frontage on Turnpike Street a/k/a Route 114; b.)parcel B a/k/a Lot IN-A consisting of 1.9 acres of land with frontage on Berry Street; c.)Parcel C a/k/a Lot 2N-A consisting of 1.0 acres of land with frontage on Berry Street; and d.)Parcel D a/k/a Lot 3N-A consisting of 1.0 acres of land with frontage on Berry Street 2. A duly advertised public hearing was opened on March 8, 2005, and continued to the following dates: March 8,2005 April 4,2005 June 7,2005 March 2,2006 April 25,2006 June 8,200.6This lst6, that twenty(20)days ATTEST: June 28,2006 have elaptid from date of decision,filed A.True Copy-.' August 10,2006 without filing of an appeal. 9 sdaw.4,&. September 28,2006 Date 0&�� November 2,2006 Joyoe A.Bradshaw Towd.-Clerk December 19,2006 Town CAerk January 23,2007 March 13,2(X)7 Phone-978-688-9541 1600 Osgood Street,Building 20-Suite 2-36,North Andover,Massschu%t as 01845 Fax-978-688-9542 Web-%v\,,%,.to,,vnotnortliindover.coin e March 29,2007 April 10,2007 May 3,2007 May 9,2007 June 12,2007 June 28,2007 3. The public hearing was terminated on June 28,2007. The embed discussed Seethe de is1,2 07. ion and the requested waivers during the meetings of August 30, Sep 4. During the public hearing the Applicant reduced the number of dwelling units to 52 dwelling units. Three of the proposed units will be single family homes with frontage on Berry Street. The remaining 49 units are located on the 10.8 acre Parcel A with frontage on Turnpike Street in townhouse buildings proposed as a condominium. 5. The documents and exhibits listed in Exhibit B were received during the public hearing. FINDINGS 6. The Applicant submitted the following information pursuant to 760 CMR 31.01: a) it is or will become a"limited dividend corporation" as that term is used in G.L. c.40B, s. 21 and 760 CMR 31.01 (1); b) evidence of a subsidy as indicated by the project 1bS 11Program and New te approval letter f is Housing MassHousing dated January 31,2005 pursuant to gtarts i England Fund Programs. C) the Applicant alleges "control of the site" a recorded t the Essex Countyis used in 760 R 31.01, by virtue of the deed dated November 3, 1994, an Registry of Deeds at Book 4158,Page 216. 7. The Town of North Andover, accordiando the or 760 DHCDMR,31.04 04has in t at affordable t achieved the housing does minimum set forth in G.L. c. 40B, s. 20of not constitute more than 10%percent of the total number o dwelling for production of 1.5 dyable u nits Town's land area in affordable housing. The Town h p certified.by DHCD. 8. The Board retained the following consultants to assist in the review of the application: Hang en Engineers: Vanasse, H en Brustlin, Inc., Watertown, MA Civil Engineers: Hancock Associates,Marlboro,MA Traffic Engineers: Judith Nitsch Engineering,Inc.,Boston,MA Special Legal Counsel: Mark Bobrowski,Concord,MA Pro Forma: MHJ Associates, Brookline,MA 9. The proposed development was reviewed by the following municipal officers or departments: k . Board of Health Planning Department Building Commissioner Conservation Commission Fire Department Police Department Department of Public Works Town Manager Board of Selectmen Housing Partnership Committee 10. If developed in accordance with the conditions set forth herein, the proposed Development will be consistent with local needs. DECISION Pursuant to G.L. c. 40B, the Zoning Board of Appeals of North Andover, after public hearing and findings of fact, hereby grants a comprehensive permit to the Applicant for the construction on the Subject Property of fifty-two (52) homeownership dwelling units, consisting of three (3) single family homes and forty-nine (49) condominium units, with associated infrastructure and improvements, subject to the following conditions. The term "Applicant" as set forth herein shall mean the Applicant, its heirs, successors, transferees, and assigns. The term "Board" as set forth herein shall mean the Zoning Board of Appeals. Unless otherwise indicated herein, the Board may designate an agent or agents to review and approve matters set forth herein. Conditions 1. The Development shall be constructed in substantial conformance with the plans of record set forth below. Any change shall be governed by the provisions of 760 CMR 31.03. Prepared by Sheet Title Date Patrick C. Garner, R.P.L.S.#32661, 1 of 7 Multi-Family Units, 3/22/07 Patrick C.Garner,Company, Inc., 109 49—Chap.40B Residences, Whitney Street,Northborough,Mass. North Andover,Mass Patrick C.Garner, R.P.L.S. #32661, 2 of 7 Building Layout Plan 3/22/07 Patrick C.Garner,Company, Inc. 49—Chap.40B Residences, 3/26/07 North Andover, Mass. 4/6/07 Patrick C. Garner, R.P.L.S.#32661, 3 of 7 Building Layout Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, North Andover, Mass, Patrick C.Garner, R.P.L.S.#32661, 4 of 7 Drainage&Util. Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, North Andover, Mass. Patrick C.Garner, R.P.L.S.#32661, 5 of 7 Drainage& Util. Plan 3/22/07 Patrick C.Garner,Company, Inc. 49—Chap.40B Residences, 4/6/07 North Andover, Mass. 2005-003-Page 3 y Patrick C.Garner, R.P.L.S.#32661, 6 of 7 Landscaping Plan 3/22/07 Patrick C.Garner,Company, Inc. 49—Chap.40B Residences, 4/6/07 North Andover, Mass. Patrick C.Garner,R.P.L.S.#32661, 7 of 7 Landscaping Plan 3/22/07 Patrick C.Garner,Company, Inc. 49—Chap.40B Residences, North Andover, Mass. Patrick C.Garner, R.P.L.S.#32661, 1 of I Proposed ANR Plan, May 30,2006 Patrick C.Garner,Company, Inc. Lots IN-A thru 4N-A, Aug 9,2006 North Andover,Mass. 3/26/07 David M.Crawley, Registered A1.01 The Merrimac Condominiums, January 15,2007 Architect#1082, David M. Rte 114 St., 1/23/07 Crawley Assoc., Inc., South North Andover Office 25 Sandwich St., Floor Plans Typical Units Plymouth, MA 02360,North Office,39 Adams St.,Acton, MA 01720 David M.Crawley,Registered A2.01 The Merrimac Condominiums, January 15,2007 Architect#1082 Rte 114 St., 1/23/07 North Andover Floor Plans Typical Units David M.Crawley, Registered A3.01 The Merrimac Condominiums, January 15,2007 Architect#1082 Rte 114 St., 1/23/07 North Andover Fiveplex Plan& Elevations David M.Crawley, Registered Typical Building Cross Section January 15,2007 Architect#1082 2. The Development shall be limited to fifty-two dwelling units on four separate parcels. On Parcel A, the Applicant shall locate not more than forty-nine attached condominium dwelling units, each unit shall contain no more than 3 bedrooms each. On Parcels B, C and D each, the Applicant shall locate not more than one single family home containing not more than 4 bedrooms per home. 3. Twenty five percent (25%) of the dwelling units, which, as proposed, is thirteen(13) of the dwelling units (the "Affordable Units"), shall be reserved in perpetuity for sale to households earning no more than eighty percent (80%) of the median household income for the Lawrence PMSA, or applicable PMSA in the event of a change. All of the Affordable Units shall be located on Parcel A; none of the Affordable Units shall be located on Parcel B, C or D. The price for such Affordable Units shall be set at a price affordable to households earning seventy percent (70%) of the median household income in the Lawrence PMSA, adjusted for household size, with a five percent(5%) down payment used to calculate such price. If the Development is funded by the New England Fund of the Federal Home Loan Bank of Boston,pricing shall be in accordance with the "Guidelines for Housing Programs in which Funding is Provided through a Nongovernmental Entity," as published by the DHCD. 4. To the extent permitted by law,preference for the sale of seventy percent(70%)of the Affordable Units in the initial round of sales shall be given to persons or families who are first- time buyers and who are either(a)persons who have made their primary residence in North Andover; and(b) employees of the Town of North Andover. The local preference shall be implemented by a Lottery Agent approved by the Board. Prior to conducting the Lottery, the Lottery agent shall submit a final Lottery plan to the Board, or its agent for its approval. All costs associated with the Lottery shall be exclusively borne by the Applicant. 5. Prior to the issuance of any building permit for any unit located within Parcel A, the Applicant shall prepare the final draft of a Regulatory Agreement and a Deed Rider and submit same to the Board for approval with a recommendation as to form by the Board's legal counsel and for execution by and with the Board of Appeals on behalf of the Town, such determination and execution shall be completed and communicated to the Applicant in writing, specifying any objections, within sixty-five(65)days of the Applicant's submission of its proposed documents. The form of Deed Rider to be used is the so-called Universal Deed Rider, which Deed Rider has been approved by Fannie Mae and is designed to preserve the Chapter 40B Affordability Requirement in the instance of a foreclosure by a lender. Such document(s) shall contain at a minimum, the following terms: (a) The Affordable Units shall be reserved for sale in perpetuity to households earning not more than eighty percent(80%) of the median household income for the Lawrence PMSA. The price for such Affordable Unit shall be set at a price affordable to households earning seventy percent(70%) of the median household income in the Lawrence PMSA, adjusted for household size, with a five percent (5%) down payment used to calculate such price (b) The right of first refusal to purchase an Affordable Unit on resale shall be granted to the Board, or its designee. (c) The actual Affordable Units shall be identified in the Regulatory Agreement. (d) The Affordable Units shall be owner-occupied only;provided, however, that the Board may authorize the temporary rental of such unit at a price affordable to a household earning not more than 80% of area median household income where the owner demonstrates that there is a bona fide reason for same, such as military duty, or the like. (e) The Affordable Units shall remain affordable in perpetuity. Prior to the issuance of a building permit for any of the three market rate, single-family houses to be located within Parcels B, C and D, the Applicant shall submit a proper plan conforming with the Planning Board's Subdivision Rules and Regulations governing ANR endorsement under G.L. c. 41, s. 8 1 P in order to create Parcels A, B, C and D. The Board shall complete such review and endorsement within forty five (45) days of the submission of said plan. The Applicant shall then promptly record said plan with the Registry of Deeds and provide the Board with proof of recording prior to the issuance of any building permits for Parcels B, C or D. 6. Prior to the issuance of any certificate of occupancy, the Applicant shall enter into a Monitoring Agreement, approved by the Board after a recommendation as to form by the Board's legal counsel. The Board of Appeals shall notify the Building Commissioner, in 2005-003-Page 5 i writing, of such approval and provide to him or her copy of the Agreement. Such Agreement shall be consistent with the terms of this Decision and shall contain the following terms: a. The Monitoring Agent shall be an entity acceptable to MassHousing and the Board. b. All costs associated with monitoring shall be borne by the Applicant, and, after the first round of sales, by the sellers of the Affordable Units c. All financial information submitted by the Applicant to the Monitoring Agent for the required cost certification after the first round of sales shall be provided by certified mail to the Board at the same time. d. The final cost certification by the Monitor shall be conducted not more than ninety (90) days after conveyance of the final dwelling unit in the first round of sales. 7. The Affordable Units shall not be segregated from the market rate units. The Affordable Units shall not be substantially different in exterior appearance from the standard market rate units. The market rate, single-family units to be located within Parcels B, C and D are excluded for purposes of this provision. 8. During construction, the Applicant shall conform with all local, state and federal laws regarding noise, vibration, dust and blocking of Town roads. The Applicant shall at all times use all reasonable means to minimize inconvenience to residents in the general area. Exterior construction shall not commence on any day before 7:00 a.m. and shall not continue beyond 6:00 p.m; provided, however,that exterior construction shall not commence on Saturday before 9:00 a.m. There shall be no exterior construction on any Sunday or state or federal legal holiday. Hours of operation shall be enforced by the North Andover Police Department. 9. Prior to the issuance of a building permit for any dwelling unit to be located within Parcel A, the Applicant shall submit the following final plans for approval by the Board. The Board may distribute such plan(s)to its consultants and/or Town boards and officials for a written recommendation or report. a. Lighting plan; b. Landscaping, fencing, and planting plan; c. Grading plan; d. Erosion control plan; e. Architectural plan, including all principal and accessory structures; f. Utilities plan including water, hydrants, gas, electric, cable, and telephone; i g. Signage plan, including signs during the marketing phase; r h. Stormwater management plan; i. Open space and recreation plan; j. Snow storage and refuse disposal plan; k. Cutting plan, showing the limits of clearing; 1. Fire sprinkler plan; in. Construction management plan. The Board shall make such determination and communicate same to the Applicant in writing, g, specifying any objections, within seventy five (75) days of the Applicant's submission of its proposed materials. 10. The Applicant shall design such final plans with the following specifications: a. The Applicant shall conform with all pertinent requirements of the Americans with Disabilities Act and Massachusetts Architectural Access Board, if applicable. b. Except as waived, all signage, including signs to promote sales, shall comply with the Zoning By-law and shall be maintained in a sightly condition by the Unit Owners Association in conformance therewith. c. The adjacent Hagerty Property shall be screened to minimize light intrusion from vehicles on the Subject Property. d. A brick wall, eight(8) feet in height, shall be erected along the Route 114 frontage where the front yard setback has been waived to promote safety and protect from vehicle noise. e. The final design roadway shall comply, except as waived, with the standards of the Planning Board's Subdivision Rules and Regulations. f. An acceptable fence shall be installed between the Subject Property and 1980 Turnpike Street. 11. The Applicant has proposed, and the Board hereby requires, that the following aspects of the Development on Parcel A shall be and shall remain forever private, and that the Town of North Andover shall not have now orv e er, any legal responsibility for operation, maintenance, repair or replacement of same: All roadways and parking areas Storm water management facilities, including detention basins Snow plowing 2005-003-Page 7 kA Landscaping Trash removal Street lighting Building repair and maintenance Water and sewer services beyond the individual meter pits 12. The roadway within the Development shall not be dedicated to or accepted by the Town Meeting. 13. The Applicant shall be responsible for the installation, operation, and maintenance of all aspects of the common or private facilities on Parcel A set forth above until the final dwelling unit is conveyed. Thereafter, such facilities shall be conveyed to a Unit Owners Association and such operation and maintenance shall be the responsibility of said Association. Prior to the turnover of responsibility to the Association, the Applicant shall provide written evidence to the Board that a reserve of two months has been established to fund maintenance and operation. In the event that a management company is engaged, the Applicant or the Unit Owners Association shall provide the Board with a copy of the contract. 14. Prior to the issuance of any certificate of occupancy on Parcel A, the Applicant shall establish a Unit Owners Association for all units located within Parcel A. The units located within Parcels B, C and D shall not be included within said association. Membership in said Unit Owners Association shall be required by a deed restriction prepared by the Applicant and approved as to form by the Board's legal counsel prior to execution thereof. The Board's legal counsel shall approve such document as to form after determining that the document is consistent with this decision, such determination shall be made and communicated to the Applicant in writing, specifying any inconsistencies, within thirty(30) days of the Applicant's submission of its proposed documents. Such Unit Owners Association shall maintain the facilities set forth above in Condition 11. The Board of Appeals shall notify the Building Commissioner, in writing, of such approval and provide a copy of the approved documents. 15. The Applicant's registered professional engineer shall prepare guidelines for the operation and maintenance of the stormwater management system on Parcel A subject to the approval of the Board of Appeals or its agent, which may be the Conservation Commission. Such guidelines shall be incorporated by reference in the organizational documents of the Unit Owners Association. In the event a management company is engaged, the guidelines shall be incorporated by reference in the management contract. 16. In the event that the Applicant, its successors, or agent fails to maintain the on-site wastewater disposal system on Parcel A in accordance with applicable guidelines for operation and maintenance, the Town may conduct such emergency maintenance or repairs, and the Applicant shall permit entry onto Parcel A to implement the measures set forth in such guidelines. In the event the Town conducts such maintenance or repairs, the Applicant shall promptly reimburse the Town for all reasonable expenses associated therewith; if the Applicant fails to so reimburse the Town, the Town may place a lien on the Development or any unit therein to secure such payment, excluding Parcels 13, C and D. R� 17. All invoices generated by the Board's peer reviewers during the application stage shall be paid within thirty days of the filing of this decision with the Town Clerk, whether this decision is appealed or not. No post-permit reviews of documents or plans shall be conducted until such invoices have been paid in full. No building permit or certificate of occupancy shall be issued until such invoices have been paid in full; unless agreed to by and between the Applicant and the Board. 18. The Applicant shall promptly pay the reasonable fee of the consulting engineer and the Board's legal counsel for review of the plans or documents described herein or for inspections during the construction phase. The results of any inspections shall be provided to the Board in written format. The Board may require the establishment of an escrow account to assure such payment, with an initial deposit of$10,000.00, subject to replenishment. 19. Areconstruction conference with P t town departments shall be held prior to the commencement of construction: a. At such conference, the Board, Building Commissioner, and other town officials shall review the proposed construction schedule. For the purposes of this decision, "commencement of construction"shall occur when the clearing and grubbing(removal of stumps and topsoil) has been initiated. The contractor shall request such conference at least one week prior to commencing construction by contacting the Board in writing. b. At the conference, a schedule of inspections shall be agreed upon by the Applicant, the Board, and other municipal officials or boards. 20. The Board and/or its agents may enter onto and view and inspect the Property during regular business hours, without notice, to ensure compliance with the terms of this Decision, subject to applicable safety requirements. 21. The Conservation Commission's Order of Conditions pursuant to 310 CMR 10.00, or any order of the Department of Environmental Protection(DEP), either if applicable, regarding this property, shall be made a part of this comprehensive permit. If there is any inconsistency between the plan of record for this permit and the plans as may be approved by the Conservation Commission or the DEP, the Applicant shall submit an amended plan to the Zoning Board of Appeals and to the Conservation Commission and to DEP (if applicable) for approval in order that all approvals are consistent with one another. Such submittal shall be made by certified mail or in hand at a regular meeting. Said amended plan submitted to the Board shall be accompanied by a letter setting forth any and all changes from the submitted plan of record and shall include revised drainage calculations, if applicable. 22. No certificate of occupancy for any building or phase shall be issued until the infrastructure or common facilities or common improvements specified in this decision and set forth on the plans of record are constructed and installed so as to adequately serve said building or phase, or adequate security has been provided, reasonably acceptable to the Board, to ensure the completion of such improvements. The choice of performance guarantee shall be governed by the provisions of G.L. c. 41, s. 8 1 U (excluding the statutory covenant which shall not apply in this matter)and shall be approved as to form Pp by the Board's legal counsel. The Board shall notify the Building Commissioner, in writing, of such completion or performance guarantee. 2005-003-Page 9 23. Performance bonds shall be required and shall be released by the Board in accordance with the Subdivision Rules and Regulations of the Planning Board as determined by the Board. 24. In determining the amount of the bond or surety, the Board shall be guided by the following formula in setting the sum of the security: I i a. the Board's estimate of the cost to complete the work; plus i b. a ten percent margin of error; plus c. an appropriate rate of inflation over a five year period. 25. All performance bonds shall contain the following provision: If the Principal shall fully and satisfactorily observe and perform in accordance with the qualifications and time schedule set forth herein specified all the covenants, agreements, terms and provisions set forth in the following: i a. The plan of record; b. This Decision attached hereto as an exhibit with all attachments thereto; then this obligation shall be void; otherwise, it shall remain in full force and effect and the aforesaid sum shall be paid to the Town of North Andover as liquidated damages. 26. The Applicant shall provide an "as-built"plan to the Board and Building Department prior to the issuance of the final certificate of occupancy in the Development in accordance with applicable regulations, which shall be approved by the Board or its agent. The Applicant shall provide a separate as-built plan depicting the water mains and services to the Department of Public Works demonstrating compliance with the Department's rules and regulations and installation specifications. 27. The construction site shall be secured in a manner approved by the Building Department so as to prevent injury or property damage to the residents of the Town. [28. Reserved] 29. The following conditions were recommended by the Board's consulting traffic engineers, j JNEI, Inc., and shall be required: Install a Stop sign and paint a Stop line on the site driveway; * Install overhead lighting at the site driveway and Route 114; * Clear vegetation at the site driveway intersection with Route 114 to improve visibility; * Install intersection warning signs along Route 114 in advance of the site driveway; * Paint appropriate pavement markings on-site and at the internal intersections to identify circulation patterns 1\ 30. The following conditions were recommended by the Board's consulting civil engineers, Hancock Associates, and shall be required: * The Final Design Plans and supporting computations for all drainage system underground infiltration chambers shall demonstrate a two-foot separation to estimated seasonal high groundwater. Sufficient soil testing performed by a Massachusetts Certified Soil Evaluator shall be included. * The Final Design Plans shall eliminate driveway conflicts exist between units F3 and H 1 and provide ample turning radius for cars in the area of units C2 and D4. * Final Design Plans shall depict all proposed decks, rails and stairs at the front, rear and sides of all units. * The Board finds the submission is not fully comply with the requirements of 760 CMR 31.02. The Applicant has requested the Board act based on the reduced project "concept"plans. The Board's Peer Review Civil Engineer did not fully determine if the design is a sound design conforming to standard engineering practices within the Public Hearing Process. Therefore, Final Plans shall be accompanied by a full stormwater management calculations prepared by a Massachusetts Registered Professional Engineer. The calculations shall presented summaries for flows to individual discharge points demonstrating post-development rates do not increases for the 2, 10 and 100 year 24-hour events toward the isolated wetlands and the rear main wetlands as distinct discharge points or present sufficient evidence that groundwater is more significant to sustaining both wetland systems than surface water given the subsurface soil conditions and relative elevations of the two resource areas. * The Applicant has accepted the risk uncovering technical issue that require modification to the project layout and being subject to review by the Board under substantial change provisions of 760 CMR 31.03,possibly necessitating reopening of the public hearing. The Board reserves its rights under 760 CMR 31.03 in review of the Final Plans. * The Final Plans and supporting calculation shall include provisions for providing additional pre-treatment prior to the infiltration areas. The stormwater management systems shall fully comply with DEP Stormwater Management Policy. * The ZBA's engineer shall approve the maintenance schedule for the storm water system. Documents governing maintenance shall contain a permanent guarantee by the owners, which shall provide for mandatory assessments for any necessary maintenance expenses. * The Applicant shall obtain a National Pollution Discharge Elimination System (NPDES) Permit from the United States Environmental Protection Agency (EPA). * Final grading of the site shall not direct additional runoff onto the property of others. This project shall not increase the rate of runoff, not cause flood or storm damage to abutters or the property of others. It shall be incumbent upon the applicant to assure 2.005-003-Page 1 I i compliance with this condition. The project applicant/owner shall be solely liable for any damage to other properties as a result of this construction. The location of all utilities, including but not limited to underground electric, telephone, and cable, shall be shown on the Final Site Plans. All transformers and other electric and telecommunication system components shall be included on the Final Site Plans. *. A State Highway Access Permit shall be obtained from MassHighway prior to any work or excavation within Route 114. * A STOP sign and STOP line shall be installed at the site driveway to Route 114, along with proper illumination. * Vegetation along the northern side of Route 114 shall be cleared and maintained in order to improve sight lines. The sight lines shall be of sufficient distance to meet the customary engineering standards for this location, conforming to AASHTO and MHD standards. * Any signs or landscaping adjacent to the site driveway intersection with Route 114 or within the Project shall be designed and maintained so as not to restrict lines of sight to or from the site roadway. * Garages shall be used for parking of vehicles and shall not be converted to living space. This prohibition shall clearly appear in all Condominium Documents and individual deeds. Draft copies of these documents shall be forwarded to the Board prior to Building permit for review by the Board's Counsel. * If the completed work differs from that on the original plans and/or conditions listed in this Comprehensive Permit, a report must be submitted to the Board thirty (30) days prior to application for the Final Occupancy Permit specifying how the work differs, at which time the applicant shall first request a modification to the Comprehensive Permit. Upon review by the Board, the applicant my request in writing the Final Occupancy Permit. * Not more than thirty days prior to need for the Final Occupancy permit, the applicant shall submit with their request for a Certificate of Compliance, an affidavit prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the requirements of this Comprehensive Permit and Final Plans, based upon an on-site inspection and the referenced site plan. An as-built drawing,prepared by a Professional Land Surveyor or Professional Engineer, registered in the Commonwealth of Massachusetts, and depicting the final and actual condition of all areas shall accompany such request. 31. The landscaping shown on Parcel A in the final approved plan shall be maintained in perpetuity by the Unit Owners Association. Any dead vegetation shall be removed immediately and replaced in accordance with the specifications on said plan during the life of project by Unit Owners Association. 32. Blasting, if any, shall be performed in accordance with regulations of the Commonwealth of Massachusetts, 527 CMR. 13.00, and in accordance with any existing written regulations for blasting of the Fire Department. 33. All of the dwellings on Parcel A shall have fire sprinklers in accordance with the State Building Code as determined by the Board. 34. Parking shall be allowed on Parcel A on one side only of all internal site roadways. The Applicant shall prepare a revised site plan showing not less than 14 parking spaces for visitors. The parking condition shall be placed in the organizational documents of the Unit Owners Association. The Applicant shall submit a signage plan for the Board's approval to ensure compliance with this condition. This condition shall be enforced by the Police Department. 35. All of the Affordable Units shall have the same package of garage, appliances, fittings, and fixtures as the base package for the market rate units. 36. The Applicant shall provide for the irrigation of the Development's landscaping and lawns. 37. The Town of North Andover and its agents are hereby authorized to enter upon the Subject Property for the purpose of maintaining and repairing the water supply system and sewer system after the connection of the systems to the public domain. 38. The Board of Appeals hereby waives no fees associated with the Development. 39. Prior to issuance of each certificate of occupancy for a market rate dwelling unit, the Applicant shall provide the sum of five thousand dollars ($5,000.00) to the Town,pursuant to G.L. c. 44, s. 53A, or G.L. c. 40, s. 513, or other acceptable financing mechanism, for the purpose of affordable housing or other valid public purpose. The total amount of such payments shall not exceed one hundred ninety five thousand($195,000.00) dollars. The Applicant shall not appeal this condition to the Housing Appeals Committee. 40. The Applicant has requested, and the Board has granted, the waivers from local rules set forth in Exhibit A attached hereto. In the event the Applicant or the Board's consulting engineer determines, in the final design of the Project, that additional waivers, not shown on the plans are required, the Applicant shall be required to obtain such additional waivers after written request to the Board. The Board may grant such additional waivers in accordance with applicable rules and regulations. 2005-003-Page 13 • w 2001 SEP 19 pm 4: 10 RECORD OF VOTE Upon a motion by Richard M. Vaillancourt, and seconded by Thomas D. Ippolito, the Zoning Board of Appeals voted 4-1, with the Chairman voting in opposition, to grant a comprehensive permit subject to the above-stated terms during the September 11, 2007 meeting: Al _ bert P. Manzi III, Esq., Chairman Ellen P. McIntyre, Vice Chairman Joseph D. LaGrasse Member (� Thomas D. Ippolito, Associate Member f Richard M. VaillancourtAssociate Memb Filed with the Town Clerk on L ,A� /9 �`'/9 �`� , 2007. 2005-003 - Page 14 MERRIMAC CONDOMINIUMS EXHIBIT A Final Waivers Granted b-V the ZBA from the North Andover BI-Laws and Rules and Regulations SectionCriterion Re uirement equested Waiver&ZBA Vote: EM=Ellen P.McIntyre I JL=Joseph D..LaGrasse I AM =Albert P.Manzi III TI=Thomas D. Ippolito i i5.3 RV=Richard M. Vaillancourt own of North - y-law contains 25'no-disturb zone Applicant requests waivers from the 25'and 50' no-disturb/no-build zones as set forth f + [kndover Wetland d 50' no build zone from (Protection By-law ordering Vegetative Wetland line. Ell M&J.L&TI&RV`atGRANT;AM PIDENY re cord. I nd RegulationsII �3 1 Ephemeral Pools O-foot No-Disturbance Zone —� plicant requests a waiver to build units, retaining walls,roads and storm water ianagement devices in this zone as shown on the Site Plan of record. _ __ !EM&JL&TI&RV=GRANT; AM=DENY _ �3.l Ephemeral Pools F 5-foot No-Build Zone ` pplicant requests a waiver to build units and associated items in this zone as shown on he Site Plan of record. M_ _&JL&TI&RV=GRANT; AM=DENY 3.2 =and ted Vegetated ;�5_ - - - -foot No-Disturbance Zonepplicant requests a waiver from this requirement. Final plans to show replication as('11M-) jCompensation of 2:1 is required recommended by North Andover Conservation Commission - —..._.._. (Section 6.1)._- M&JL&TI&RV=GRANT;AM=DENY -3.2 ;lsola[cx!Vegetated i ,50-foot No-Build Zone _..__._. ._.__._._...—_...__ _ i ;Wetland `IVW" 4pplicant requests a waiver from this requirement. Final plans to show replication as l` ) Compensation of 2:1 is required 11recommended by the North Andover Conservation Commission Section jEM&JL&TI&RV=GRANT AM=DENY — -_ ) _—_. ; �.4 �ermut Applications 5-foot No-Disturbance Buffer —r - f ,Applicant requests a waiver for houses IN 2N-A and 3N-A a/k/a Parcels B,('& D,on i ne Perry St.to build houses,appurtenances and a sanitary sewer through a portion of the 25' I I o-disturb zone,as well as a waiver to build all units,and associated items on Lot 4N-A i hs shown on the Site Plan of record. �EM&JL&TI&RV=GRANT;AM DENY 3.4 ,Vegetated Wetland SU-foot No-Build Zone Applicant requests a waiver for houses 1 N-A,2N-A and 3N-A a/k/a Parcels B,C& Don! Alteration i Perry St.to build houses,appurtenances and a sanitary sewer through a portion of the SU' i i o-build zone,as well as a waiver to build all units,and associated items on Lot 4N-A as I ' shown on the Site Plan of record. -- ---- --- — �M&JL&TI&RV=GRANT:AM=DENY A-Tvti, (',)I)1' Exhibit A Waivcr-2005-003-Page 1 Town GlcA Section - - ---T - Criterion Requirement _ enested Waiver&ZBA Vote: Ve elated Wetland Alteration of Wetlands under WPA licant r nests a waiver from this requirement. Final plans to show replication as j +alterationpp j r j nd Bylaw ISW combined not to ecommended by the North Andover Conservation Commission. 'exceed 5000 SF may beanted. M&JL&TI&RV=GRANT;AM=DENY Storm water -'-�- ommission has more restrictive pplicant requests a waiver that applicant be held to the standards defined in WPA. + pManagement and Flood requirements than state. j k'ontrol M&JL&TI&RV=GRANT; AM=DENY + I rth Andover nm Bylaw: _.12y Bildings andUses ulti family structures are not pplicant requests a waiver to allow multiilyunitsasshown on the Site Plan of istrictmitted'fable t. ermitted in B4 Lonemmary of usecord. aulations M&JL&TI&RV=GRANT;AM=DENY .123.7 Signs eal Estate Sign not to exceed 24" pplicant requests a waiver to allow a 2'x4' permanent sign bearing the name of the - i6" 1 evelopment at the entrance,as well as a 4'x8'marketing signuntil all units are sold. TI&RV=GRANT; EM&AM=DENY -. .2 (Phased Development "Phased develo went b law. P Y [Applicant requests a waiver from all phasing requirements. aximum lots developed per year E�M&JL&TI&RV=GRANT;AM=DENY + I - t20%of total of 56)=11 Zuirements ensional , able 2 .4--- --.- -_. - able of Dimensional j-- 1Y.one-]84 Reauirements -- j7.3 Yards(setbacks) Front setback of 1 UU' on Rte 114 App requests a waiver to 12'. + - - - - - - - 18.4. - L&TI&RV=GRANT_EM&A_M-_DENY -- jScreening and eq re a strip of 6' wide with ,Applicant requests a waiver to allow wooded area between units and property line to be 1 ;Landscaping trees and shrubs and a fence of at eft natural per NHESP request that no disturbance occur in this area. Requirements abutting ;least 6'high. OL&TI&RV GRANT;EM&AM=DENY �cstdential district -_- ( lagerty on West). j Exhibit A Waiver-2005-003-Pale 2 FSection Criterion -- - - - - - _ >_ _- Requirement �j ue sted Waiver&LBA Vote: — - ubdivision Rules and I � Ryp!lations :2.2 !Limit the number of dwellig on any lot Applicant requests permission for building 49 dwellings on 10.8 acre lot dwellin s M&JL&TI&RV=GRANT; AM=DENY 1 Street standards for Min.Centerline Radius-225 Applicant requests a waiver to 170'as shown on Site Plan of record. minor street L&TI&RV=GRANT; EM&AM=DENY I j .6.8.1 p _.__. _- -- — — - f :Street standards for Min.turnaround ave dia. p -licant requests a waiver to 66'as shown on Site Plan of record. minor street � _.. __._ AA. TI&RV=GRANT;EM&AM=DENY Exhibit A Waiver-2005-W3-Page 3 y M Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date Pre-Meeting 1 Thomas R.Gleason,Executive Letter notifying site approval,with requirements and T1-31-05 1. Director, Municipality issues about the proposed 40B MassHousing, To 3-8-05 One Hundred Fourteen Trust, Affordable Housing Proposal—Merrimac � Town Clerk 2. 151 Mount Joy Drive, Condominiums, 1)List of Documents,2)BOA 12-9-05 Tewksbury,MA Application[Comprehensive Permit),3)Project Eligibility,4)Site Control,5)Tabular Data,6)Plans, _ Miscellaneous 3. Susan Sawyer,Public Health Memorandum responding to ZBA 2-10-05 memo 2-11-05 i Director,North Andover requesting Board/Department concerns&attached Board of Health dum ster regulations 4. North Andover Zoning Board Legal notice[Parcel 63= 10.03 ac.,95 units] Town Clerk of Appeals(NA ZBA) _ 2-11-05 5. Atty.Thomas J.Urbelis,Town Letter responding to ZBA-2-10-05 request 2-15-05 Counsel 6. Chief William V.Dolan,NA , Letter and e-mail response to ZBA 2-10-05 request 3-1-05 Fire De artment 7. Mark Rees,Town Manager, Memorandum responding for Board of Selectmen to 3-1-05 NA ZBA 2-I0-05 8. One Hundred Fourteen Trust Update March 2,2005 Affordable Housing Proposal 1) ! 3-2-05 Waivers revised,2)Permits on hand,3)Curriculum i Vitae 9. Dermot J.Kelly Associates, Traffic Impact&Access Study 3-2-05 Inc. 280 Main Street North _ 1 Reading,MA 10. Alison McKay,NA Memorandum response to ZBA 2-10-05 3-3-05 Conservation Administrator 11. Jack Sullivan,Director of Memorandum to ZBA 2-10-05 3-3-04 Engineering,NA DPW 12. Lincoln Daley,NA Town E-mail response to ZBA 2-10-05 3-4-05 Planner To 44-05 Lt.John Camey,NA Police Memorandum response to ZBA 2-10-05 3-16-05 13. Dept. _ 14. Nathalie.Wiles,89 Windsor Letter to Neighbors and Abutters,3-14-05, 1)North Rec'd Lane Andover clipping of 34-05,2)Letter excerpt,3)40 3-28-05 signatures 15. One Hundred Fourteen Trust Update April 4,2005 Affordable Housing Proposal 1) 3-30-05 Response to comments,2)Waivers updated 3)Site plans updated To 6-7-05 Ellen P.McIntyre,Chair, Letter to Heidi Griffin,Director,NA Community 4-13-05 16. North Andover Zoning Board Development re: 10.03 acres vs. 14.77 acres. of Appeals 17. Atty,Donald F.Borenstein, Letter to Sarah Hall,MassHousing re:Entirety of 4-13-05 Law Office of Mark B. applicant's property, 14.77 acres,will be included within Johnson, 12 Chestnut St., the proposed project. Andover,MA 13. Nathalie Wiles,89 Windsor Further 17 signatures for 3-14-05 petition 4-29-05 Lane ,v 19. i NA Conservation Commission Order of Conditions for Ma 106D,Parcel 63 — 5-3-05`--1; cn L] `S7 ATTEST: •� A True Copy Exhibit B—Documents-2005-003 -Page 1 -� Town Clerk c.n co I 1 Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 20. One Hundred Fourteen Trust A. Revised application,Special Permit form pages 2&3 5-5-05 adding parcels 44,74,&75,and changing acreage from 10.03 to 14.77 acres. B. Plan of Land,Lots IN,2N,3N,and 4N Berry Street j and Route 114,North Andover,Mass.Plan Date 8.."23,'96, Planning Board Approval under Subdivision Control, meeting held on 1.19/99,NERD Plan#13394 dated February 2, 1999. C. Assessor's map 106D dated 6-5-01,with added 3 parcels indicated. 21. Atty.Donald F. Borenstein Cover letter for the MassHousing model Regulatory 5-6-05 Agreement,Deed Rider,and Monitoring Services Agreement 22. North Andover Zoning Board Amended legal notice adding 3 Berry Street parcels. Town Clerk of Appeals Now 40B is Map 106.13,Parcels 63,44,74,&75= 5-13-05 14.77 ac. for 95 units 23. William M.Hickey,328 1. New information on the 40B development on Rt. 114 6-2-05 Campbell Road 2. Latest Petition from 40B Builder Raises More Troubling Questions pp 1-5,5-27-05. 3. E-mail Atty. I Borenstein&plan,revised boundaries 4-6-05. 4. Letter to Sarah Hall,MassHousing re Town response 9-10-04. 5. MassHousing Application letter &information 6-29- 04. 6.Housing Starts Project Eligibility Application.7. Resume,Tab J[of application package).8-15. 8 sheets of _._ black&white site pictures. 24. One Hundred Fourteen Trust An Update June 7,2005 booklet. A.The Merrimac 6-2-05 Condominiums Sheet 1 of 2 5-27-05.B.The Merrimac Condominiums Parking Sheet 1 of 15-27-05.C.Site Lighting Plan SL-1 5-27-05.D.Berry Street Proposed Improvements Sheet 1 of 15-27-05.E.Dermot J.Kelly Associates,Inc. Traffic Impact&Access Stud 5-31-05. 25. One Hundred Fourteen Trust A.The Merrimac Condominiums Sheet 1 of 2 rev.6-6- Recd. 05.B.The Merrimac Condominiums Parking Sheet 1 of 6-7-05 1,rev.6-6-05.C.Site Lighting Plan SL-1,rev.6-6-05. D.Berry Street Proposed Improvements Sheet 1 of I, rev.6-6-05 26. One Hundred Fourteen Trust Typical Section-Building A,3 pages. [Full elevation, Rec'd. Garage elevation,Floor lar]no date 6-7-05 27. One Hundred Fourteen Trust Typical Section-Building B,2 pages. [Garage Recd. elevation,Floor lar] 6-7-05 28. David M.Crawley Associates Mass State Building Code Analysis Ree'd. Inc.,North Office,4 School 6-7-05 St.,Acton,MA To 3-2-06 Stephan Hauville,Unit 1 & Letter requesting perimeter fence between 1980 6-7-05 29. 7'om Diorio,Unit 3, 1980 Turnpike Street and 40B property. Turnpike Street 30. Susan Dennett,NA Housing e-mail Minutes of Housing Partnership meeting re: 6-8-05 Partnership Committee Merrimac Condominiums,3-9-05 31. George Koehler,NA Housing e-mail Additional comments on Merrimac 6-8-05 Partnership Committee Condominiums,4-22-05 Exhibit B -Documents-2005-003 -Page 2 Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 32. it One Hundred Fourteen Trust i An update July 12,2005 booklet. I)Letter responding to Recd 7-6-05 June 7,2005 questions, 2)Tabular Data3 [ p.],Amended Order of Conditions, 5/3'2005,3)undated e-mail to Heidi Griffin,Jacki Byerley from Chief Dolan re: the I proposed building on Rte 114,4)David M.Crawley Assoc.Inc.Architects -The Merrimac Condominiums 7/6.!05,Building A Floor Plans A1.00,A1.01,Elevations j A2.01,A3.01,Building Section A4.01,Building B Floor Plan A5.00,Floor Plans A5.01,Elevations A6.01, Bu Iding A7.01,6)DJK Curbcut Permit Plan,04/05/05. 33. Patrick C.Garner,Patrick C. A)The Merrimac Condominiums,Route 114,North Recd 7-6-05 Garrrer,Company,Inc., 109 1 Andover,Mass.S/27/05,6/6/05,7/1/05,sheet 1 of 2,B) Whitney Street,Northborough, 1 The Merrimac Condominiums Parking,North Side of Mass.01532& Kanayo Lala, Route 114,North Andover,Massachusetts May 27, Professional Engineer,Four 12005,6/6/05,7/01/05 sheet 1 of 1 West Road,West Actor,MA 101720 34. Patrick C.Garner,Patrick C. C)Berry Street Proposed Improvements Sheet I of 1 Ree'd 7-6-05 Garner,Company,Inc., May 27,2005,revisions July 1,2005, 35. Patrick C.Garner,Patrick C. D)The Merrimac Condominiums Site-Lighting,North Recd 7-6-05 Garner,Company,Inc.,& Side of Route 114,03/08,05,E)The Merrimac Kanayo Lala,Professional ! Condominiums Site-Lighting,North Side of Route 114 Engineer rL Berry Street,07/05/05 36. David M.Crawley Associates The Merrimac Condominiums,Rte 114&Berry St, Rec'd 7-6-6- Inc. North Andover,MA,Floor Plans,7/05/05,sheets S-A.1, S-B.1,S-ABI 37. MINCO Corporation,231 A Fiscal Impact Study prepared for One Hundred 7-5-05 Sutton Street,North Andover, Fourteen Trust,27 p.&Addendum I- Profit Analysis I MA Provided by Client&Addendum II-Scenario 2: Number of Students at Breakeven 38. Timothy B. McIntosh,P. E., Review of Merrimac Condominiums application-7-1 1-05 Van se Hangen Brustlin,Inc., 101 Walnut Street, Watertown,MA 39. P.L.Hingorani,Trustee,One Letter requesting working session with a Subcommittee 7-12-05 Hundred Fourteen Trust of the board. [406. One Hundred Fourteen Trust A.Offer Alternates to North AndoverLBA,B.Altematen9-8-05 1 The Merrimac Condominiums Parking,May 27,2005,6/06/05,7/01/05,Alt. 8/22-05,&C.Alternate 2 TheMerrimac Condominiums Parking,May 27,2005,6/06/05,7/01/05,Alt. 8/22-05 1. NA ZBA Memo to Peter Hingorani on first response to the 8-22- OS drawings 42. One Hundred Fourteen Trust a-mail describing alternatives I through 5,with 3 PDF 1-23-06 attachments: Alternate#3 -Patrick C.Gamer,Patrick C. Garner,Company,Inc.,64- Chap.40B Residences, North Andover,Mass.Jan. 12,2006,Alternate#4-[96) Proposed Multi-Family Units,Jan.07,2006, Alternative.#5- 112 Multifamily Units,Jan. 10,2006, and I CAD 43. Patrick C.Garner,Patrick C. I Single&Multi-Family Units,56--Chap. 40B Recd Garner,Company,Inc., 109 Residences North Andover,Mass.,©Patrick C.Garner 2-23-06 Whitney Street,Northborough, 2005,Feb. 20,2006,Feb. 22,2006. Mass_01532 j i Exhibit B-Documents-2005-003-Page 3 Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 44. ; NA ZBA Legal notice hearing continues 3-2-06&56 units down Town Clerk from 95 ! 2-2406 145. Lt.Andrew Melnikas, NA FD e-mail:Plan needs more detail, i.e. Hydrants& 2-28-06 sprinklers 46. Lt. Andrew.Melnikas,NA FD e-mail 3-1-08 meeting result: residential sprinklers& 3-1-06 hydrants every 500',FD can accept 18'roadway 47. Alison McKay,NA Memo re: 56 Single& Multi-family concerns about 3-1-06 Conservation Administrator bridge,building setbacks from wetlands,trail,& proRosed_ARAD 48. North Andover Housing Criteria for Measuring the.Appropriateness of Chapter 3-2-06 Partnership Committee 40B Pro•ects 6'1/04 f 49. O ne ffundred fourteen Trust Letter and charts re: Replace the two,5 story buildings 3-2-06 (with parking under) ...with 56 3-bedroom,single& multi&remove 1N,2N,and 3N from theapplication... 4-25-06 Comm. of Mass. Superior Summons:Keeper of Records all documents re: 3-6-06 50. Court,Civil Action No. Variance dated 4-11-01 _ ESCV2002-01931 51. Patrick C.Garner,Patrick C. Single&Multi-Family Units 56—Chap.40B Residences 3-14-06 Gamer,Company,Inc. North Andover,Mass. ,Mar. 14,2006,Sheet 1 of 1 52• One Hundred Fourteen Trust e-mail Excel worksheets: 1)Build cost$per SF- Inner 3-29-06 &End units,3/24/2006;2)Discounted Cash Flow Analysis 3-19-06;4)Proforma 3-23-06. 5 ZBA$Per SF Builders Cost 3!192006 53. One Hundred Fourteen Trust An Update April 25,2006 Affordable Housing Proposal: Rec'd 4-18- 1)Kathleen M.Bums,MassHousing letter April 12, 06 2006 PE-267 Project Eligibility(Site Approval),2) Architecturals[5 drawings dated 3/3/06,3/17/06&n.d.], 3)Dermot J.Kelly Associates,Inc.April 14,2006 response to VHB July 11,2005 report[13 pages],4) Proforma 3-23-06[11 pages]5)Waivers 6)Patrick C. i Garner Co.,Inc.-Single&Multi-Family Units,56— Chap.40B Residences North Andover,Mass.,Mar. 14, 2006,May 4,2006,May 30,2006,sheets 1-4,7)Patrick C.Garner Co.,Inc. -Plan for ANRAD Lots 1-N thru 4- N,3-8-06,rev.,4-18-06,5-8-06,5-10-06 sheet 1 of 1,8) DJK Route 114 Curbcut Permit Plan#457,3/15/06,sheet I 1 of 1. 54, I North Andover Housing Criteria for Measuring the Appropriateness of Chapter Rec'd Partnership Committee 40B Projects,6/1/04 4-25-06 i Exhibit B -Documents-2005-003 -Page 4 i I Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date To tip Z8-06 One Hundred Fourteen Trust An Update June 8,2006 Affordable Housing Proposal: Recd 55• 1)Patrick C.Gamer Co.,Inc.-Single& Multi-Family 5-30-06 Units,56 -Chap. 40B Residences North Andover, i Mass.,Mar. 14,2006, May 4,2006,May 30,2006, I + sheets 1-4&Proposed ANR Plan,Lots IN-A thnt 3N-A, May 30,2006 2)Patrick C.Garner Co.,Inc. -Plan for i ANRAD Lots 1-N thru 4-N,3-8-06,rev.,4-18-06,5-8- 06,5-10-06 sheet 1 of 1;3)David M.Crawley Assoc. Inc.Architects,Floor Plans Typical Units 5/26/06, A1.01,A2.01,Front Elevations,4/25/06 A3.01, Elevations 5/26/06,A4.01;4)NA Conservation Commission,Order of Resource Area Delineation, 5/25106;5)Waiver s[requested];6)Proforma 5-22-06& I 6)Kanayo Lala 21-May-06 Preliminary Bid based on I Plans dated 5/11/06 7); 7)DJK letter requesting i MassIlighway application curbcut 5-22-06,8)DJK i Route 114 Curbcut Permit Plan#457,3/15/06,sheet 1 of 1. To 8-10-06 One hundred Fourteen Trust An Update June 8,2006,duplicate of above Rec'd 7-5-06 56. 57. _ Ellen P.McIntyre,Chair, Request Town BoardsiDepartments response to Update 7-6-06 ^� NALBA June 8,2006 58. Susan Sawyer,NA Health Response to Update 6-8-06 pamphlet;on sewer=no 7-10-06 Administrator Health jurisdiction 59. William V.Dolan,Chief,NA Response to Update 6-8-06;density of the structures;all 7-10-09-- F D units should be sprinkled;some must be 60. Patricia A. Leavenworth,P.E., Letter to Dermot J.Kelly re: Merrimac Condominium 5-30-06 District Highway Director, curbcut onto State route 125,Turnpike Street _ MassHi hwa 61`� George F.Koehler,Chair, Letter to Peter(Pribhu)L.Hingorani requesting 6-9-06 North Andover Housing inclusion of play areas for children of 3 BR Partnershi Committee development. 62. Curt Bellavance,Director, Memo to Board of Selectmen re:site located on 7-21-06 Community Develo ment Turn ike Street 63. Alison McKay,NA Merrimack Condominiums-Berry Street/Turnpike 8-3-06 Conservation Commission Street,Applicant-One Hundred Fourteen Trust,Notes for Scott Masse Review-NACC Chair 64. Douglas C.Prentiss,P.E., JNEI Project 6139,Traffic Peer Review,Merrimac 84-06 P.T.O.E.,Judith Nitsch Condominiums 40B, Tumpike Street(Route 114)[1") Engineering,Inc., 186 Lincoln _ Street,Suite 22,Boston,MA 65: Patrick C.Gamer,Patrick C. Hydrological Study Proposed Multi-Family Units,Route 7-27-06 Garner,Company,Inc. 114,North Andover,July 27,2006[4 pages]&26 Au ust, 1998 132 pages+ 133, 1341,received 8-8-06 66. Patrick C.Garner,Patrick C. Cover letter to Joseph D. Peznola,PE re:Hydrology, 7-28-06 Gamer,Com an ,Inc. Merrimac Condominiums received 8-8-06 b7. Patrick C.Garner,Patrick C. I Patrick C.Gamer Co., Inc.-Single&Multi-Family Rec'd 8-8-06 I Gamer,Company,Inc. Units,56-Chap.40B Residences,North Andover, I Mass.,July 27,2006,sheets 1,2,3,4 of 8;Pre-& Post- Watersheds,Sheet 5 of 8,Utility&Drainage Sheet, sheets 6,7,8 of 8 68• i Lincoln Daley,NA Town Planning Board preliminary review Merrimac Rec'd. Planner I Condominium 40B project[3 pages] 8-9-06 j Exhibit B-Documents-2005-003-Page 5 Merrimac Condominiums Exhibit B 1 Item No. Document From Contents/Notes Item Date 69, Dermot J. Kelly Associates, i August 10,2006 Response to Tragic Peer Review 8-10-06 Inc. I Memorandum, 11 pages,&Appendices: 1)Nitsch Traffic Peer Review 8-4-06,7 pages,2)Accident Data i and Accident Rate Calculations,3)Background trip generation,4)Level of Service Analysis,&5)The March 16,2006 North Andover Fire Department i comment memorandum and the July 10,2006 North Andover Fire Department comment letter. To 9-28-06 NA Board of Selectmen Merrimac Condominium Comprehensive Permit i 8-14-06 70. [comments]recommending Board not waive regulatory boards and commissions right to review... 71. Joseph D. Peznola,P.E., Engineering Peer Review,The Merrimac Condominiums 8-28-06 Hancock Associates,28 Lord Road,Suite 280,Marlboro, MA 72. Lt.John Carney,NA PD Police review: 2 concerns,street lighting& 18' wide 9-11-06 roadways vs. uestarkin . 5 73. Eugene P. Willis,P.E., Merrimac Condominiums 40B ...traffic review;concurs 9-20- 06 Director of Engineering,NA with Nitsch Engineering report August 4,2006, DPW specifically,the LOS analysis 74. Dermot J.Kelly Associates, DJK&Proponent's answer to JNEI Traffic Peer Review 9-21-06 Inc. 75. Patrick C.Garner Company, Hancock Engineering Peer Review[response] 9-21-06 Inc. 76. One Hundred Fourteen Trust "An Update[to]September 28,2006" 1)Patrick Garner response to Con Com&Planning 8-14-06 Board. 2)Patrick Garner response to Hancock 9-22-06 Engineering Hydrology Comments 3)One Hundred Fourteen Trust Tabular Data[2 pages]4)Patrick C. 9-22-06 Gamer Co.,Inc.—Single&Multi-Family Units,56— Chap.40B Residences,North Andover,Mass.,July 27, 2006,Sept 20,2006,Sept 22,2006,sheets 1,2,3,4 of 8; Pre-&Post-Watersheds,Sheet 5 of 8,Utility& Drainage Sheet,sheets 6,7,8 of 8, 77. Douglas C.Prentiss,P.E., JNEI Project 6139,Traffic Peer Review,Merrimac 9-27-06 Judith Nitsch Engineering, Condominiums[2rd] Inc. 78. Joseph D.Peznola,P.E., Engineering Peer Review,Second Review,The 9-28-06 Hancock Associates Merrimac Condominiums To 11-2-06 Joseph D.Peznola,P.E., Engineering Peer Review Third Review,The Merrimac 10-26-06 79. Hancock Associates Condominiums F,xhibit B - Documents-2005-003 -Page 6 C Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 80• One Hundred Fourteen Trust An Update November 2,2006: 1) Faxed response of NA Recd Public Schools,location of bus shelter 10/24/06;2) 10-27-06 Response to Joseph Peznola peer review 9-26-06; 3) I David C.Crawley, I'ypical Building Cross Section,Floor i Plans A1.01 & A2.01,Front Elevations A3,01, Elevations A4.01,4-2'?-06 4)Waivers, 5)Proforma 10- 23-06 56 Unit Merrimac Condominium.No.Andover, MA;6)Kanayo Lala 10/25/2006 Preliminary Bid based on Plans dated 10/20/06 7);Dermot J.Kelly cover letter &Appendix A. DJK Letter to MassHighway 5-22-06,B. MassHighway to DJK 5-30-06&C.fire emergency vehicle graphics SU-30 accessing units 5,7,&55, 10`24/06,[3 sheets] 7 8)Patrick C.Garner Co.,Inc.— Single& Multi-Family Units,56—Chap.40B Residences,North Andover,Mass.,July 27,2006,Sept 20,2006,Sept 22,2006,Oct 17,2006,sheets 1,2,3,4 of 8;Pre-&Post-Watersheds,Sheet 5 of 8,Utility& Drainage Sheet,sheets 6,7,8 of 8. 81. Michael H.Jacobs,Michael 1)Merrimac Condominiums Financial Analysis,North 10-27-06 Jacobs MHJ Associates,41 Andover Zoning Board of Appeals,4 pages,2)Base Pro Coolidge Street,Brookline, I Forma 13 pages],3)Adjusted Pro Forma[2 pages] MA 82. Douglas C.Prentiss,P.E., Traffic Peer Review[update] 11-1-06 Judith Nitsch Engineering, Inc. To 12-19-06 One Hundred Fourteen Trust Letter to Michael Jacobs re:Draft Pro Forma eliminating 11-9-06 83. 7 townhouse units& adding three single-family houses on Berry Street[on N1,N2,&N3 [MI06.DP44,74, &75 84. One Hundred Fourteen Trust Proforma 49+3 11/13/06 85. Ellen P.McIntyre,Chair,NA Memo inviting Conservation Commission to 12-19-06 11-15-06 ZBA 86. Patrick C.Garner Company, Village Concept,Version 2B&Version 2C,Single& 12-15-06 Inc. Multi-Family Units,56—Chap.40B Residences,North Andover,Mass.,July 27,2006,Sept 20,2006,Sept 22, +� 2006,Oct 17,2006, 12/07/06, 12/11/06, 12,12/06, I 12/14/06 87. Atty. Donald F. Borenstein Letter requesting 12-19-06 be continued to 1-16 or 18-07 Town Clerk Johnson&Borenstein, 12 12-26-06 Chestnut Street,Andover,MA Exhibit xh brt B—Documents 2005-003 Page 7 r Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date To 1-23-07 One Hundred Fourteen Trustj An update January 23,2007[52 units;49 3] 1)David 1-16-07 98. I I M. i i Crawley,Registered Architect#1082- Typical Front i Elevation Five Unit Complex JI45,5 Unit Complex J1- J5, first floor plan,Typical unit AA,BB first&second floor plans,Typical unit CC,DD first& second floor plans,Typical Double Unit EE first,second,third floor plans,Typical Building Cross Section, [6 p.],January 15,2007 2)Houses on Berry Street,Integrity Design, 498 Great Road,Acton,MA Owner-Builder Trust Development,Plan 2 Federal,[8 pages]Grafton,MA November 2,2006 C 2006 3)Proforma,4)Waivers,5) j Plans,6)Dermott J. Kelly-Letter 1-12-07 to D. Prentiss,7)DJK-Route 114 Curbeut Permit Plan 01/10/07&Patrick C. Garner-Multi-Family Units 49- Chap.40B Units 1/05/07, 1/09/07 1-3 sheets,Patrick C. Garner-Landscape Plans,49-Chap.40B Units, 1-2 sheets,n.d. 89. NA ZBA NA ZBA&Conservation Commission meeting notice Town Clerk 1-18-07 To 3-13-07 ( Patrick C.Garner,Patrick C. Hydrological Study,Proposed Multi-Family Units, 2-23-07 90. 1 Garner,Company,Inc. Route 114,North Andover,f 1 p.],88 pages,July 27, 2006,R 2/23/07 91. One Hundred Fourteen Trust An Update March 13,2007 10 1)Proforma 04-Mar-07, Recd 2)David C.Crawley, 8-1/2x11 of below,3)DJK Route 3-13-07 114 Curbeut Permit Plan 34-07&4)Patrick C.Garner- Multi-family units 49 40B Units 2-23-07 sheets 1-7, Watershed Areas 2-23-07sheet 1,5)David M.Crawley- Floor Plans 1-23-07 A1.01 &A2.01 &Fiveplex Plan& Elevations,A3.01,6)Patrick C.Garner-Proposed ANR Plan Lots 1 N-A thru 4N-A,May 30,2006,rev.Aug-9, 2006 sheet I To 3-29-07 Susan Sawyer,NA Public Response to 3-13-07 One Hundred Fourteen Trust"An 3-14-07 92. Health Director Update"show on site dum sters if private trash disposal. is sal. 93. One Hundred Fourteen Trust e-mail&attached 3-22 Proforma&3-23-07 Ietter to M. 3-23-07 Jacobs 94. Timothy J.Willett&Eugene Response to 3-13-07 One Hundred Fourteen Trust 3-26-07 Willis,NA DPW update, To 4-10-07 One Hundred Fourteen Trust An Update April 10,2007,Affordable Housing 3-27-07 95• Proposal: 1)Proforma,2)Kanayu Lala-Engineering Estimate,3)Zoning Chart,Zoning District(134 for lot #N4)4)Proposal Meets the Following Criteria of the Zoning Bylaw[3 pages],5)Waivers,Permits and Exemptions to Town of No.Andover By-Laws and Rules and Regulations,7 pages,6)Patrick C.Garner- Typical Roadway Section 10-16-06,7)Patrick C.Garner -Watershed Areas 3-22-07,Sheet 1,-Patrick C.Garner -Multi-family units 49 3-22-07,Sheets 1-7,Patrick C. Garner-Proposed ANR Plan,May 30,2006,Aug 9, 2007,3/26/07 Sheet I 96. 1 Patrick C.Gamer,Patrick C. Patrick C.Gamer&Kanayo C. Lala,R.P. E.,No.33710- 3-26-07 Garner,Company,Inc. & C-Hydrological Study,July 27,2006,rev 2/23/07, Kanavo C. Lala,R.P. E.,No. 3/26/07,[cover, 11 pages] 128 pages. 33710-C Exhibit B-Documents-2005-003 -Page 8 ,a ti Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 97. One Hundred Fourteen Trust e-mail& PDP of Ivt.Jacobs a ►nail correspondence re: 3-2T0_7____] U7 fiscal analysis of Berry Street houses 98. Douglas C. Prentiss,P.E., Nitsch Project#6139 [3d traffic peer review,2 pages] 3-29-07 Judith Nitsch Engineering, Inc 99. One Hundred Fourteen Trust e-mail Bent'Street information& PDF of attachments 3-29-07 numbered 8,9,4,1,7,5,6&2 elevations&floorplans] 100. Michael H. Jacobs,Michael e-mail&PDF of Merrimac Condominiums Update to 4-2-07 Jacobs MID Associates Financial Analysis April 2,2007[10 pages] 101• Joseph D. Peznola,P.E„ Hancock Associates Engineering Peer Review,Fourth 4-2-07 Hancock Associates review[18 pages] F 102. One Hundred Fourteen"Crust Composite Updates April 10,2007 documents from 2-9- Recd 4-3-07 rO3U5 application to"An Update 4-10-U7' in 3-]/2"binder] Patrick C.Garner Patri - —ck C. e mailed 4-5-07 letter to J.Peznola Hancock re: 4-5 07Garner,Company,Inc. I Wetland Waiver Narrative&4-4-07 letter to NA ZBA Narrative for Wetlands By-law Waiver Issues, Merrimack Condominiums,5 a es. -07 Atty. Donald F.Borenstein Letter dated 4-5-07 requesting that the public hearing be 4-5-07 104. i closed. 105. j Joseph D.Peznola,P.E., Summary of Outstanding Issues[9 issues,3 pages] 4-10-07 Hancock Associates 106. One Hundred Fourteen Trust Town Comments and Consultant Reviews April 10,2007 4-10-07 com ilation booklet 107. One Hundred Fourteen Trust NHESP file 07-21329(Natural Heritage&Endangered 4-17-07 Species Pro ram)plan booklet 108. William V. Dolan,Chief,NA e-mail-OK with last revision 4-26-07 I FD 109. Alison McKay,NA Memorandum[Response to April 17,20071 agreeing 4-26-07 Conservation Administrator with the Hancock 4-2-07&4-10-07 To 5-9-07 One Hundred Fourteen Trust 1)Multi-family units,49-Chap.40B Residences,North i Rec'd 54-07 110. Andover,Mass,sheet 1 of 7;3-22-07,2)Building Layout Plan,49-Chap.40B Residences,North Andover,Mass,sheet 2 of 7,4-6-07;3)Building Layout Plan,49-Chap.40B Residences,North Andover,Mass. sheet 3 of 7,3-22-07;4)Drainage& Util. Plan,49- Chap.40B Residences,North Andover,Mass.,sheet 4 of 7,3-22-07;5)Drainage&Util.Plan,49-Chap.40B Residences,North Andover,Mass.,sheet 5 of 7,4-6-07; 6)Landscaping Plan,49-Chap.40B Residences,North Andover,Mass.,sheet 6 of 7,4-6-07;7)Landscaping Plan,49-Chap.40B Residences,North Andover,Mass., sheet 7 of 7,3-22-07; 8)Proposed ANR Plan, Lots 1N-A thru 4N-A,North Andover,Mass.,sheet 1 of 1,3-26- 07&CD of the 8 plans. To 6-12-07 Lt.John Camey,NA PD Memorandum responding to 4-6-07 site plans,concerned 5-11-07 I 1 l. that l car garage for 3 bedrooms causes stacked parking or on-street parking:police recommend against on-street parking. To 6-28-07 Under Advisement Exhibit B-Documents-2005-003 -Page 9 r Bk 10978 Ps 336 11-23-2007 a 08 = 28u I EXHIBIT C - ZC7 FI 1 C� TOWN OF NORTH ANDOVER ZONING BOARD OF APPEALS .� INSUBSTANTIAL MODIFICATION OF FINDING AND DECISION (760 CMR 31-03(3)))) AT ( A Truuee Copy Applicant: One Hundred Fourteen Trust Town Clerk Project: Merrimac Condominiums Property: Turnpike Street & Berry Street Map 106D, Lots 44, 63, 74 & 75 Original Decision: Comprehensive Permit Finding And Decision dated 9/11/07, filed with the Town Clerk on 9/19/07 Date: November f i5� , 2007 At a public hearing held on November;�,�, 2007, the North Andover Zoning Board of Appeals ("Board") made a finding that the Applicant's Notification of Project Change dated October 12, 2007, and filed with the Board and the Town Clerk on October 12, 2007, constituted an insubstantial change and voted to modify its Original Decision as follows: 1• Replace Proposed ANR Plan with Final ANR Plan - The Original Decision's "Plans of Record", listed at Condition No. 1 at pages 3 and 4 of the Original Decision, are amended to eliminate the eighth listed plan sheet entitled "Proposed osed ANR Plan,lan, Lots 1 N-A thru 4N-A „ , North Andover, Mass. with revisions through 3/26/07, and to replace said plan with the . Applicant's Final ANR Plan, entitled "Approval Not Required Plan, Lots IN-A thru 4N-A, North Andover, Mass.", with revisions through Oct. 11, 2007 ' ("Final ANR Plan"). The Final ANR Plan was submitted as Exhibit D to the Applicant's Notification of Project Change dated October 12, 2007, and shall now be a part of the "Plans of Record" of the Decision, as amended. i 2. Y acorporate Conservation Commission Plan into Decision - The Original Decision's "Plans of Record", listed at Condition No. 1 at pages 3 and 4 of the Original Decision are amended to include the Applicant's plan entitled, "Proposed Houses & Assoc. Utilities, Lots IN-A Thru 3N-A, North Andover. Mass." consisting of 2 sheets, with revisions through October 2 � tober 2007 ("Berry Street Conservation Commission Plan"). The Berry Street Conservation Commission Plan w , as submitted N as Exhibit E to the Applicants Notification of Project Change dated October 12, 2007, and shall now be a part of the "Plans of Record" of the Decision, as amended, and control as to work on Lots 1 N-A, 2N-A, 3N-A and along Berry Street. The vote of the Board was as follows: Affirmative- Negative- Q l RECEIPT Printed:11-23-2007 ® 8:29:01 Essex North Registry Robert F. Kelley - __. Register _ Trans#: 157751 0,)er:KEVINA Book: 10978 Pane: 310 Inst#: 33515 Ctl#: 2 Rec:11-23-2007 ® 8:28:53a DOC DESCRIPTION TRANS AMT - --- ----------- --------- -_ _ .. DECISION Surcharge CPA $20.00 20.00 50.00 recording fee 50.00 5.00 1-i=CH FEE 5.00 Total fees: 75.00 Book: 10978 Page: 336 Inst#: 33516 Ctl#: 3 Rec:11-23-2007 ® 8:28:53a DOC DESCRIPTION TRANS AMT I --- ----------- --------- MODIFICATION Surcharge CPA $20.00 20.00 - 50.00 recording fee 50.00 5.00 TECH FEE 5.00 Total fees: 75.00 - *** Total charges: 150.00 CHECK PM 105 150.00 i i i C � . @ �� � � � y �� � � S / � � 2 /� ��, 0 6 -� � Z �� ', � , � � :? .�� � �.6,�a� � � �� � '� � v � � � � � � -. i 2 MASSACHUSETTS ASSOCIATION of HEALTH P � r Inoue, Adult Vaccin MAHP/Masspi The doctor or clinic may use this form for the writ record it on your medical record. They will record where the vaccine was given, the name of the coi name and title of the person who gave the vaccine, Information about the person to receive Name: (Last, First, MI) Street address: City: State If you have a membership card from or, Medicare HMO Blue (Blue Cross Blue Shield of MA) Medicare PPO Blue (Blue Cross Blue Shield of MA) Blue Medicare PFFS (Blue Cross Blue Shield of MA) Fallon Senior Plan IZ tp s. 10 L42t Fli FA Ilppry��.tl'II,'�' � �,���III1^�I'��'��1' –––_–_---–_ O.H.DmR et Dse TO AWIDwu ® F�1 I� —_—. _ Daewoo.$E6 DWa foi 9t Demos•Rea a, Ca�.w:eriws i 4N., I I i t II I I LEFT SIDE ELFVATIO� /I EAR .ELEVATlQ,k1 L1 L1 RIGNr SloF E4 EvAT/ON L1 C�. 77 - _ _ - 0 % l0 _- - co tT ° 8-1 r.P AAra HT. _.. _ .__._. ...--- ---- .- - - -- _ - - --- ----- -------__-....----- — T u m IV4't4e-ver Hr EJ El -7. 7 CD cc R=1 Top Rove Nr. t S CIO El 1 �o �=o!9"Neover NT. ty a\��� �a0+ �� � � got m I-Ft. Lime 11-111 1IUI �l -- �C,4 CO i I �.� I I / I I { I I ate I I a33 II 1I II - - - - — - - - -i- - +--1 /�,C( 6�� �,�,$�7 QU Vk <%\yt+ Project Title: 29x 38 FEz)EROiL FXOntT�OCOx�ill '/ A 2-4-Z-1 GARWGf ATT. Proj FR01�/T E LE V�7 I Q&l � �,o rak ,��L ect Tor: ' a r� LOT #Z -SERR`/ Sr- N AniDOveR /UTA Drawing Pile No.: Sheet Title: Drawing No.: co 3-// I/o ELEV/iTIO NS 2 I ' I 7s0ch1R TAIILE s4o2,L 780 CMR 36055 CONCRETE FLOORS M1NIM1tlI�I SPECIFIED COrSSi VE STRENCMI OF CONCRrTE hIM14 IUAISPECIF D (ON GRADE) eoM1IPRFSStVESntENGrn•r 36055.1 General:Corercte slab-on-grade floors Wnthrrio levee!' TVPRORLOCATIONSOFCONCREMCONSTRCCt7GN Ne 0'bh Modemre S..... shall be constructed in accordance with Figure asensom wa0f,foundnioro and mhorooncrttt not exposed to the � � OY�„ 3604.3.1a.The specified compressive strength or. - 1her •concrete at 28 days shall not be less than 2,500 argentstabs and interior stabs on great.except garage floor 2500 2.500 244 pounds per square inch(17,225 kPa),except where lobs auasem welt,fvondauon wags.Welior walls end other venicat weather exposure requires greater strength,and air- .cretoworke sedrothe wevher 7600 3,ow 3.000` 'entrained concrete,as set forth in Table 3601.:.2 oad�eaeport aLwsamf nepsexposedmthe weather.aM garage 3" 7,500 3'000 00'• and 780 CUR 360411. '• Slabs shall be eoastrucred with control joints FmSL t pwnd pttsquan inch x.6.595 tPi !raving a depth of of least r.5 the slab thickness but a Sec Tdays psl. not less than one inch,andjoints shalt be spaced or b.Seeeresse ntese(gfotwehatmay potential. a Canaete in these locatlau that may bo subject to frtesingendthawing dunvgcansuvction shall be au-enuained 'lnlerval6 not more than 30 feet in each direction emensts in mordanm wids footnote d. and slabs not rectangular in shape shall have d.Cannetoebalibeaieamnsined.Tahl oireentent(petend bswtvmeofeoncrcte)slnllnot be len than 545 ar nwrc eonfroljoinn across the stab at points ofoffscb if ` than 7%. offset erreeds ten feet. e.See 750 CMR 54M farm o[—cement conreot. Exception:Control joint;are not required or may eecerd 30 foot Intervals shoe welded awe fabric or equivalent is provided in accordance. with Table 3605.5.1. The welded wirefrbrfe or --- equisnlent material shall be placed at mid-depth of the slab or rim inches from the top sgrface for- _ slabs mnra than jour inches:in thickness. i IT LI Table 3605.5.1 CRACK CONTROL REINFORCEMENT -- —I -- _ — Ie FOR SLAM tfAXR.tUhI DR.t6lJS1UN OF SLAB OR DISTANCE BETWEEN.CONfROL � WWF WIRE SPACING — — — — — — ——� 3OtNTs(F l) WIRE SIZE SLAOTNICKNESS(inehesl (inches) Ott �s O„ I DESIGNATION 3.514 014 5 505560 a) q., 36 33 N 646 W1.1sWla59 42 35 616 l AooR Co O Afi 73 67 60 55 30 6x6 WL9xw.) t I. Values in table me based on reintorcemrnt with a yield strength of 65,000 psi. If reinforcement with a diRerent yield strength is used,the slab dimension she,m 3-Zkl 12 15ENn1 - -� e.I I I--- 1 - - - - - - - - - - - — - - — 7 �— L - - - - - - - - - - - --I -� I CECL<)R SASH 01, VaurtNa TYPt: I I I I m I III I I I i N or >>I l l •' I I � °� o N I I BAsi l-IeNT 1,-St r8 4-lD t' o A'-lC �1 1� Trp I i co Q y I �.T MU ccz (/)G L. Z--�A boa-rc. FL. Sino Tr7c.,1 To o.ra. Doe,.-s QC2ZTNK.( b0' j0 ah�Cowe,FeL¢o Sr<. I ( I I 1 Q Cave. Coe. Feo rr..re I fps,u.-rrv5 I I I O CV I oA Crsosartes d3 Zq"O.C. I r00 n -� I I I Ba,o,..TNIa COcu H/J I I I 0 try-tl I I I W X I $ o l a m 2.0 Wroe x l2�•Titn Cove. lo-TNn. C--r. FOflr.r+7Ar/O�r WACLs I I I -� FOO 71-1e6N Ker A,c,..13oos^D 6-o O.C.d o u \ I— — — — — — — — -..R .— — — — — I I :o m I I c 0 29 -O" > y Project Title: Z8x 38 FE ZqL FRO=vT ---- Cac orvr�)L Gr9 RAGE ATT. Proiect For: S Snoree DETECTOR AT e•Z $GL)ZY Sr. 11 N, Npovex �pUn1DAT/p n/ P/-A,"4 � L QCAR(iGN MONOXIDE Derecrolz Drawing File No.: Sheet Title: Drawing No.: - /10-03-// //o &JAID. FZr4N) 5309.2 Separation Required.The garage shall be 7,30 Ls:: ;,X)G,1[L'i,Gi:S AND cArworas separated from the residence and its attic area by not 5309.1 Opening Pml-ctlon. Openings from a less than 95 inch Type,X gypsum boar or. private garage directly into a room used for sleeping equivalent(15.9 mm)gypsum board applied to the purposes shalt not be permitted. Other openings garage side.Garages beneath habitable rooms shall Ixtwcon the garage and residence shall be equipped be separated from all habitable roams above by not with solid wood doors not less than 111,inches(35 less than s/e•inch(15,9 mm)Type X gypsum board mm)in thickness,solid or honeycomb core steel or equivalent. Where the separation is a floor-dolts not less than lis inches(35 mm)thick,or ceiling assembly, the structure supporting the' 20-minute fire-rated doors. separation shall also be protected by not less than lo All such panel doors shall be Labeled with a flinch(15.9 mm)gypsum board or equivalent. 19 Zq,o.. minimum 20•minure fwe-res6rance rating. 5309.3 Floor Surface.Garage floor surfaces shall —__ Sooles are not "andf re-rosisdve-raUddoor be of approved noncombustible material. formes are not regnbrcd;All door.openingr lhearea of floor used for parking of automobiles .4 8" 4'B between the garagefloor and the duelling shall or other vehicles shall be sloped to facilitate the be provided,with a raised sill with a minimum movement of liquids to a drain or toward the main .. V{21FV 6' height o11our inches 102 mm) vehicle entry doorway. Concrete floor;shall be 5309.1.1 Duct penetration.-Ducts in the garage Installed as requfrcd by 780 CUR 5506. and ducts penetrating the walls or ceilings t , ---- separating the dwelling from the garage shall be constructed of a minimum No. 26 gage(0.48 iv Z4a4 »_� 7L-"4 Zgtqmm)sheet steel or other approved material and shall have no openings into the garage. iGremF I Fuxc Pfn Srou PT Dmlr C O R,9n,H6S, Z)fc,/Ne S 9,Ra T VFRICv W ewm.rn i.—, � GR4Dr PER 8'rlrtocR} S`PEc, I PORrn F""HF 7N11 OW.Dooe lin!To BU,,cuVc SLO }, aep • - co Pae -f }c<eT,=.� r sss carr Co4,rt.See 72we. Foot AL;.Dcnr,La o xco'o. -� _ i Ccw../{eT/ow a Ma/L/Ne.(tfstl 2-L�,i Nreaee� , _ - -}r�V 1'Aj clA_—Lwl O_wn nOaw Fi'Te Rnlhn 6068 SU ogre `,rye t I, N - 5/a TYr`r�X 5efeaee ON t✓nilr t CLO(Sfr SCPAtq rro..,Nore 4..qA, -43 EAT//,)a _Kr Tc r1Eht !� I I O CF)S�Nffr GovOW RiA'SP1C O Q � 9xr I I (n CA t-1 I 71 O.N. z-z4e4 II N o.w 6ot3o 't � O -� I I SrEr 2>N. As Aea'a. I (b Q LMr a to r m N bb py8 r6 •...r— � � ---------------- soeo c.o. CO M U \ e D/.1. 13R ___ __ _t q"Cox.Ft S440 A,cw 76 O.N.D-,, IV CO M _r ... o 1CO 298o C. . I CO T _tLnV 3-q I � 3'A•• 9 �.. - L-8.. qv - �f �-�— ... O f1. � o w.oma• m CL h i 000 ° U O L �. IVI,.IG RI-1,I, .`� ID 00 I flora r: Yore aY Up IJr•R. IQU 'nen Z4 L4 a.t+. C1 m y3to" S=o" 3 6 3'-6 13,-�,. o L - —._.�-- - -- --- - - - - -- —.__ ..— - --- - ----- - _m I X69 I Q ct Q 2424 q,H, 24e9 a.M, 2424 n,,,+. 2�e4D.M. o 3'6' 6'-9 6=4 t - 1zZ8' GZ-0' z Project Title: 26, 38 F,-OCR-94. FPONr COtCW/<yC f- i� O&1O,eg Dcrrerot V 24 , Z9 GHTCH6C ATT. !-/TRSI FLOUR TLANfi� Hear 'Drrccree Project For: 7 y ©C9aaaw Moroonaf Der{(Toa ZOT a 2. BErrY ST -/V.ANDOVErC, "A Drawing File No.: Sheet Title: Drawing No.: !/0-03- // //O 1"A2. PzMnr 3 _ I �f I � I zg16 D H_ 2-24 L0 D.H I 3eaeo l/ � s<r Toa 11 IV e- 1 8,97-H r I � sown �''MSTR, B,)TH. 'O Lb°+ N O 2 \ —30<30/)xEes PANei(rvo-z� n 2-Z42q BEDROOM �2 I pp 'o LIN. /vty SO60 Z 1,�, CO r SO W �Fa p ® O •c r' s a W.I.C. - .Q 6Q — Q _— -- — -� - � -• 9 ny I'M•+9Y1'CJi aegn Avn�i a`F I N � � � U _ _.O - r1i N __�.L-�_._z—.— _— 6 1�6 2bco 6 e ® n 4 0 o O Mc>rz. SUITE 000 i N � •� lip 13 R co _I x 2 m 13,C;, a. •O 2424 DH. "L424 D,H. 2924 V.H. 2929 'D.H. -1 — I - 2-2924 D H. 3'_ro S ro 3-0 -- 6'-4 ---� — 61 c ' o 36'-0" " --- v rr ' Project Title: 28v38 FEpEKl9L FRONT Cot.oNi�e / 29 x 24 GAZo9cc A7'7- Project/-OOP P`AN S Project For: �J rG / � O SroKe Dnccro>z �,CT`r Z G�Exrt�r Sr — Al. ANaovEz, MA r/ (/r/% O CgR/ia� HoNOKroe DcrecTo¢ Drawing Filc No,: Shcct Title. Drawing No.: 980 COIR FIGURE 5502.8. CUMNG,NOTCMG AND DRILLING t —tW upame I o �a�Awc vwi..rrm a]w.c Cli noondorsr-earter+nm 1 I I I ¢»Muc I I awa+�x�-en�a�s N � Mitx.OfnOJ ElliPdtl i �I nwcRcmuxa....,,aralwx+.n 0.]MAX ---- x�u wx crGurrn I amMual'iTJi ONCtluloeroTH I I I I, 5 p > DO ttqq > k ' 0 N 0 4Q. N + F(�eESTOPS Fl nous I to 8e9H l3EL0 v/ I I � f"' W _. to +� 6`yr '< (0 /^1 CO V SND NALC RLOCKIIJp O O O O I v/ Y I N N jnxl ���RR CO n NV C �N N ® Q0. SLOCK/NG pH/Ds-; V 1 O Q Ca V l L N CO Q: I X Lu .n _ O o - CL p 2x to Rin-7—ALL Am�wa C �sr FL. '-sr. PL6N ° Project Title: 2'8x J�8 f EDr;R)C FKONT COr;4Nl�IL I/ Z9 K 29 Gg2�ct Project For: Lor " z sem;'-' Sr. - N.AN D L C e �Jq Drawing File No.: Sheet Title: Drawing No.: ;Lt 74 G SUM Rl OOP, 2xg'ON TNc Fqr,CavriHow TAE 1fNG7H OF PAU.)e. 23. V ---- —/K 3 37RAPPiNG 2 x '1 NA/C ERs 2K"t STRAPP/N6 CArcy 2'2^�TOP PLATE 2 P[v I'/4 V 94LVL 3cvr FF PLurlB//VG BAY SECTION 3 PAY /J/4'• t9 tvL Se— FC./f.r SCALE / r=o" Fan�en To Bo TTo!h ! ' I I ]�tVHII1NG SNy ' I i i n ENDWALL BLOCKING X \ N N LVL SEHM N N BcLow �/ Fit�+.ymos Ammer � T, ! m /KES r'OP� Atwve 3Ra. Pnxr. $P[ow Q Cz `� 5 � p r • a �� N w ® � '� A 0. BLOCKING 'n' II'�/O+//LN �' - _ 2K /O Ft. Tsr. (2 /b" O_c_ KN NIO LB FnC RAF e< L7Y uT - �- ® N -^ OD y 0) v 11 I g X - -----i - LL --—j -- JL -: 4 CO O � O -No h'/H TST A,�ou.vo G9R9Gf FoA«a-�P/e9FTf�-'$ Q P \. 2 !O Rin is,,A[c Azo--Ha/. /•.fay.£ c 2ND Fi— JSi, FpgmYys P4_!_9/4 r Project Title: 08X 38 FE OErwt FRONT COLON/.9L Project For: 4o7-"2 Ser(,•v .3r - N.Am vc,r "'- Drawing File No.: Sheet Title: Drawing No.: I/0-03- !/ //O Z��F. Frg/a P& �j i 2 R, 1-1/4`- 9�a LVL Fe.1C4el Seo" -X d Tsr. MwAlae s i 3 Atv 1'/a"�9 W' I„VL cj.ICcc 8,r Am rt,,- Fx4�er ✓.7r.v y.+cc+z� I I , ! � 0 o T Cg o TO J - - — rp Q u I (C> U gC ® o � 1 0 0 Q V. CO 0) Lu x zK /o CL6, XT,, C9 6 O. C. q CM7. \� W _ OCIO �. I IIW, (.VL Rooms d C44. IIrq- P..9. ro B.rro. / `c C.T/ ATr/c FL.. FRA iii/vG P/- ,L) fli Project Title: 2,8, 3$ 1C�QEK AL /cRa�/T COGUN19l 29 Project for: Lor"Z Bewizv S7- - NL An/7>ovee MA Drawing File No.: Sheet Title: Drawing No.: i i • � H1D i " >�A�TER UPLI�CLIPD��IL c anc Kraac. t'/amu I1'fe L'/L ST�+uc u V - aEcow C' Lrr/a' Srra $ocra V I � u co 0 'I LM � e I to T r m O ! Q w CO U co at 0 c-- ° a- -2, IZ f{ID f BR Zx IO r�AF E @ /6 C. Gn.c Ct X� --_ I. ® Q a (]rJ I CO �— rn 9 LU x a.II Z'� 10 RA TE? Q /G Q G• I-Iq/_ foot/ -- — _//I1 m I .-.... . . Q- u � 1 Stone Soda SFrweanr _ G/ - � �� J3�,F7L�C!Fx R1naE 23 a, — i I I O � I � I / IL I I — h� LVL TIIF k C. Pty T Tie'll+F.F. T 8o�ron y'/ 1- 4 C O I •y I • $gxce Ou7 RnrEc >e'Er. Safe. CC I _ I { COLON/AC V { ZS^ 3S �"EI7E2ML FRONT Project Title: ! �T�f�Y?I!lG F?N I�/Z9„Z9 G�,cr�cE 0 f F)\FT E __ — --_ Proj ect For: "A _ N.Aril Dr7VEL Ii %oT 2 8ccw sheet Title: Drawing No.: I r Drawing File N0.: M hnn, V IIO- C•ON71MOUS R/DGe VCN7- 2x /Z RlrnaE 50,91m IL ZxtO RAFTERS O t0 2xG Coa.cAR ries m 3Z,O.C, ietx7. Pxr waon (ire) ROOI SH4'AlNIN6 ATTIC .---2x10R4.cra/r3 o/6 O.C. Ove.PLn MA/N Moog tt Z�ve. RooF SNINoICL �� i — 131E FCIT r --'2X12 RID62 730HRG 3ICE OWRTER SN"NIecO ._--Wnvo h/q�N $q RFF " IL � L2 PtY /7iA"x!/'/e Ll/C Roor __ A[UM,DRI►fncF _ZX 10 C.T•%�16"O.G. 2 C . L3,c CO[c AR r/Cf 0 S,O.C. .TT –Zx00 RA,vrens o/6 O.C- 2x6 C.T(Mle"O.C. VEF/Teo SOFFIT 4 BATH LAuA;DR,/ A91.L cbmpvrc r R" -. �� V 1•C. FAGIq PCR Srl'c I (n (0 a IZ toC� S O.S.B. cc�,r/nou x ®y r rRteruFge AnNee S//EA7ruNC va O L fN Q u __ ___ _ 3unn/N6 G/,rAr P[R Srcc x1V z0C,Tu0/ti O.C. --I ! -- 2vrOFi.Ts r.®/6'O.0 ^ Cr) 3 2 /O V L7 a ' x He.>Dcc J M m 2-Zxb Ton P[gr6s __-� � Q Z"ZK q TOi'PIq TG> /x3 jr'.CgPPING n' /6 Q.C.Q' 4'R-rriE'x'Flee conn G.w.a —ZxV S7uvSm lti'O.C. 0+,Q0.<V-9u ZrL T7"g, /6..C>•a -FlN IS^/ PER SP,-C. O q J 9 PLY 114"K 16'CVC SEAM 'rATM1G L ny CLOS, fOvERa O' u `1 I LO v GHRr]6F ® 00 O �314�T<G SuaFL.Glue<Rm6 NnIL 0)It UJ X �n_U. q Cons,FI. S{qR Pr/CNToO.N.Qoo2! _uRRDE VnK/es_— _x .TST, _ - r�n \ 2 10 FL. IP 16 O.C. O 7• x5 RS/it,-/SFAI.e jeO _`'3-2xIZ BeAM I/ 2 r• 1_u O / %^{ \\ANCHOR Bons O 6'_O.O.C. u 3 e CoNc. Fi<cea Src. Ce{u.Ns CL -r _BAS EMF-M 7 ' �-• n'r / �'CJ;JNDfJT/QN T�9MTPROOi �_4 Ca-e,FC.ScA,c{ �p �, L3eC.o/.i Ci,Qq DG 4..rife/IfETGZ L7Aq/N& DAY C7ARAGE �RAM1AlG SECTION LO/9FAC7EO Gx-gVEt_ 6Mi[ Pot- . 11— SCA4 Llr, 1N STONB 8eA FtreR Fquz,e Cb.ot c T`/F'ICF�L FKAI'ilN6 SECT/ON 'v Project Tide:28x38 FEDE.EHL FRONT CpL6N//9C 1 A 2A x 29 GAienGc Arr. Project For: 40r '2 Bcrzrr,/ Sr, - N.Anlavvc;1 MA Drawing File No.: Sheet Title: Drawing No.: //O SECS 100,/,S . i e I zK IL RI DG! 80g ICD ---Zx6 COLLAa Tics CIS 3t' d.C. VG EXT. Ptvwoon (F/T, GOOF SN!'g TNlNG ATT/C -WIND N/9SM BgFFLf FOA VcNrILFr/pPI 2R 10 GT Cz 6"0.C. -1314 0 II% S7-,uouaat RIDeeCO INSUL pT10°+ SgFFLE ZK 10 R4p7exi A /6 O.C• Q G --- ' 286 Co�cgR Tics $r Sec m /6`O.C.LocgT6 LlE70R.CX�M Los. BEZ)RooH 3LU -� < r Lt10RAFZCMt-/6'O.C. ® In a, ` r 3Pt7 /%+' Iq°LVL Brm- FGUSN F'RgNC Tp 13pT70�7�'--� Iti a L Rgaran tlralrr Cues 2 CQ U s M 2.2x6 Ter R,.ree U) m 2 ZK 6 Tor flgres Q C7 S —1] �bSrpDs G /G�O.G. CO ! 2<s STUD n/6o.c ® :D 't m F-nnrcy Roo/I FAMILY ROOIy LlyivG Ri,. y U C-4 a � 0)q TmG Sutr F<. Gcue�R/�c NAIL HjlO.0----- -------- ---.-.--..._—...---..__...-- - - m id-----3,1Z m C—C.P LLta STL• B/-?SE/-IENT r � \ ti >• o., 8195 EMEnlT / Vf W-Wy nn C FAM/L-y RM. F/RAM/A/G SI=C7-/OlV FRAMING SECT/ON Protect itic: �O�,�nrF�•�E7�F�� FRONT COGONI.'Q� e 714 a Z9 G/9 x'�GE /�TT• Project For: -1-or' ? ST-- N• ANDOVER M14 Drawing File No,: Sheet Title: Drawing No.: //0-03- // .bo SECTION D0 Background: Lateral Bracing In the FIGURE 3 FIGURE 1 2006 International Residential Code®(IRC©) NARROW WALL OVER RAISED WOOD FLOOR OR SECOND FLOOR-FRAMING ANCHOR OPTION'°' NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION .' - _._. .__.__ _. __ __. _ Lateral wall bracing requirements have been a part of the t Outside Elovalion Side Elevation Outside Elevation side Elevationprescriptive codes and bracing techniques have remained •t» ;, ' �••_; , _ �•t 1 -Exlem of header Iwo hroced wait segments)----------- basically unchanged for over 30 years. Catastrophic t,.•,• 1i2.. l Omen l,. damage and financial losses from natural disasters in recent I Top plate continuity is I g Ir -Extent of header(ono braced wall segment)- I i required per R602.3.2 t �i•�' I Min.67016.framing I;� �j �i i; - _ / _ decades have resulted in stricter enforcement of the building alts. Y F i i ^'! n,rchors*' Nail sole plata-- :: /j:, y--Nail sole -- :• - - codes nationwide.This includes the proper construction of 1 into-t - i Shralhi^g ruor p P jRCf.Na,LTP•1 1 par Io61e 'i; ,; plate to joist ;�.-.: 'f{.' d Any urirn anon 8602.3(1) IiT / par tabic ft• Min.3'x I1-1/4"net header If nrede Wall bracing In all exterior and some interior Walls. PermBtad yielding t;: 02.3(1) - _�__�_. crz°r1 _Sih�?•�\�rf'='!,i'�w l:(f.;•'1>.t 67016.capacity ')•'•:' _ L y� -_ _ - I '1_- -2'+0 l8'(finished widn,) i. Historical) proper wall bracing construction per the IRC F - >,�-`_ �{ I ' i, •16d sinker nmis y, P P g p I J Fasten sheathing to headerwith 8d common •, ;1 (0.148`x3-1/4') required a minimum of 4-feet of available wall length.With i 7 1 e :.. ; `i:- - \ i ( nails 0.131"x 2.1/21 in 3' •d ern as shownLN ars p LLL " t . ( er' pal! 3 c design trends calling for larger window openings and narrow .. \ .____ _-._._. __ _ ._./It..� \__ j ,.r and 3'o.c.in all framing Isluds and sills)typ 4 l 4y woad structural al shanlhin aver u ovnd timid t' Approved / I garage return walls,the wall space available for bracing has i pan 0 ppr , lo-�st- bond foist �_ \ 1,p0016.header-l.•j.cbsNd strop - 1,00016.hander- been limited.This bulletin will show different construction on both sides of opening to-lack-stud strop options of the newt adopted alternate braced wall panels \ (install on backside as shown as - an both sides I p Y P p g''' � '^• ''s""""`A.�'2" Framing anchors installed per Lha anchor m.nu(odwoi's recommendation. Moa. ^ IRC 8602.10.6.These alternate braced wall panels include .-�---- dei ht 4'-- Sid.Variation.Rsf.No.LSTA24) of oponmg(Ref. I ( p j - Min.(2)2x4 Iyp. No.LSTA24) the"Portal Frame"system developed by the APA and allow construction of wall segments as narrow as Use cnginoacd wood Rim Board',I-joint or DRY tumher rim joist to minimi:a i` `II panel split.is needed it shall Braced well- 1tjp+ 16-inches. All of these systems can be constructed from common building materials connected with atemlol for buckling over bond joist. occur king is n24required.height. sell ^t P3 I=.' I 1 P 3 I8602105 l 3/8'min• USP Structural Connectors. !i Thickness wood Notes: structural Min.width based an 6:1 No.of shealhin lalxergarn 1 for co,npiv,irominpddail. I `-ir! hcighwo-halth rmio:Far jack suds g Limitations of Prescriptive Wall Bracing and this Tech Bulletin rot caped,bas,a,n,nm,in[,msa 0.60). Net to:rale omple:16*min.For 8'height par lobo Wood frame buildings are constructed in man cases b following prescriptive guidelines as called out in the ax ii i' 9 Y Y 9P P ;.I 2(Y for 10'height,etc. R502.50112) !I -:I M +' building codes without a design professional required.Likewise,the alternate braced wall panets described in Min.2'x2'k3/16"plate wu h y this bulletin do not require additional engineering or the use of engineered shear walls.The prescriptive I FIGURE 4 i L�• ',' '. L. �,'- - L F, ,.� provisions of the IRC do have design limitations,listed below are some highlights of these limitations: 1 NARROW WALL OVER RAISED WOOD FLOOR OR SECOND FLOOR-WOOD STRUCTURAL PANEL OVERLAP OPTION.' - \` - -' - �- - -- I - Anchor boll par R403.1.6 Typ.-- -� - I ound.6-par coda Where the prescriptive provisions of the IRC and This document do not apply: . 'Or other coda-sec J fa+l,iur, fi lokrol,nhtance Not to scale outside Elevation Side Elevation evu,r p,ows ng agluel I^of We,short the ye-ibarl nils. 1 Construction In regions Where the basic wind speeds equal or exceed 100 miles per hour in hu to regions,or 110 miles per hour elsewhere. (X Buildings constructed In windborne debris regions without windborne debris protection. Ni,,,:111i,nal w,c..A brei Ing 3cgnsrm n,cd. 9 9 ri; I hr nnmma t requirem.•ms rnr,r.11 brain", FIGURE z Buildings constructed in Seismic Design Category E. Ed common nails Nae sole plate Nae sot. ha,1,u„)nods i„dh'ld.,m•,10 wv11),the Building with height exceeding three stories above grade or story height exceeding (0 131"x 2.1/2-) to joist per table 1'• / plate 10 joist mulJing Jv.u;n,,huulJ dctnnmu•,s lLu six" EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) 11- Min 3"a.c.to and bona^, 8602.311) 1 r per 1o61e ,dIi decub:d< ;.ny a.picrate,,gn,nptrh• -..- - - limitations of IRC 8301.3. ! Overlap p I R602.3(1) hint pnib fon�ty:Ih.br.rc ng nthr>t issue Ncorner.conned th ti 9.1/A^ ...Y.. , 's c' _ two walls together ala I bd nod of 12 a.c. i J......-- outlined in 1:;i, eta In en,iq ... O,wntalian of stud may vary m ov do ov ; Woad strudwol panel sheathing eves appmvrd band joist' Approved Gypsum,when required, ' % - bund iost - installed in accordance T ` �JfI ,,\ -..;•.P-.._ _--� with IRC Chapter 7 N u wood strupurol panel Z 0 Y Use enp'ncered wood Rim Board,,Llo st or DRY lumber dm los'To m nimizo - - -- 1 r i p 'y Table 2 details the minimum bmcigq segment width,using eontut a u,wood structural p:nvd sheathing,with both the Q Lf) >, potential far buckling over bond jolt. I rl;.:�,.,4; .q,i •i nhedwds listed in IRC R602.10.5 and the APA N;unnv tVcll Bracmg;vlr hod. r t9 Q Nate: y (al So.Fit-1 for comptew frami„g drt.d. Not to stole TABLE 2 Z CO V MINIMUM WIDTH OF BRACED WALL SEGMENTS USING CONTINUOUS WOOD M STRUCTURAL PANEL SHEATHING 0 Braced Wall Maximum Opening J Segment Length of 8...cd Wall Segment lin.) Height Next to CD 1:0 HOW MUCH BRACING IS NEEDED,AND WHERE? Bracing Hieighl•I.- for Wall Height of: graced Well Segment 0 1 p iL Method Width Ratio B-foot 9-foot fOdoot 12-foot (%of Wall Height) Q M The amount of wall bracing neecled in wch hn,ced aalt Imc,as specified hp the building codes,depends on the Seismic 2:1 48 5e 60 72 100% O Design C:nrgop,(Sf)(:)rot wild speed,the SLUOCi,ahnce the braced wall line.and The method of bracing being used. I IRC 8602.10.5 3.1 32 36 40 48 85',6 t [] O U 1:1 24 27 30 36 6596 to Braced seQ11Cnt5 min gen".o cash end of the hraced+,•all line incl a1 least every 25 feet on center'they must else, Z ul. ow d:c up a•nam a prem eet�RIm e ul the aged wall Iola.'table 3 summ�an_cs the braaag requirAPA N­ Wall nnts' Wall Bmdng 6.1 16 18 20 24 Up 10 top of header Qt.V Q t Method'°I 00 u w S,a APA pubGc,R,n W1 Ir limn,Writ Orae.,,farm 6440,to,elcmils and Innes,code recopnitio,,. (n TABLE 3 Lu X O BRACING REQUIREMENTS(For complete details soo Table 11602.10.1 of the IRC) m Amount of Bracing Per Wall Lino Braced segments shall occur at each LL! and and at least every 25 it o.c,but not Maximum 6LL Stories less then the followtages:following percenSpacing Seismic Design Above Method of Between f1 Category(SOC) Braced Bracing For Method 3 For Other Braced Wall ltgol a 8 or Wnd Speed Wall Lin.`` PermitedNN Bracing Methods Permitted Lin.,(f1) SDC A and B 0 Melheds 1.8 16% 16% � Phis figure demonstrateshow due mininmm hrlcing segment widths in Tahlc 2 ore determined(for 3:1 winds I M.Ihods 1.8 16% 25% and 4:1 height-to-width ratios).The same principles apply to 2:1 or 6:1 height-to-width ratio panels. 100 mph and less 2 Methods 2.8 25% 3536 SDCC 0 Methods l-8 16% 25% 35A i His. eight Calculating minimum bracing or winds less 1 Mahoof 2-8 30% 45% ro width Example calculation ,h.o 110 mph 2 Mc4hods 2-8 AS% 60% ratio penal widths using IRC 8602.10.5 SDC 0, 0 Molhods 2.8 20% 30% - or winds less 1 Method,2.8 45% 60% -+-Min.width=height/3 �.__1 Min.width=96"/3=32' than 110 mph 2 Method,2.8 60% 85% 251 _ SDC D,or winds 0 Methods 7.8 25% 40% , less than 110 mph 1 Methods 2.8 55% 75% T "S1c,i,s oboe°bmu•J wall line. 1.1 Height 0.85 z height 96' y 0.85x96"=8Y or less C 0=one story or top of two.or Ihrce-story house 0 1 1=fat story of two-story or second story of Ihu,c.story house 0 ( , 2=tnst story of Three-slory house' ouse Project TILIt: R r Co N Z8, 8 p4.DiE znt rr oN to /At •Conxnvam s n ctv„I ,16-hi.,(IRC 8602.10.5)is para:ted i,. yv,hereMin.width=height/4 1 I-+.Min.width=96'/4=24, q - r'Ahm^ob bro<ed wall s,Omenls(IRC R602.10.6)err p^rmillod m one story and Ih.II,,'slay pf iv„sloe,houses,and limilyd to conlinuaus •- -----1 Four al°"' �bI �� Project For: "Sac IRC Semon 8602 10.1 1 I,,e-plions. ) Seo IRC Sa[bon 8602.10.11.1 for rice tons 4:1 Heig 1L��+ I - cl:*. • �l 0.�.Iyi Lo Z 8 A/vDove MA. Drawing File No.: Sheet Title: Drawing No,: it 0.65xheighl ar Wss y' 0.65z96'n62' 1 -'--- 110-03-// �/o Po,cTnt Fnr4r9.Ver: �. Y OWNER/APPLICANT, ONE HUNDRED FOURTEEN TRUST MOUNT JOY DRIVE T EWKSBURY, MA 01876 3N - AN59°41 '58"W w 78.00 SE�gi 12j5 �/2g1\ 16.1 1 NA N �- - - 2_�; 8� -` 0') \ EXISTING FOUNDATIONcp- �` Z CERTIFIED PLOT PLAN L 0 T 2 N - A � � NO OTHER USE INTENDED BOUNDARY LINES AND EASEMENTS SHOWN \n ARE BASED ON THE APPROVED, RECORDED 1 . 00 A C. DEFINITIVE PLANS FOR THIS SUBDIVISION. THE FOUNDATION AS SHOWN DOES NOT 1 n VIOLATE ANY ZONING REQUIREMENTS REGARDING STRUCTURE TO PROPERTY LINE OFFSETS, THIS PLAN IS NOT TO BE USED TO ERECT \ FENCES, OTHER ANCILLARY STRUCTURES, \ OR FOR LANDSCAPING LIMITS. THIS CERTIFICATION IS 3�' BLDG. SETBACK NON-TRANSFERRABLE, AND IS FURTHER \_ - MADE WITH THE PROVISION THAT THE INFORMATION SHOWN HAS BEEN ACCURATELY FURNISHED BY THE OWNER TO THIS FIRM. S 6 3°4 7'0 6 'E 186.00' P" 'C` _ q" ' PLS LOT-2N-FOUNDATION-AS-BUILT BERRY STREET v PATf;ICK. 0` CAF ER = NORTH ANDOVER, MASS, NO .92661 fSTEPROJECT N❑1 NA1 SCALE: 1'=40' FS FG �`�� �`� .�� <LNIA Dc�s DRAWN BY, PCG DATES 10/10 CHECKED BYI SC SHT1 1 REVISED: � ❑F. 1 r 05/05/10 Adult& Pediatric Dermatology, PC "'*107.07 One Hundred Seven and Adult& Pediatric Dermatology, PC 1620 Sudbury Road Concord, MA 01742-5800 #88000A563 ti � j Bk 11044 P' 58 1874 01-25-2008 a 012039:P f COVER SHEET THIS IS THE FIRST PAGE OF THIS DOCUMENT DO NOT REMO VE f�n�r� Xwr � ,� Q�1n 1� ��,clna� �:..n1 na �_7 Uyu . GRANTOR GRANTEE ADDRESS OF PR6PERTY CITY/TOWN TYPE OF DOCUMENT MLC ASSIGNMENT TYPE DEED 6D MORTGAGE NOTICE TYPE DISCHARGE SUBORDINATION AFFIDAVIT CERT TYPE DEC OF HOMESTEAD UCC TYPE - DEC OF TRUST OTHER DES RIBE Essex North Registry of Deeds Robert F. Kelley, Register 354 Merrimack St. Suite 304 Lawrence, MA 01843 (978) 683-2745 www.lawrencedeeds.com J ASSESS. MAP & LOT#: 106D-74 OWNER/APPLICANTtl ONE HUNDRED FOURTEEN TRUST 51 MOUNT JOY DRIVE 1 27 0 78._0� 10' UTILITY EASEMENT 17' 25' FRONT S TBA K, i 24� � '3 6' DRIVE 24 8' WELL cid VI\ 'LLS VF� pn LOT 2N - A 1 . 000 AC. 43,562.50 S.F. \ 1� B VW"\ CIRT�T,[ ZEB PLAT 30' REAR SETBK ��, Pi AN NO OTHER USE INTENDED 186.00' ° S6347'06"E c u _a ar b, PATRICK. \Q ihv Otk SCF. A Y C'i/—:- . Ga1F'[f ai 4J4 t4�.Itl'f C, NOT)AOA HOUSE AS ZONING RSHOWN i ES a No 32661 �� Q 1/3'JLA�T o:ANY ZONING REQUaRE- c� 0 2 [!°ccSTS REGARDING STRUCTURE TO \��. 41.CI.�iTf��O PROPERTY LINE OFFSETS. LOT 2 A-TUAL FOUNDATION MAY VARY IN BERRY STREETt, Tc�La�?°= 7r'iS ANIS,BUTISNOTTOD10EXCEED NORTH ANDOVER, MASS, T E FOOTRINT SHOWN HEREON. -ris RcAca Is NOT T o BE vsEc Tc =R=ECT FENCES,OTHER ANCILLARY LRES,OFFORLANDSCAPSNG PROJECT NO: NAND 07 SCALE: 1°=40' LIMITS. U tlRPASFERRACERTIFICATION isE,&IS UR DRAWN BY: PCG DATE:2110110 i r„SNSFERRABLE.&15 FURTHER i�A'+?E WTF=THE?P--"S}Om THAT THE IN- FQR""'-,O?i u'�w;,N PAS�3E EN ACCU- t. CHECKED BY: SC SHTI I REVISION: 2/22/10 OF: 1 1 BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 2:17 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100209_BARLOW_LOT2BERRYSTNANDOVER.FBD Mark# : CB1 -Over MBR/Upper Hall Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 3.5",425 psi 3.5",625 psi 3.5",425 psi 8'6" 12'8 1/16" LOADS Project Design Loads:Floor:Live=20 psf, Dead=10 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 30 20 100% 0 0'0" 21'2 1/16" 28'0"s.c.-Attic 28'SC Uniform(plf) 9 0 0 0 21'2 1/16" Self Weight *Dimensions measured from left end when span#is 0 otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R'n 1440 5824 2281 Min R'n -18 2023 687 DL R'n 367 2023 765 Uplift 18 0 0 Min Brg(in.) 1.50 3.00 1.53 [Based on bearing stress below] Brg Str(psi) 425 625 425 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2811 2 0111" 21 6318 100% 0.44 M(ft-lbs) 6527 2 0101, 21 12977 100% 0.50 LtRn(lbs) 1440 0 0101. 22 5206 0.28 See Note#4 RtRn(lbs) 2281 0 21'2" 23 5206 0.44 See Note#4 IntRn(lbs) 5824 0 8'6" 21 7656 - 0.76 See Note#4 LLDefl(in.) 0.23 2 6'4" 23 0.42 U659 TLDefl(in.) 0.34 2 6'4" 23 0.63 U453 USE., GPLAM 2.0E 1.75x 9.50"2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally supported @16"o.c. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R n from 'Supports'section above. 5.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o/c(one row 2" from top,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Analysis valid for dry-use only(less than 16%moisture content). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. a� �� of 13. For explanation of GROUP, change to expanded printout. �F PAUL $ M. WEFMER FEBj STRUCTURAL O Na. 39953 h .09 9�c/s� BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 2:17 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version" 10 1 Build: 10 1 0 18 Project : 100209_BARLOW_LOT2BERRYSTNANDOVER.FBD Mark# : C132 -Over Computer Rm Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 4.0",425 psi L 4.0",425 psi 12'0" LOADS Project Design Loads:Floor:Live=20 psf, Dead=10 psf,•Roof.,Live=50 psf, Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 30 20 100% 0 0101. 12'0" 14'0"s.c.-Atic 14'SC 2 Span Carried(psf) 65 50 115% 0 010.. 12'0" 28'0"s.c.-Roof 28'SC Uniform(plf) 11 0 0 0 12'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. S1/ PORTS(lbs) 1 2 Max R'n 5948 5948 Min R'n 1748 1748 DL R'n 1748 1748 Min Brg(in.) 4.00 4.00 [Based on bearing stress below] Brg Str(psi) 425 425 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4801 1 10, 101, 31 9080 115% 0.53 M(ft-lbs) 17843 1 6'0" 31 22887 115% 0.78 LtRn(lbs) 5948 0 0101, 31 5950 1.00 See Note#3 RtRn(lbs) 5948 0 12'0" 31 5950 1.00 See Note#3 LLDefl(in.) 0.37 1 6'0" 31 0.40 U390 TLDefl(in.) 0.52 1 6'0" 31 0.60 L/275 USE. GPLAM 2.0E 1.75x11.88" 2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o/c(one row 2" from top,one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 9.Analysis valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP,change to expanded printout. OF PAUL Mase PAUL .X M. WEHNER FEB f1 STRUCTURAL tJ No. 39953 ST BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 2:17 pm • 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100209_BARLOW_LOT2BERRYSTNANDOVER.FBD Mark#: 2117131 -Over Garage Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defi : LL = L/360 TL = L/240 3.5",750 psi 3.5",750 psi I 24'0" I I LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf,, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 50 40 100% 0 0'0" 24'0" 24'0"s.c.-2nd floor 2 Uniform(plf) 120 0 100% 0 0101, 24'0" misc walls Uniform(plf) 34 0 0 0 24'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 9049 9049 Min R'n 3289 3289 DL R'n 3289 3289 Min Brg(in.) 1.72 1.72 [Based on bearing stress below) Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 7808 1 23'10" 21 23940 100% 0.33 M(ft-lbs) 54297 1 12'0" 21 87324 100% 0.62 LtRn(lbs) 9049 0 0'0" 21 18375 0.49 See Note#3 RtRn(lbs) 9049 0 24'0" 21 18375 0.49 See Note#3 LLDefl(in.) 0.56 1 12'0" 21 0.80 U516 TLDefl(in.) 0.88 1 12'0" 21 1.20 L/328 USE: GPLAM 2.0E 1.75x18.00"4 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R n from'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia,bolts&washers 2"from edges @ 24"o/c staggered. 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Analysis valid for dry-use only(less than 16%moisture content). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.For explanation of GROUP,change to expanded printout. 11. The building designer is responsible for verifying the acceptability of the calculated deflection results. OF O2 PAUL M. WEWER FEB STRUCTi1RAL td0. 39953 s� BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 2:17 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100209_BARLOW_LOT2BERRYSTNANDOVER.FBD Mark# : SRI -Over FR Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= L/480 TL = L/360 Slope : 0112 psi 3.5", 625 psi LOADS Project Design Loads:Roof.'Live=50 psf,Dead=17 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional info 1 Span Carried(psf) 67 50 115% 0 0101, 8101, 14'0"s.c.-Roof Uniform(plf) 6 0 0 0 8-0" Self Weight *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1899 1899 Min R'n 499 499 DL R'n 499 499 Min Brg(in.) 1.74 1.74 (Based on bearing stress below] Brg Str(psi) 625 625 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1360 1 1-2" 31 4540 115% 0.30 M(ft-lbs) 3797 1 4-0" 31 10104 115% 0.38 LtRn(lbs) 1899 0 0'0" 31 3828 0.50 See Note#3 RtRn(lbs) 1899 0 8'0" 31 3828 0.50 See Note#3 LLDefl(in.) 0.08 1 4'0" 31 0.20 L/1177 TLDefl(in.) 0.11 1 4-0" 31 0.27 U868 USE: GPLAM 2.0E 1.75x11.88" 1 Ply (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @16" O.C. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 6.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max(min reaction. 7.Analysis valid for dry-use only(less than 16%moisture content). 8. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.For explanation of GROUP,change to expanded printout. r��ySN OFPAM FE=L 1 g M. WENNER , STRUCTURAL �No. 399530 S NG BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 2:17 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100209_BARLOW_LOT2BERRYSTNANDOVER.FBD Mark# : 2FB2 -Over FR Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 3.5",750 psi L 3.5",750 psi 14'0" LOADS Project Design Loads:Floor.'Live=40 psf, Dead=10 psf,,Roof.Live=50 psf, Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 50 - 40 100% 0 0101, 14'0" 14'0"s.c.-2nd floor +Wall(plf) 100 0 0 0101, 14'0" 2nd floor 2 Span Carried(psf) 30 20 100% 0 010.. 14'0" 14'0"s.c.-Attic 3 Span Carried(psf) 65 50 115% 0 0'0" 14'0" 28'0"s.c.-Roof 4 Concentrated(lbs) 1899 1400 100% 0 7'0" LtRn SRI Uniform(plf) 20 0 0 0 14-0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 9944 9944 Min R'n 3539 3539 DL R'n 3539 3539 Min Brg(in.) 2.53 2.53 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8225 1 0-2" 61 16060 115% 0.51 M(ft-lbs) 37515 1 TO" 61 46854 115% 0.80 LtRn(lbs) 9944 0 0101, 61 13781 0.72 See Note#3 RtRn(lbs) 9944 0 14'0" 61 13781 0.72 See Note#3 LLDefl(in.) 0.38 1 T 0" 61 0.47 L/438 TLDefl(in.) 0.59 1 7'0" 61 0.70 U283 USE:. GPLAM 2.0E 1.75x14.00"3 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Rn from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o%(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 8. Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 9.Analysis valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. -A�ZN OF MqS 11.For explanation of GROUP,change to expanded printout. 2� PAUL C FEB jM. WEMER O STRUCTURAL No. 39953 i BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 2:23 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam®Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10 1 Build: 10 1 0 18 Project : 100209_BARLOW_LOT2BERRYSTNANDOVER.FBD Mark# : WH1 -supports 2FB1 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL= L/240 psi 3.0", 750 psi LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf;Roof:Live=50 psf, Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(pso 50 40 100% 0 0101, T3 1/2" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plo 100 0 100% 0 0'0" T3 1/2" misc walls 2 Concentrated(lbs) 9944 6405 100% 0 1.0.. LtRn 2FB2 3 Uniform(plf) 20 14 100% 0 0101, 3'3 1/2" attic spacing 4 Uniform(plf) 130 100 115% 0 0'0" 3'3 1/2" roof rake Uniform(plf) 11 0 0 0 T3 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 7298 3396 Min R'n 2728 1339 DL R'n 2728 1339 Min Brg(in.) 2.78 1.50 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6332 1 1101, 21 7896 100% 0.80 M(ft-lbs) 7184 1 1'0" 21 19630 100% 0.37 LtRn(lbs) 7298 0 0.0.. 21 7875 0.93 See Note#3 RtRn(lbs) 3396 0 3'4" 21 7875 0.43 See Note#3 LLDefl(in.) 0.02 1 1'8" 21 0.11 L/2463 TLDefl(in.) 0.03 1 1'8" 21 0.16 U1537 USE: GPLAM 2.0E 1.75x11.88"2 Plies (Grade. Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally unsupported between bearing locations. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to both plies, either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o%(one row 2" from top,one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Analysis valid for dry-use only(less than 16%moisture content). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.For explanation of GROUP,change to expanded printout. oFPAUL '�gs FEB �� M. W=EHNE 10STRUCTURAL NO. 39953Q a 90�� IST Neal Mitchell Associates 1041 Sutton Street, Northbridge, MA 01534 Tel: 508-234-8646 Fax: 508-234-8759 e-mail: nmitche112@aol.com February 20,2010 Mr. Gerald Brown Inspector of Buildings Town Of North Andover 1600 Osgood Street North Andover, MA 01845 RE: Lateral Load Analysis Of Federal Front Colonial c.e-r'0.2_ ftk.t•s-r sr- , ItL-1 couctL,MA I have analyzed this residential structure for lateral loading resistance using the Formula Method that is described in the Massachusetts State Building Code 780 CMR— Seventh Edition. The computations for this building confirm that with the designated modifications, that this building will meet the lateral load requirements that are specified in this Code. The drawings that were used for this Report were prepared by Stephen Dix, Douglas, MA. The analysis for this building has used 7 rectangular Braced Wall sections. Four 4' wide sections in red, and Two 8' wide section represented in Blue. The code permits the use of sections up to 8' wide. Each of these rectangular sections represents a Braced Wall Line that was used for analysis. The calculations for this lateral load study are attached for your review, along with a drawing of the first floor that illustrates the rectangular bands that were used for this analysis(780 CMR 5602.10.1). The lengths of panels that qualify as Braced Panels are specified in the green ovals, and the dimensions in the yellow ovals are the overall wall lengths for the walls in question. The attached spreadsheet illustrates that this basic structure, with modifications for the garage framing, meets the requirements of 780 CMR 5602.10 in terms of the required length of Braced Walls that are needed to supply the lateral load resistance that is required by the Code. The rectangular section labeled as (A-A) has a chimney in the wall. Although the chimney can provide the increased lateral stability for the entire wall, the adjacent walls provide the necessary braced wall lengths and the lateral stiffness of the chimney was not increased in length to reflect its increased stiffness. This Braced Wall Line more than meets the lateral load requirements. Panel line (D-D) is along the garage face and it is represented by the Purple Rectangle. A check of the maximum available garage face-walls illustrates that these face-wall widths require the use of either the APA Portal Frame or the NBM Portal Frame. The NBM Portal Frame and the APA Portal Frame drawings are attached to this Report. These frame systems provide the proper strength for this garage wall section. The Braced Wall analysis that I made considered Option #3 - Wood Structural Panel Sheathing (780 CMR 4502.10.3 Braced Wall Construction Methods). For this building the minimal panel lengths for designation as Braced Panels could have been reduced below the basic 48" panel width — (780 CMR Section 5602.10.5)but for simplicity only 48"wide or greater panels were considered in this analysis.All of wall components that were used as Braced Walls in the analysis of all sections exceeded this requirement,and the panels that were selected more than exceeded the code requirements. 1 Using 780 CMR Table 5602.10.1 (attached) this structure can be considered as Design Case 2 which requires that the sum of the braced walls be more than 16% of the overall wall length for exterior panels. For interior panels, the sum of the braced walls must be more than 25% of the overall wall length. The spread sheet illustrates that all of the sections investigated, including the garage face-wall panels that use either the APA Portal Frame or the NBM Portal Frame details. The attached spreadsheet illustrates that the percentage of bracing on each of the rectangular wall line investigation strips exceeds the minimum requirements of the Code. The Code assumes that diaphragm action of the joists and deck are sufficient to transmit the lateral loads to the exterior bracing walls as long as the bracing walls meet these code minimums. Structural tests have confirmed that the requirement for 4' wide panels at the corners is not necessary. Consider the Report titled: "The Performance of Perforated Shear Walls With Narrow Wall Segments, Reduced Base Restraint, and Alternative Framing Methods" prepared by the NAHB Research Center for HUD and the NAHB. Among other things this Report validates the fact that 4' wide sheathed corner panels are not of any real value in the overall behavior of the braced wall length. However, attention is called to the building corner details that are illustrated on the attached APS sketches. These corner framing details should be used at all corners of this residence. Because of the window sizes and location it is necessary to properly fasten the sheathing to the studs and jacks at the large window openings. I suggest the use of a 3" nail spacing for attachment of the exterior skin to both the studs and jacks at the window openings. Please call me if you have any questions about this analysis or these recommendations. Sincerely, �!t OF - NEAL S tNtTC[ :F-LL IR. Na INA MA I I I 7 Neal B.Mitchell,Jr. P.E. pF MA#18222CP �\ �r� 110�\ 2 4 Shear Wall Review Formula Method From Massachusetts State Building Code 780 CMR - Seventh Edition Neal Mitchell Associates Structural Engineers 1041 Sutton Street Northbridge, MA 01534 Tel 508-234-8646 EXPOSURE DESIGNATION WINO PERPENDICULAR\. / TO RIDGE C-- ONE-STORYORTOPSTORYOF 1. Exposure A. -barge city centers with at TWO-STORY O . ITABLES 5611.7(9A)OR5611.7(SOA)) least 50%of the buildings having a height in j.; MIN.SOLID WALL LENGTH<A+8%C L ' _ - excess of 70 feet (21 336mm). Use of this D �//E j�'"---FIRST STORY OF TWO-STORY [TABLE$56117(9AJOR6611.7(1DA;) exposure category shall be limited to those -' MIN.SOLID WALL LENGTH S p%E W areas for Whichterrain representative of Exposure A prevails in the upwind direction for a distance of at least 0.5 mile(0.8 kin)or ten times the height of the building or other structure, whichever is greater. Possible ----ONE-STORY OR TOP STORY OF channeling effects or increased velocity ,lC`,.'. TWOSTORY 1TABLES 661.7f.9H)OR;4611.70 08)] pressures due to the building or structure being MIN,SOLID WALL LENGTH sA+B%C located in the wake of adjacent buildings shall B ; FIRST STORYOF'TWO-STORY Fbe taken into account. [TABLES sat 1.718B)OR 66117(1OB)j MIN.SOLID WALL LENGTH<D%E<F A 2, Exposure B. Urban and suburban areas r` wooded areas,or other terrain with numerous closely spaced obstructions having the size of WINDsingle-family dwellingsor larger. Exposure B PARALLEL TO RIDGE shall be assumed unessthe site meets the definition of another type exposure. NOTE:EACH WALL SEGMENT(&B.C.D AND F) MUST MEET THE MINIMUM SOLID WALL SEGMENT LENGTH 3. ExposureC. en terrain with scattered IN ORDER TO BEAPPLICA13LE TO THE MINIMUM SOLID '"r' WALL LENGTH EOUATIONS ABOVE, obstructions,including surface undulations or other irregularities, having heights generally SHEAR WALL PANEL DESIGNATIONS less than 30 feet(9144 nun) extending more than 1,500 feet(457 m)from the building site in any quadrant.This exposure shall also apply 780 CMR TABLE 5611.7.4 to any building.located within ExposureB type WIND VELOCITY PRESSURE FOR terrain where the building is directly adjacent DETERMINATION OF MINIMUM SOLID to open areas of Exposure C type terrain in:any WALL LENGTH' quadrant for a distance of more than 600 feet WIND VELOCITY PRESSURE(psi) SPEED Exposure b (183 m): This category includes flat open (mph)" B C D country,grasslands and shorelines in hurricane 85 14 19 23 prone regions. 90 16 21 25 19 4. Exposure D. Flat, unobstructed areas 100 26 25 100 19 32 31 exposed to wind flowing over open water 120 27 38 44 (excluding shorelines in hurricane prone 130 32 44 52 regions) for a distance of at least one mile 140 37 51 60 (1.61 km).Shore-lines in Exposure D include 1.50 43 59 69` inland waterways,the Great Lakes and coastal 2 ' For SI: I psf=0.0479 kN/m ;I mph=1.6093 km/hrareas of California, Oregon,Washington and a. Table values are based on ASCE 7-98 Figure 6-4 Alaska. This exposure shall apply only to using a mean roof height of 35 ft(10.7 m). thosebuildings and other structures exposed to b.Exposure Categories shall be determined in the wind coming from over the water, accordance with 780 CMR 5301.2.1.4. Exposure D extends inland from the shore-line c.Design is required in accordance with ACT 318 and a distance of 1,500 feet(457 m)or ten times approved manufacturer guidelines. d. Interpolation is permitted between wind speeds. the height of the building or Structure, whichever is greater. WIND PRESSURE 5602.10 Wall Bracing. 5602.10.1 Braced wall lines. Braced wall lines shall consist of braced wall panel construction methods in accordance with 780 CMR 5602.10.3. The amount and location of bracing shall be in accordance with 780 CMR Table 5602.10.1. Braced wall panels shall begin no more than 12.5 feet(3810 mm) from each end of a braced wall line. Braced wall panels that are counted as part of a braced wall line shall be in line, except that offsets out-of-plane of up to four feet (1219 mm) shall be permitted provided that the total out-to-out offset dimension in any braced wall line is not more than eight feet(2438 mm). A designed collector shall be provided if the bracing begins more than 12 feet(3658 mm) from each end of a braced wall line. 5602.10.1.1 Interior Braced Walls -Spacing. Spacing of braced wall lines shall not exceed 35 feet(10,668 mm)on center in both the longitudinal and transverse directions in each story. Exception: Spacing of braced wall lines not exceeding 50 feet shall be permitted where: 1. The wall bracing provided equals or exceeds the amount of bracing required by 780 CMR Table 5602.10.1 multiplied by a factor equal to the braced wall line spacing divided by 35 feet, and 2. The length-to-width ratio for the floor/wall diaphragm does not exceed 3:1. 5602.10.3 Braced Wall Panel Construction Methods.The construction of braced wall panels shall be in accordance with one of the following methods: 1 Nominal one-inch-by-four-inch(25.4 mm by 102 mm)continuous Diagonal Braces let in to the top and bottom plates and the intervening studs or approved metal strap devices installed in accordance with the manufacturer's specifications. The let-in bracing shall be placed at an angle not more than 60 degrees(1.06 rad)or less than 45 degrees(0.79 rad)from the horizontal. 2 Wood boards of 5/8"inch(15.9 mm)net minimum thickness applied diagonally on studs spaced a maximum of 24 inches(610mm). Diagonal boards shall be attached to studs in accordance with 780 CMR Table 5602.3(1). (Fastener Schedule) 3 Wood Structural Panel Sheathing with a thickness not less than 5/16 inch (7.9 mm)for 16-inch(406 mm) stud spacing and not less than 3/8 inch(9.5 mm)for 24-inch(610 mm)stud spacing.Wood structural panels shall be installed in accordance with 780 CMR Table 5602.3(3). (Stud Spacing) 4 1/2(12.7 mm)or 25/32-inch (19.8 mm)thick Structural Fiberboard sheathing applied vertically or horizontally on studs spaced a maximum of 16 inches(406 mm)on center. Structural fiberboard sheathing shall be installed in accordance with 780 CMR Table 5602.3(1). (Fastener Schedule) 5 Gypsum board with minimuml/2-inch(12.7 mm)thickness placed on studs spaced a maximum of 24 inches(610 mm)on center and fastened at seven inches(178 mm)on center with the size nails specified in 780 CMR Table 5602.3(1)for sheathing and 780 CMR Table 5702.5 for gypsum board. (Fastener Schedule) 6 Particleboard wall sheathing panels installed in accordance with 780 CMR Table 5602.3(4)(Stud Spacing) 7 Portland cement plaster on studs spaced a maximum of 16 inches(406 mm)on center and installed in accordance with 789 CMR 5703.6(Requirements for Exterior Plaster) 8 Hardboard panel siding when installed in accordance with 780 Table 5703.4. (Fastener Schedule) Exception: Alternate braced wall panels constructed in accordance with 780 CMR Table 5602.10.6 shall be permitted to replace any of the above methods of braced wall panels. 780 CMR TABLE 5602.10.1 WALL BRACING DESIGN CASE BASIC WIND SPEED CONDITION TYPE OF BRACE..b AMOUNT OF BRACING Located at each end and at least every 25 One story Top of two or Methods 1,2,3,4,5,6,7 or 8 feet on center but not less than 16%of three story braced wall line for Methods 2 through 8. Located at each end and at least every 25 First story of two story feet on center but not less than 16%of Second story of three story Methods 1,2,3,4,5,6,7 or 8 braced wall line for Method 3 and 25%of braced wall line for Methods 2,4,5,6,7 100 mph and less or 8. Minimum 48-inch-wide panels located at First story of three story Methods 2,3,4,5,6,7 or 8 each end and at least every 25 feet on center but not less than 25%of braced wall line for Method 3 and 35%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 One story Top of two or feet on center but not less than 16%of three story Methods 1,2,3,4,5,6,7 or 8 braced wall line for Method 3 and 25%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 Less than 110 mph First story of two story Methods 2,3,4,5,6,7 or 8 feet on center but not less than 30%of Second story of three story braced wall line for Method 3 and 45%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 feet on center but not less than 45%of First story of three story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 60%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 One story Top of two or Methods 2,3,4,5,6,7 or 8 feet on center but not less than 20%of three story braced wall line for Method 3 and 30%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and not more than 25 Less than 110 mph First story of two story Methods 2,3,4,5,6,7 or 8 feet on center but not less than 45%of Second story of three story braced wall line for Method 3 and 60%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and not more than 25 feet on center but not less than 60%of First story of three story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 85%of braced wall line for Method 2,4,5,6,7 or 8. Located at each end and at least every 25 One story Top of two story Methods 2,3,4,5,6,7 or 8 feet on center but not less than 25%of1 0 braced wall line for Method 3 and 40%of braced wall line for Methods 2,4,5,6,7 or 8. Less than 1 10 mph Located at each end and not more than 25 1 1 feet on center but not less than 55%of First story of two story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 75%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and not more than 25 Cripple walls Method 3 feet on center but not less than 75%of 12 braced wall line. a.Foundation cripple wall panels shall be braced in accordance with 780 CMR 5602.10.2. b.Methods of bracing shall be as described in 780 CMR 5602.10.3. The alternate braced wall panels described in 780 CMR 5602.10.6 shall also be permitted. c.When the dead load of the roof/ceiling exceeds 15psf,the bracing amounts shall be increased in accordance with 780 CMR 5301.2.2.4. Bracing required for a site's wind speed shall not be adjusted. MINIMUM LENGTHS OF PANELS 5602.10.4 Length of Braced Panels. For 780 CMR 5602.10.3 Methods 2., 3., 4., 6., 7. and 8., each braced wall panel shall be at least 48 inches (1219 mm) in length, covering a minimum of three stud spaces where studs are spaced 16 inches (406 mm) on center and covering a minimum of two stud spaces where studs are spaced 24 inches (610 mm)on center. For 780 CMR 5602.10.3 Method 5(Gypsum Panels). each braced wall panel shall be at least 96 inches (2438 mm) in length where applied to one face of a braced wall panel and at least 48 inches (1219 mm)where applied to both faces. Exceptions: 1 Lengths of braced wall panels for continuous wood structural panel sheathing shall be in accordance with 780 CMR 5602.10.5. 2 Lengths of alternate braced wall panels shall be in accordance with 780 CMR 5602.10.6. 5602.10.5 Continuous Stuctural Panel Sheathing.When continuous wood structural panel sheathing is provided in accordance with 780 CMR 5602.10.3 Method 3. on all sheathable areas of all exterior walls, and interior braced wall lines, where required, including areas above and below openings, braced wall panel lengths shall be in accordance with 780 CMR Table 5602.10.5. (Below) Wood structural panel sheathing shall be installed at corners in accordance with 780 CMR Figure 5602.10.5. The bracing amounts in 780 CMR Table 5602.10.1 for 780 CMR 5602.10.3 Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85% of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67%of the wall height. Multiply by (0.9)When the opening does not exceed 85% of the Wall Height Multiply by (0.8)When the opening does not exceed 67% of the Wall Height 5602.10.6 Alternate Braced Wall Panels. Alternate braced wall lines constructed in accordance with one of the following provisions shall be permitted to replace each four feet (1219 mm) of braced wall panel as required by 780 CMR 5602.10.4: 1. In one-story buildings, each panel shall have a length of not less than two feet, eight inches (813 mm) and a height of not more than ten feet (3048 mm). Each panel shall be sheathed on one face with d-inch minimum- thickness (9.5 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with 780 CMR Table 5602.3(1) and blocked at all wood structural panel sheathing edges. Two anchor bolts installed in accordance with 780 CMR Figure 5403.1(1) shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie-down device fastened to the foundation, capable of providing an uplift capacity of at least 1,800 pounds(816.5 kg). 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with 780 CMR 5602.10.6 Item 1, except that the wood structural panel sheathing shall be provided on both faces, sheathing edge nailing spacing shall not exceed four inches on center, at least three anchor bolts shall be placed at'/5 points, and tie- down device uplift capacity shall not be less than 3,000 pounds(1360.8 kg). 780 CMR TABLE 5602.105 LENGTH REQUIREMENTS FOR BRACED WALL PANED INA CONTINUOUSLY SHEATHED WALL..b MINIMUM LENGTH OF BRACED WALL PANEL MAXIMUM OPENING HEIGHT NEXT TO THE inches BRACED WALL PANEL 8-foot wall 9-foot wall 10-Coot wall (%of wall height) 48 54 60 100% 32 36 40 85% 24 27 30 65% For SI: 1 inch=25.4 nun,I foot=305 min, 1 pound per square foot=0.0479kN/mz. a. Linear interpolation shall be permitted. b.Full-height sheathed wall segments to either side of garage.openings that support light frame roofs only,with roof covering dead loads of 3 psf or less shall be permitted to have a 4:1 aspect ratio. 62' = 744" --- n -Y6 vsua,r J 1 G.vs Los'Fre¢j vcr,IFYw/CAB-- 156 6knor Per,BG iGxRs SpFe. I I 1 L Porm-FPNHF TN's (a1,//.DOOR Hp*Ttl 8lJIG N6. i I ern T. Raq v. L -r - f�Y 1�/fG/A•'L�/l CfA It AOevV F,F I Y!'ey � '�, � 90 •"""' ""' t GortNvt.SFr �hfr� fnkAct Dcrq':,s a � .. �� 6Vw IAIGINA. (i/:e 2 G'.+e�i2 Hs-naee, r N 56 FAmizYRh?. I. TY�eI X 2ECdac OW Wlt2s !'Cta�SE'Y SCPReg rIOM AdoY' Q 36' = 432" _E�,rrtilc Krrcr,E},. ;OM 20 2•L tq I I I 1h. 7 o .roeo�a 1 24 = 28811 of II 11 ( I I TEF'+ PJJ. �i s Rro''D• I I 48 - p _ 2. . - -- -- - I r' •� � ail. ��>z _ _ 1,- 5 — F}"Co+ac.Fa..549F RrcN ro O.N.Tboer — IV 150 L I vixiG RM. _ - 0 19 Ll { I Z. Z.14 i FO-,C - 90 P - 96 za M °6s --- --- - -. �' I - ��� __.-..�.._..._ f I 62' = 744" Neal Mitchell Associates Structural Engineers S=1 Federal Front Colonial MASS BUILDING CODE 1041 Sutton Street Northbridge,MA 01834 North Andover BRACED WALL STUDY TEL:508-234-4646 Neal Mitchell Associates Structural Engineers M+ BRACED WALL LINE CALCULATIONS [5602.10] Project Location = North Andover Date= 2/20/2010' Contractor's Name=;Barlow Construction Exposure= B Design Wind Speed='`' 100 mph Wall Material From [5602.10.3] ......- Design Pressure= j 19 r!psf Bracing Method 3 ft in Wall Ht= 9 108 in Side A= 62 ft Wall "A"Area= 80,352 in2 Side B=', 62 ft Wall "B"Area = 80,352 in2 Side C= 36 ft Wall "C"Area= 46,656 in2 Side D= 24 ft Wall "D"Area 31,104 in2 238,464 in2 Total Height Width Area Vumber of Window in in in2 Windows Area Window Sizes. 60 36 2160 9 19,440 in2 60 72 4320 2 8,640 in2 60 108 6480 0 Qin 2 80 108 8640 1 8,640 in2 Average= 65 in 36,720 in2 ...... ........ - - %Window Area 15 % fall Area- 85 % Window Ht To Wall Ht 60 % From [5602.10.1] From [5802.10.4] Design Case = 2 Minimum Panel Size= j . 48'' in-Typical Wall Minimum Panel Size= 96; ;in-Gypsum Wall From [5602.10.1] Min Bracing Length Side A= 119 in Min Wall Percentage16 % Min Bracing Length Side B= 119 in .... (16%,20%, 25%, 35%,45%,55%, 60%, 75%) Min Bracing Length Side C= 69 in Min Bracing Length Side D= 46 in Check Shear Resisting Walls For Bracing Walls Provided Neal Mitchell Associates Structural Engineers FOR PANELS CONTINUOUSLY SHEATHED Maximum From [5602.10.51 Opening Panel Length Requirements 100% 54 in 108 in 85% 36 in 92 in 65% 27 in 70 in Selected Minimum Bracing Wall Section 40in From 5602.10.5 Minimum Length Reduction(Method 3)_' 10'% Shear Resisting Walls - Length Of Qualifying Wall Segments(in) (NOTE: NEGLECT ANY WALL SIZES BELOW MINIMUM) Exterior Exterior Exterior Exterior Interior Interior Interior Line A B C D E F G H - 78 60 156 Garage 48 156 120 _- �. 90 60 150 108 132 84 90 156 228 96 60 1( F, l inches' 480 366 306 0 312 288 312 0 Min Required, 119 119 69 46 119 117 '84 Ok Ok Ok NO* Ok Ok Ok Length of Panel Line (in) 744 744 432 _ 288 744 468 Percentage of Bracing 6S% 49% 71% 0% 42% 62% 93% 0% Percentage Required:: 16% 16% 16% 16% 16% 25% 25%. Check of[5602.10.1] If The Spacing Between Shear Walls Exceeds 35 Feet,An Exact Analysis Is Required * Wall Line D-D Requires The Use Of An NBM Portal Frame Or The APA Portal Frame For Proper Face-Wall Stiffness TYPICAL CORNER DETAILS CONTINUOUS OSS OC- OVERLAP OSB Ci t 'P YWOOD OUTSIDE CORNER SHEATHING AT COIRNERS OVERLAP SHEA'R-jNQ 4d NAILS 0 12"O-r, ON ALL FRAVED W.MBERS P40T AT PANEL CD (FIELD) ON ALL PANEL EDGES INSIDE CO3RNER 41 ON AIX PAKa MG[78 f Od NAILS a IT 0,G,CW ALL FRAMEQ MEMBERS NOT AT PANEL EDGES(FIELD) Neal Mitchell Associates Engineers 1041 Sutton Street Northbridge, MA 01534 Tel: 508-234-8646 _ ......... ......... ...... .. .................. -.. - _ ............ - _ Outside Elevation Side Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) -OP --- . • t� • 1• Sheathing filler t „ _ M' to " d flet hE�d 4- A;t t t t if needed - N 't® 18' (fin ihed width) ........ it - •,,x 16d sinker I t t t, , " • � Fasten sheathing to header Top plate t , t t ► trails in 2 rowst 88 common nails in 3" rid "I t ' I 1 g continuity i� ,� l . °�1� �� .� � 3O.C. Pattern as shown and 3" o.c. in required per " I *i & *".riI'•.rI - .2. Ik ltt: tLlo *tI tI I rall framing studs and sills tYP RbQ2.3 ,+ , 1000 lb header- 1 rot 1000 Ib:header--to-jacstud strap14 #o-jack-stud strop l .. ..__.. on both sides of opening on both sides •wt (install on backside as shown on of opening (Ref. Max. ���� l+ Side Elevation, Ref. No. LSTA24) 14 91 � �� No. LSTA24) heiat *lel Min. 2 2x4 - i - , , Braced wall *r� � If panel splice is needed it shall l i I'i 'l ;;. # occur within 24"of mid-height. segment per t t t •r , i i t k 1 l i I i *ri r't g 8602.10.5 t *rh 3/8"rain. •i. 1* Blocking is not required. j 1 •jib j.i ............ thickness wood s#ructural-pane *r•� i Min. width based on 6:1 No.of I+ i i Y�, height-to-width ratio: For jack studs r , *W 4. sheathing k, a, t t *14 • l example: min. forheight, per table t •�t f t, » a 1,J, 20" for 10' height, etc. R502.5(1 +,i•t tt►"i Min. 2xx3/16"plate- washer _ 14 ............. Anchor 6o4 per R403.1.6 TYp• _ Foundation per code - -_ Not to scale Neal Mitchell Associates Structural Engineers 1041 Sutton Street Northbridge,MA 01534 TEL:508-234-8646 z. ------.--- _ __ - --- -._ ...-_.. _. Add A Smell Drill Hole On Bottom Of Each Plate A oh abrication e APlates NW . 3i8"TrusLok crews, tWre Ea Side So TTrussLk Fastne d Then Reverse s re Offset Columns' nthony Power Columns Beams11.875 LVL orr55et au s�raw5 eY 1"From Centerline All Connec#or. 10 Gauge-Except 11 Thick 17 x ase Connector 7 l' `O N ox 6 7/8" 3 1/2" N N 1/4"Bent Cap N Plate With(+or-)2" O ` Height Adjustment ERECTION PROCEDURE 17x6x1/4" N 9x67/8x9" iv Bent L Plate With 1.Set Side'U"Plate On Bent U Plate 9-3 3/8 TrussLok The Foundason eats. t s io Screws 2..Set The Beck'L"Plato On The Foundation eons, 1,0 21_ 3.Screw The Nuts On The Foundation Ancho 4 'l 3lA 4.Set Spacer Hat over Nuts. �,,. S.set Colum,And screw v Plate To The.Column. V 6,Screw 7tre'L'Plate To The IF 3 1l2" Ctilamm' 6711 4—Fou idation TYPICAL FRAME n An o`sENDANCHOR CTION Neal Mitchell Associates Structural Engineers N B M PORTAL FRAME MAStreet 01534 COLUMN ANCHORS TEL:508-234-8646 The Commonwealth of Massachasetts Department of Industrial Accidents Office ofinvestigations 600 Wwhington Street .Boston, MA 02111 r' www.M4SS.govh a ' ' Workers'.Compensation Insurance Affidavit: Builders/Contractors/Mesctricians/Plumbers Uemt Information -.-Please Print Le•'blv Name(Busin=v&genirat=ftdividW): TTR Address.• City/State/Zip: _s���� �� �� MA Phone.#: YU8 3 aCi 'i 33 Vrau an employer?Check the appropl late bqz: 1 I am a employer with__:R , ,; 4. Q'I am a general contractor and I hof ro f ect(required` o and/or * have hired the sub-contractors 6 "� �� on �tpart-time). employees(fix 2.❑ I am a sole proprietor or partner- listed on the•attached sheat. 7. ❑Remodeling . ship and have no employees Tie sir+-carnractors have 8. F1 Demolition working forme inatiy capacity. employees and have workers' [No workers'comp.insurance comp.insurance.*' 9• Building addition required) 5. (� We are a corporation and its 10.Q Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11,❑Plumbing repairs or additions myself[No workers'comp. right Of exemption per MGL' insurance required]t' c.152,§1(4), and we have no 12.0 Roof repairs employees. [No workers' 13.0 Other comp.insurance required,] "Amy applicant that ehedim box#1 muss also fill out the section below showing their workers'compa� don policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors meat submit a new affidavit indicating such. tCorutractars that check this box must attaclmd an additional sleet showing fu:name of the aubaontreators and state whether m not those entities have employees. If the subcontractor's-have employees,they must provide their worker8'comp:policy num X am an employer that is providing workers'compenaadon htwraaece for my employees Below is the oUcy.and ob ske informatiarr. P 1 lusuzwre Co /n� ff {� rr Company Name: !l SS oL,at(fX Cvn�i„�ess 1 Policy#or Self-ins.Lic.#: (.J C C 5 o 07 al 7 01 a t7 oq Expiration Date: 'I V i n+ Sob Site Address: B s t- -A ear� t City/State/Zip: r/A, c-4, AAvtr Attach a copy of thew workers'kers compensation policy declaraSan page'(showiltg the policy number and exi expiration date). i. Failure.to secure coverage as required under Section 25A of MOL 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 sad a foe of up to$250.00 a day against the violator.-Be advised that a copy of this statement may lie forwarded to the Office of Investi tions of the DIA imsuramco cov verification. r do hereby c rti paters ' penalties of perjury that the infonwava provided above is true and correct: PhD=#- los-)70-� use o y. o not write this area,to a comp by or town official i City or Town:' Permdt/License# Issaing Authority(circle one): f :1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector z - 6_Other Contact Person: Phone#: i •.ne;j -"� UUUNAN INSURANCE PAGE 61 Zo� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DaYYw) F267 onan Insurance A ®n /15/10 J cY, Inc. THIS CERTIRICATE IS ISSUED AS A MATTER OF INFORMATION Main Street: ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ford, MA 01540 AL,TE R HOLDETHE COWR,gGECCFORDED BY1H MpObICIExSTBELOW INSURERS AFFORDING COVERAGE NAIC TJK, Ina. INSUREVA SSSEX—INSii�tp,N # DO BOX 12 INSUREF e: ,Associated BmT�loyersTnsCo -- --- South Grafton, MA 01560 INSUREF•C__ - _ . . -••-- INSUREF:Q -- COVERAGES INsuREF F: THE POLICIES OF INSURANCE LISTED BELOW WAVE BEEN ISSUED TO THI;INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WRN MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCR16Eb HEREIN IS SUGUI=CT TO ALL THETERMS,EXCLUSIONS AND CONbFTtONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE��REDUCED BY PAIDCLAIMS. RESPECT TO WHICH THIS CERTIFICATE MAY gE ISSUED OR 'IN ADD '--.._.. .. .._��_.._.... ('OLICYNUM9ER POLICY ....?GTIVE POUCY� •'-----"'_."".._..._... RA110N •••- .._.._....___._......._ _GENERAL LIABILITY � _' LIMITS 7l1 X COMMERCIALGLPIFFIALLIABILITY 2CK7277 [JICMOCCURRENCE B ..1,000.000 11�:1/O9 11/3/10 PR GE TO ENTED cLAIMsMADE X OCCUR �Nll&F QccuaeD.00) S 50.000 MEbExP(A}rlrcroporcm) 5 10,000-- PERSONAL&ADV INJURY II 1,000,000 GFN'LAGGREGATE LMTAPPLIES Pr:R GENERAL AGGREGATE_ 3 2,000.000 POLICY la 0' LOC PRO DU S-Q0MP/OPAGO S 1-'.000 000 AUTOMOBILE LIAa UTY ANYAU70 COMB NED SINGLE LIMIT S ALL 0 WNCD AUTOO _) _ SCHEDULED AUTOS BODILY INJURY ( $ HIREDAUTOS Perprrnan) — NON•OWNEDAUTOS BODILY INJURY (Pnrqacidanp F PROPERTY DAMAGe GARAGE LIABILITY (Paracaldruni) $ ANYAVTO AUTO ONLY.EA ACCIOFNT S OTHER THAN EA ACC g — AUTO ONLY: AGG S — - EXCESS/UMBR@LLA�i,ABIWTY '"�" OCCUR CLAIMS MADE EACH OCCURRENCE S AGGREGATE — 3 DEDUCTIOLC S RETENTI _ _ g . VuORKER9 COMPENSATION • AND EMPLOYERS'LIABILITY YIN WC 3TATU. OTtI• B ANYPROPRICERIMEMBRIPXCLUDIEXCCUTiVF »OCC5007237012p09 Ia1CLIMITs. •••- or•FIC@RlMEMDPJPARLUOED� 6/10/09 6/10/10 E.L.EA!CHACCIDENT 1; 100,000 (Mondnrary In NH) It describe U' E.L.DISEASE-FA EMPLOYE $ 1001000 SIrRIAL PROVISIONS bslow OTHER F,L,b18EASE-POLICY LIMIT 5 500,000 6SCRIPTION OF OPERATIONS I LOCATIONS I VEFnCLES i eXCLUSIONS ADDED BY ENDORS EM ENT F SPECIAL PROVISIONS .ERTIFICATE HOLDER CANCEI .I.ATION S14OUW NYOFTHEASOVEDESCRIBED POLICIES BEOANCELLEDBEFORE THE EXPIRATION DATE-FH'REOF,711E ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN Town of North Andoveac NOTICE 10 THE C FICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO Sp 614ALL 120 Main Street IMPOSE ro o G TION OR uaBILrFY OF ANY KING UPON THE INSURER ITS AGENTS OR North Andover, MA 01845 REP Rr S6Nt S. Fax; 508-839-0211, PReSEr1TAflVE NCORD 25(200 9/61) 01988 2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo Aro registered marks of ACORD itilassachusetts- Dcp:u•tir►cnt ol-PUI)IIC Safet} Board of Building Regulations and Standards Construction Supervisor License License: CS 59359 Restricted to: 00 TIMOTHY M BARLOW PO BOX 12 S GRAFTON, MA 01560 c— J' "" Expiration: 1/24/2012 ( rmmisiunr Tr#: 16494 Board of Building Regulations and Standards Construction Supervisor License License: CS 59359 Expiration: 1/24/2010 Tr# 15553 Restriction: 00 TIMOTHY M BARLOW PO BOX 12 S GRAFTON,MA 01560 Commissioner HOME IMPROVEMENT CONTRACTOR _ Registration: 143758 Expiration: 7/29/2010 Tr# Type: DBA BARLOW BUILDING TIM BARLOW 13 DEPOT ST S. GRAFTON,MA 01560 Administrator oef 04tt40D t 419 `"`ls�� APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION Buildina Permit# ADDRESS/LOCATION OF PROPERTY : 14 ` DerrM S I Q Al Map Parcel Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Perm Issued tc: Address SIGNED ROUTING CONSERVATION j PLANNING DPW_ WATER METER SEWER/WATER CONNECTION W '�J?IIO NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST f DPW Signature File: Application for OC form revised Jan 2007 4 � � N' F N6RTFI ' 0 0 4 over . ..4`. ...vWx 0 .. No. - G/� dover, Mass., ,/ r F O� COC MICMEWICK 1 V t �d ADRATE D *? 7 S BOARD OF HE Food/KitcherCl�t � ,4-4a'fem PERMIT T P TOR THIS CERTIFIES THAT ................ X � 3... ................... ................... Foundation; $; has permission to erect........................................ buildings on .... .. .... :°:.:..., ............ . ............................... Lou 9 ' .. ' X le. to be occupied as...................... . . .,r ......... ?.1.... . ........................................................................... Chimney provided that the person accepting this permit shall in every respect Cform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-laws relating t6 the Inspection, Alteration and Construction of Buildings in the Town of North Andover. --- 4tl �_ �; ;�, c:P �'� �- r PLUMBING INSPECTOR ,�.. I VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough 10 s PERMIT EXPIRES IN 6 MONTHS ELECTRICAL PE OR UNLESS CONSTRUCTIO STARTS is;� �. .< %P . r%'r� ., .................... Service BUILDING INSPECTOR incl r�� meq/ A, Occupancy Permit Required to Occupy Building GAS INPE TOR Rough �0 Display in a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To Be Done FI DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE „ Smoke Det. q- -�� Neal Mitchell Associates 1041 Sutton Street,Northbridge,MA 01534 Tel:508-234-8646 Fax:508-234-8759 e-mail:nmitchell2a ool.com May 20,2010 Mr. Gerald Brown Inspector of Buildings Town Of North Andover 1600 Osgood Street North Andover,MA 01845 RE: FRANUNG INSPECTION—Lot 2 Berry Sheet Dear Mr.Brown: I have visited this residential structure to inspect the building framing. The building was designed according to the requirements of 780 CMR and the building has been constructed according to the plans. I have checked the various member combinations that were used in this residence and I have provided you with the Lateral Load analysis of this structure. Therefore, I can provide you with the proper certification that this residential structure has been constructed properly. Please call me if you have any concerns or questions. Sincerely, zz Neal B.Mitchell,Jr. P.E. S.E. MA#18222 Neal Mitchell Associates 1041 Sutton Street, Northbridge, MA 01534 Tel: 508-234-8646 Fax: 508-234-8759 e-mail: nmitchell2@aol.com May 20, 2010 Mr. Gerald Brown Inspector of Buildings Town Of North Andover 1600 Osgood Street North Andover, MA 01.845 RE: FRAMING INSPECTION—Lot 2 Berry Street s� Dear Mr. Brown: I have visited this residential structure to inspect the building framing. The building was designed according to the requirements of 780 CMR and the building has been constructed according to the plans. I have checked the various member combinations that were used in this residence and I have provided you with the Lateral Load analysis of this structure. Therefore, I can provide you with the proper certification that this residential structure has been constructed properly. Please call me if you have any concerns or questions. Sincerely, 1 11111/// j OF M Y/// T LL JR TRUC . :� Nea B.Mitchell,Jr. P.E. S.E. .` No. 18222 ! y MA#18222 % 9 ••� a tAORT#i Town of 4Andover . E = dover, Mass.,LA COCMIC EWICK � 1. ADRATED PS, \ S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 1141 � — BUILDING INSPECTOR THIS CERTIFIES THAT....................................../ ........................... . 1.. .�.... Foundation has permission to erect........................................ buildings on ....,/�. ',/...... ��� ............ ........................ Rough to be occupied as........................ /..;/. ........... ��?..1..1.1.. Chimney provided that the person accepting this pe it shall in every respect nform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating the Inspection, Alteration and Construction o Buildings in the Town of North Andover. ,�f�,.-1-rA- � 'L,�� j�'��-.,�� , PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. i Rough 0 � Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO STARTS Rough ' . ... .. f1...-�......,..................... Service BUILDING 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.