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Home My WebLink AboutMiscellaneous - 7 Sutton Place I 1 __...,_ ..Date.....�.................................... 4.. OF NORTN,� oa; o�p TOWN OF NORTH ANDOVER * PERMIT FOR WIRING 1Ss,C►N9��4 This certifies that .......T:. .....`t?rt n0. ...... ..e Gi.. --........................... has permission to perform .... V....:.."-...............'.��-- wiringin the building of....../.....u/�.r/.9.:.................................................................................. b: at ..............7......Gr a �. !./�. ' rt"h Andover,Mass. Feeb.7/............Lic.No. ................. . ..........:.tZt........�.....4-�r----- .--, ........... ELECTRICAL INSPECTOR R Check# � A � Commonwealth of Massachusetts Official Use Only Permit No. Department of Fire Services • a1 Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07j (leaveblank n APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC), 7 CMR 12.00 (PLEASE PRINT ININK OR TYPE ALL INFORMATION) Date: City or Town of. NORTH ANDOVER To the Ins ctof of Wires: By this application the undersigned gives I�ce of his or her iratP14-CIC n to perform the electrical work described below. Location(Street&Nu er Z `�p A/ _- Owner or Tenant Telephone No.?76F' -- 4e Owner's Address / Is this permit in conjunction with a buildi g permit? Yes No ❑ (Check Appropriate Box) Purpose of Building � Mow-e, Utility Authorization No. / - Existing Service Amps / Volts ! Overhead ❑ Undgrd❑ No.of Meters New Service aM Amps`c� 124tD Volts Overhead❑ Undgrd Ljj�No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of thefollowing table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Cell:Susp.(Paddle)bans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- El o mergency Lighting rnd. rnd. Battery Units 4 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 g Tons g No.of Waste Dis posers Heat Pump Number Tons KW No.of Self-Contained p Totals: " ' '" "'"" '" '"' Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No. of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Atiach additional detail if desired,or as required by the Inspector of Wires. 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 undersigned certifies that such cover s"in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ff BOND ❑ OTHER ❑ (Speci :) I certify, tinder the wins and penalties of perjury,that the informati n thi lication is true and complete. y� FIRM NAME: . f,S p ,@. C LIC.NO.:14�?C1 Y;. Licensee: l— Signat e LIC.NO.: (If applicable,enter exem t"in Jicennllmb i .) Bus.Tel.No.• .• Address: GP Alt.Tel.No.- *Per M.G.L c. 147,s.57-61,security work requires Department ofPublic afety"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 PERMIT FEE. $ Signature Telephone No. ❑ 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 filed s 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 1 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 invalid 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 0 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 purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or 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. ❑ Rule 8—Permit/Date Closed: ***Note:Reapply for new permit ❑ ❑Permit Extension Act—Permit/Date Closed: Trench Ins tion Pass Failed 0 Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: a 4 w Date: 11 - If- f5— SERVICE 1 - /S- /SSERVICE INSPECTION: Pass IM Failed Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: Date: t PARTIAL ROUGH INSPECTION: Pass Failed M Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: ROUGH INS CTION: Pass V Failed 0 Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: Date: I I / 7 ) FINAL INSPE TION: Pass Failed 0 Re-Inspection Required($.)❑ Inspectors Comments: 0 Inspectors Signature: Date: 2 - 2 - 14. DEB WEINHOLD ...TOWN OF MERRIMAC,MA. .......dweinhold@townofinerrimac.com aKIX The Commonwealth of Massachusetts _ F Department of Industrial Accidents M ;.m.. _`t 1 Congress Street,Suite 100 Boston,MA 02114-2017 ODM SJ.uI www mass.gov/dia Workers,Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PFp2&TTING AUTHORITY. Please Print Le 'bl A ' licant Information Name(Business/Or'gaiiization/Inchvidual): � ` �,;VXAu fie Address: C �ee Phone#: 9'?E kr( (O City/State/Zip: Are you an employer?Check the appropriate box: Type of project(vequired), em to ees full and/or part-time).* 7. ❑New'construction 10 I am a employer with P y 2.HTm'n a sole proprietor or partnership and have no employees working for me in 8. �Remo deliiig any capacity.[No workers'comp,insurance required.] 9. Demolition 3.E1 lam a homeowner doing all work myself[No workers'comp.insurance required.]' 10[]Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 11.❑Electrical airs or additions ensure that all contractors either have workers'compensation insurance or are sole rep ;r, , proprietors with no employees. 12�[]P�utnbing repairs or additions 5.❑T am a general confracto>and I have hired the sub-contractors listed on the attached sheet. 13.F1 Rbbf repa7YS These sub-contractors have employees and have workers'comp.insurance.T 14.0 Other 6.❑We are a corporation and its.officers have exercised their right of exemption per MGL c. 152,§1(4),and We have no employees:[No workers'comp.insurance required.] Any applicant that checks bok#1,must also fill out tha section below showing their workers'compensation policy information. t Homeowners who submit•this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such $Contractors that check this box must attached.an additional sheet showing the name of the sub-contractors and state the or not(hose entities have employees. If the sub contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurancefor my employees. Below is the policy and job site information. Insurance Company Name' Expiration Date' Policy#or Self-ins.Lie.#: �� Job Site Address: � City/State/Zip: Attach a copy of the workers, compensation policy declaration page(showing the policy number and e7cpiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 ell as civil penalties in the form of a STOP WORD ORDER and a fine of up to $250.00 a and/or one-year'imprisonment,as w ay be forwarded to the Office of Investigations of the DTA for insurance day against the violator.A copy of this statement m coverage verific11;�& . I do hereby cere the p san penalties of perjury that the information provided above is true and correct. Date: l S Si ature: Phone#: Official use only. Do not write in this area,to he completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Phone#: Contact Person: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is'defined as"an individual;partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver"or trustee of an individual,partnership,association or other legal entity,employing employees..However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment b6 deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency 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•whd has not produced-acceptable evidence of compliance with the insurance coverage xequxred." 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 may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill.out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel. #617-727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia OC MMONWEALTH OF MASSACHUSETTS o B()AF1D O� ELECTRICIANS �' 1 SSUES THE FOLLOWING I» CENSE AS:: REGISTEREDiz MASTER ELECTR;I Crl AN " h a JOI A! D CONNOR JR is W` 20 SHE ELC� RD ,•,ti �,,� TEk►KSBURY MA 01876- 367 t 44987 ;5370: A 0T/3:�/16' i� i i r- J&SCOA OP ID:JF CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/12/2015 -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Michaud,Rowe And Ruscak Ins. NAME: Jeff C.Manna P.O.Box 188 AICONN Ext):978 688 8829 ac No):978 557 2130 North Andover,MA 01845 EMAIL Lawrence R.Michaud,CIC ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Hanover Insurance Company 22292 INSURED J&S Connor Electric INSURER B: John Connor 20 Sheffield Rd INSURER C: Tewksbury,MA 01876 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !LTR TYPE OF INSURANCE ADDL S POLICY NUMBER MMIUDD/VWY POLICY MID ID/YYYY LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,00 DAMAGE TO CLAIMS-MADE F1 OCCUR OBN8859963-05 01/1512015 01/1512016 PREMISES Ea occurrence) $ 500,00 X Business Owners MED EXP(Any one person) $ PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,00 ❑PRO- POLICY ❑ POLICY JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per acadent $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A ` (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S If yyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ PROPERTY 5,62 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Electrical Contractors CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Offices Electrical Inspector AUTHORIZED REPRESENTATIVE'/f 120 Main St North Andover,MA 01845 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD � 1 AC-��0® DATE(MM/DD/YYYY) AC� CERTIFICATE OF LIABILITY INSURANCE 11/03/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ¢ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Jeffery Manna CDN INSURANCE BROKERAGE PIC,N o. ; (978)851-3436 FAX (AIC,No E-MAIL ADDRESS: jcjm@aol.com P.O.BOX 121 INSURERS AFFORDING COVERAGE NAIC# TEWKSBURY MA 01876 INSURER A: TRAVELERS INDEMNITY CO OF AMERICA 25666 INSURED INSURERB: CONNOR JOHN DBA J&S CONNOR ELECTRIC INSURER C: INSURER D: 20 SHEFFIELD RD INSURER E: TEWKSBURY MA 01876 INSURERF: COVERAGES CERTIFICATE NUMBER: 9807 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�TR TYPE OF INSURANCE ADDL SUBR POLICY 1=WVD POLICY NUMBER MM/DDI EFF POLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE F OCCUR DAMAGE TO RENTED PREMISES Ea $ occurrence MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 1 PRO JECT F-1LOCPRODUCTS-COMP/OP AGG $ OTHER: I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY Paccident) $ AUTOS AUTOS (Per HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X1 SPER TATUTE ETH AND EMPLOYERS'LIABILITY Y I N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBEREXCLUDED? I NIA N/A N/A 6HUB2E19142415 05/06/2015 05/06/2016 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 701,Additional Remarks Schedule,may be attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwdtworkers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 1600 Osgood St Bld 20 Suite 2035 AUTHORIZED REPRESENTATIVE 01�— North Andover MA 01845 Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Date../: ,..�........ �.. 11419 OF NORTI�,� TOWN OF NORTH ANDOVER to PERMIT FOR PLUMBING s`SACHUS� Thiscertifies that....................................................................................................................... has permission to perform................................... plumbing in the buildings of...... ....1...........................✓�r c€ ............................................... aat...................................................................................................... North Andover, Mass. FeeK.2�.:.f� Lic. No. ..................... ................................................................................. PLUMBING INSPECTOR Check# Date............... ........... Noprh TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION HU Thiscertifies that .................................................................................................................... has permission for gas installation ..,......................................................................... in the buildings of........7... ........................................................................................... at.................................................................................................. North Andover, Mass. Fee.//.'..()....... Lic. No. .......................... ..................................................................... GASINSPECTOR Check# 10222 MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM GAS FITTING WORK D . ...L. ..-!. ....._. - —.• CITY .... ��U�.. .._. ....._....! MA DATE PERMIT#._.. _. - JOBSITE ADDRESS `jDe,t ._PL., ...... OWNER'$NAME GOWNER ADDRESS, .".. ...... ...... . . ..�...�y TE4____ FAX ..... _ . .. TYPE OR OCCUPANCY TYPE COMMERCIAL EDUCATIONAL RESIDENTIAL PRINT CLEARLY NEW: RENOVATION: REPLACEMENT:( PLANS SUBMITTED: YESE] NO[] ' APPLIANCES Z FLOORS BSM 1 1 1 2 1 3 1 4 1 5 6 7 8 9 10 11 12 13 1 14 4i BOILER ( ._,..._,.»..; ,,.,.,,.., ? tl. . w, BOOSTER - CONVERSION BURNER = i _ j' COOK STOVE .._.. �I DIRECT VENT HEATER DRYER ........... ? ...... FIREPLACE FRYOLATORi i . FURNACE 1( »».., m GENERATOR -1.... . ..,.,... ,w.,.,, , GRILLE ? INFRARED HEATER ' ' LABORATORY COCKS -- , 1 , KEUP AIR UNIT OVEN -r-'. ? I ? I - F OL HEATER t . r._ ,lI... . „»� ...,» ..l (. I ROOM/SPACE HEATER ROOF TOP UNIT TEST _. . 'UNIT HEATER UNVENTED ROOM HEATER WATER HEATER i __ _ _ I r� ' . OTHER ::_,,b,..: _ _ - - - - •8vwueuunrnaenw:rauuur.wu.wwn+:.u�-;m+uouau:xa:waumsa++:w+s� „'.,,"„^„»Lu»:,..=,ill ,:_,:»::,�i ._ ;,? ,.,,1 ,,,'� _; _ _,,, i , 1 - - -INSURANCE COVERAGE I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 YESfO 0 1 IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAG Y CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY __..... OTHER TYPE INDEMNITY BOND E] OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER 0 AGENT [] SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in com ce withal ertin t provision Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER-GASFITTER NAME _ ft/ , F�5Frl1 LGc- � _ ; LICENSE# (l SIGNATURE MPa'MGF O.. JPE] JGF Q LPGI Q CORPORATION E]# PARTNERSHIP(j# LLC Q#= - COMPANY NAME:�pA,rJ„FG.S' lG�u7'c' �° / ADDRESS 6 A!V4/> Y,q,dh,�� CITY H�l ,��/G L STATE ZIP 1.....J "3 Z�TEL .._.�7.. ..__37 FAX CELL y,7/ 'EMAIL ,elROUGH GAS INECTIO NOTES THIS PAGE FOR INSPECTOR USE ONLY FINAL INSPECTIO OTES i0hoh�lj Yes No 40 THIS APPLICATION SERVES AS THE PERMIT ❑ ❑ FEE: $ PERMIT# PLAN REVIEW NOTES MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK W° CITY . Q U MA. DATE d. Lx .../. .... PERMIT# 1 IC JOBSITE ADDRESS '. _. v. ._. _U OWNER'S NAME ---__-----.moi _._...----------.--------____._I OWNER ADDRESS: TEL: FAX: ---- - TYPE OR OCCUPANCY TYPE: COMMERCIAL❑ EDUCATIONAL ❑ RESIDENTIAL�– PRINT CLEARLY NEW: NOVATION:❑ REPLACEMENT:❑ PLANS SUBMITTED: YES❑ NO❑ FIXUTRES Z FLOORS Bsmt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • BATHTUB ? CROSS CONN DEVICE DEDICATED SPECIAL WASTE SYS DEDICATED GAS/OIL/SAND SYS DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYS DEDICATED WATER REUSE SYS DISHWASHER / DRINKING FOUNTAIN FOOD WASTE GRINDER UNIT FLOOR/AREA DRAIN INTERCEPTOR INTERIOR KITCHEN SINK / LAVATORY ROOF DRAIN SHOWER STALL SERVICE/MOP SINK TOILET URINAL ' WASHING MACHINE CONNECTION WATER HEATER ALL TYPES WATER PIPING INSURANCE COVERAGE I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 YES Q NO ❑ If you have checked YES,please indicate the type of coverage by checking the appropriate box below. LIABILITY INSURANCE POLICY �-� OTHER TYPE INDEMNITY ❑ BOND ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER ❑ AGENT ❑ SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this ziz;�Z— provisio n of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER NAME: ,r/ /G� � LICENSE# COMPANY NAME: ADDRESS: CITY:L......_ ...... STATE: 0 ZIP: _.__. FAX: F TEL: CELL: I EMAIL: MASTER❑ JOURNEYMAN❑ CORPORATION ❑#0 PARTNERSHIP❑#� LLC❑# ROUGH PLUMBING INSPECTION NOTES BELOW FOR OFFICE USE ONLY FINAL INSPECTION NOTES Yes No THIS APPLICATION SERVES AS THE PERMIT ❑ ❑ FEE: $ PERMIT# �— PLAN REVIEW NOTES I I A ;w�'.-0MM0NWEAL7H OF MASSACHUSETTS a u :o . a Q HO Ra OF PLUMBERS' AND-'GASFITTERS. } ISSUES THE FOLLOW INGA,f`CENSE 1: LICENSED AS A MASTER PLUMBER DANIEL C ELSEMILL'ER 64 OLD YANKEE RD li AVEJ,� H;, RH.hLL M/} 01832 1067.. ! l l z$ , .o5 'o 1zo3954 R r 88 Date. i HORTN 1ti0 TOWN OF NORTH ANDOVER O PERMIT FOR MECHANICAL INSTALLATION .. m f A r • +0+..�°✓•nth �,SSACHUSEt t 1 This certifies that . . .. . . .�. . `?. . . .L) .p .� . has permission for mechanical installation . .�� ! C. . . . . . . . . . . . ... in the buildings of . .?. . . . . . {� at . . . . r . . . . . •+�. .� e:� .t .�. �. . . North Andover, Mass. 7 (Otj GASINSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer V I 'Ar -,t., I � mj1 i i Commonwealth of Massachusetts Sheet Metal Permit Date Permit# Estimated Job Cost: so 5 / � �"'(7 v Al�I Permit Fee: $ Plans Submitted: YES NO V,_ Plans Reviewed: YES NO Business License# Applicant License i Business Information: Property Owner/Job Location Information: i Name: ��►S �. Q �arl� s �t,�. Name: K A 0 ! I , 1 Street: SSSy b�- St City/Town: S a� ! Street: � City/Town: N oYt� ►r �w I Telephone: Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO Building Type: Residential: 1-2 family Multi-family Condo/Townhouses Commercial: Office Retail Industrial Educational Institutional Building Cubic Footage: under 35,000 cu. ft.' v"— over 35,000 cu. ft. Sheet metal work to be completed: New Work: Renovation: HVAC Metal Roofing Kitchen-Exhaust System Chimney/Vents Provide brief description of work to be done: Alt C-4 K , Sy �d -c7c iti+y r k- ce L� ��I C 5.2 +v �� e . INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes�No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy P111, Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box ,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Progress Inspections Date Comments Final Inspection Date Comments Type of License: By e ❑ Master Title ❑ Master-Restricted City/Town ourneyperson Signature of Licensee Permit# ❑Journeyperson-Restricted ' License Number: � 3 Fee$ ❑ Check at www.mass.gov/dpi Inspector Signature of Permit Approval ti Sheet Metal Commercial Guidelines/Life Safety/Critical Systems Inspection Checklist Yes No N/A, Set of stamped engineering documents and detailed description of mechanical system to be installed has been provided All workers performing sheet metal work onsite has valid Massachusetts sheet metal license All sheet-metal work being perforimed with proper journeyperson-to-apprentice ratios Fire dampers with access door properly installed and checked for operation Smoke and combination fire/smoke dampens with access doors properly installed- actuator checked for proper operation(May also be verified by fire department during fire alarm testing) Duct smoke detectors with access;doors properly located (May also be verified by fire department during fire alarm testing) Smoke/atrium exhaust systems installed and operation verified (May also be verified by fire department during fire alarm testing) Stair pressurization systems installed(where required)and operation verified(May also be verified by fire department during fire alarm testing) Grease/kitchen hood exhaust system installed with all seams and connections welded airtight with properly located cleanouts. Proper cle,?I`ances,fire rated enclosures and pressure testing required: , SFie::�iv yes,:aunt installer��rli x required'oil equipment and du,b;.a-, Duct penetrations in fi e' dtc ivali:3 and floors sealed Metal roofing systems installed watertight using proper materials and fasteners Flexible duct nuns installed 6'-0"maximum length Ductwork installed using proper hanger spacing,hanger stock,threaded rod and angle iron Ductwork/plenum connections sealed substantially airtight Ductwork insulated by means of external covering or internal lining Volume dampers installed for each supply air branch duct New/clean-properly sized filters installed(final inspection) Testing and Balancing report complete(final sign-ofd • N i t s Sheet Metal Residential Guidelines/Inspection Checklist Yes No N/A Detailed description and sketch of sheet metal system to be installed has been provided All workers performing sheet metal work onsite has valid Massachusetts sheet metal license All sheet metal work being performed with proper jonmeyperson-to- apprentice ratios Equipment sized per heating/cooling load calculations Duct work sized per manual"D"calculations Bath/shower rooms contain mechanical exhaust fan vented outdoors ^� Electric dryer exhaust properly installed maximum total run 35'-0", maximum flexible run 8'-0" Flexible duct runs installed 14'-0"maximum length 1 Volume dampers installed for each supply air branch duct 6/ Ductwork installed using proper gauges and hangers Ductwork/plenum connections sealed substantially airtight Ductwork insulated by means of external covering or internal lining New/clean-properly sized filter installed(final inspection) Testing and Balancing report complete(final sign-off) , The Commonwealth of Massachusetts M Department of IndustrialAceidents : =F 1 Congress Street, Suite 100 Boston,MA 02114-2017 "t www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information `` /J IInn Please Print Le ibl Name(Business/Organization/Individual): 6� Address: City/State/Zip: All^ D 1;)� Phone#: Are you an employer?Check the appropriate boi: Type of project(required): l.ffil—am a employer with 4, �_ employees(full and/or part-time).* 7. []New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 4.FJI am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 E]Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. t 12.❑Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 13.❑Roof repairs These sub-contractors have employees and have workers'comp.instirance.x i 14.[Kther C 6.F1 We are a corporation and its officers have exercised their right of exemption per MGL C. 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. fi Homeowners who submif this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is rovidin workers'compensation insurance or my emPloyees.'Below is the policy andjob site information. Insurance Company Name: L— 61 M "'- Policy#or Self-ins,Lie.#: W O U 1131 U d Expiration Date: 3 0/1 Job Site Address: 's City/State/Zip: /y 6yt '1Kr AAA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration dafe). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by 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.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 s and penalties of perjury that the information provided above is true and correct. Signature: Date: 1 J)it Phone#: 9-) e651 —4k4 0 Official use only. Do not write in this area,to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r t Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enferprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license orermit too operate a business or to construct p p ns r uct buildin sin the commonwealth for any Y 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 certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation'policy,please call the Department at the number listed below. Self-i'n'sured companies should'enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under Job Site Address the applicant should write all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia Load Short Form Job: W_ Date: Aug 13,2015 Entire House By: HEATING SERVICE Franks Heating Service 555 Woburn St,Tewksbury,MA 01876 Phone:978-851-4403 Fax:978-851-0398 For. 7 sutton hill place no andover ® - • • • Htg Clg Infiltration Outside db(°F) 1 88 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 69 13 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 28 28 HEATING EQUIPMENT COOLING EQUIPMENT Make American Standard Make American Standard Trade GOLD XI Trade AMERICAN STANDARD Model AUH1C100A9H41B* Cond 4A7A3048D1 AHRI ref 5722436 Coil 4TXCC0496C3 AH R I ref 3795036 Efficiency 95AFUE Efficiency 11.0 EER, 13 SEER Heating input 97000 Btuh Sensible cooling 37200 Btuh Heating output 92000 Btuh Latent cooling 9300 Btuh Temperature rise 54 OF Total cooling 46500 Btuh Actual air flow 1550 cfm Actual air flow 1550 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) kit 437 6522 4659 161 205 laulav 95 1615 918 40 40 fam 384 11490 4842 1 284 1 214 liv 182 3547 25 88 I 192 I 2674 ( 13204 4 I 66 I 1 ent 8 182 2253 63 din I ( 373(2196 I 83 I 97 bed2 141 3 89 1341 bath I100 I 1433 I 107 0 33 47 m bath 0 I 35 I 47 a 84 1702 190 42 8 ms I 228 I 4142 I 2995 I 102 I 132 a bed3 179 3850 2955( 1 I 2958 ( 2888 I 70 bed4 16 3 I 127 attic I 798 I 15562 I 5428 I 384 I 239 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. tiWPI1tSOft" 2015-Aug-1308:49:34 I g Right-Suite®Universal 201515.0.18 RSU10062 Page 1 ACCK ...vAc2Wrojecty sutton hill place no andover.rup calc=M,18 Front Door faces:N , Entire House d 3358 62754 35145 1550 1550 Other equip loads 5465 1030 Equip. @ 1.00 RSM 36174 Latent cooling 5025 TOTALS 3358 68219 41199 1550 1550 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .�` WI'I IItSOft 2015-Aug-1308:49:34 ^,r 9 Right-Suite®Universal 201515.0.18 RSU10062 Page 2 ...vAc2WrojedV sutton hill place no andover.rup Calc=MJ8 Front Door faces:N i COMMONWEALTH OF MASSACHUSETTS ® • ® ° • Ig EPA13 E SHEET METAL WORKERS ISSUES THE FOLLOWING LICENSE A$ JOURNEYPERSON ;UNREST �I CT1=D F a TIMOTHY R PALMEF: � 112 LOWEt't 'AVE NAVERHILL MA 01832-371 37 3 1 09/28116..:, 326259 r 4 N Level 1 50 din 111 cfm 111 cfm 142 cfm laulav IN qk it T T to -)OA l 0 �Y : 1 5 cfm fa 16 cfm 158 cfm 1284 cfm li di ent 142 cfm 104 cfm �,�X 99 cfm -66 cfm Job M Franks Heating Service Scale: 1/4" Performed for: Page 1 7 sutton hill place no andover "`Woburn 01 Righ;0.188 RSU�0062 rsal 015 Tewksbury, MA 01876 Phone: 978-8514403 Fax: 978-851-0398 2015-Oct-16 09:0607 sutton hill place no andoverrup p� v N level 2 97 cfm S 47 cfm S 47 cfm 42 cfm bed2 bath m bath wic 00 19 . efffi - 259 cfm hall 139 cfm mas bed3 bed4 ®� 130 cfm ® 132 cfm L..7 ®� 127 cfm Job#: FScale: 1/4" Franks Heating Service Performed for: Page 2 555 Woburn St Righ 7 sullon hill place no andover 01876 15it18 015 Tewksbury, MA 01RSU10062 Phone: 978-851-4403 Fax: 978-851-0398 2015-Oct 16 and7 o ...sutton hill place no andover rup rrt, f N level 3 96 cfm ' 96 cf attic v . `y 9 cfm 38 cfm 6 cfm y Job#: Franks Heating Service Scale: = 1'0 g Performed for: Page 3 555 Woburn St Right-Suite®Universal 2015 7 sutton hill place no andover Tewksbury, MA 01876 15.0.18 RSU10062 Phone: 978-8514403 Fax: 978-851-0398 2015-Oct-16 09:06:07 suthn hill place no andoverrup Hub International New England To:dk coir Franks Heating For Town of North Andove (19786889542) 14:10 10/27/15 GHT-04 Pg 3-3 Client#: 53676 HILLISFRAN2 ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY)10/27/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Certificate Desk HUB International New England PHONE Ext:978 657-5100 AAC No: 866-475-7959 299 Ballardvale St E-MAIL nee.certificates@hubinternational.com ADDRESS: Wilmington,MA 01887 INSURER(S)AFFORDING COVERAGE NAIC A 978 657-5100 INSURER A:Liberty Mutual Insurance Co INSURED Hillis Corp INSURER B:Atlantic Charter INSURER C DBA Frank's Heating Service 555 Woburn St INSURER D: INSURER E: Tewksbury, MA 01876 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDDIYYYY MM/DD/YYY A GENERAL LIABILITY X X BKS55555637 1!01!2015 01/01/2016 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $300OOO CLAIMS-MADE 5XI OCCUR MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X JE O LOC $ A AUTOMOBILE LIABILITY X X BA1656678207 1101/2015 01/01/201 Ea aBcid.n')SINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident A X UMBRELLA LIAR X OCCUR X X US055555637 1101/2015 01/011201C EACH OCCURRENCE s3,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s3,000,000 DED I X RETENTION$10000 $ B WORKERS COMPENSATION WC100113102(MA) 6130/2015 06/30/201 X WCTORSTATU- OTH- ANDEMPLOYERS'LIABILITY YIN Y IMtTS ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFPCER/MEMBER EXCLUDED? N N/A WCA00520207(NH) 613012015 06/3012016 E.L.EACH ACCIDENT $500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEEI$500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 Osgood Street ACCORDANCE WITH THE POLICY PROVISIONS. Building 20 Suite 2035 North Andover, MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1486152/M1408208 DKO04 BUILDING PERMIT NORTH cF TOWN OF NORTH ANDOVER 02 APPLICATION FOR PLAN EXAMINATION If - . 7 F , * Permit No#: Date Received o � "Arco SSgCHus�� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION PT r Print PROPERTY OWNER 19014 ty r�1'/1-n 6 /}N ✓�� ' l Print _ 100 Year Structure yes no MAP 60 PARCEL: . e)�V ZONING DISTRICT: 3 Historic District yes o C---- Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building A.One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Se tt •'`� 1 -, Flood14`p a y etl"`d's ' '�, #e she`` � `tri e y Ra DESCRIPTION OF WORK TO BE PERFORMED: X $ Cad ®r��11L ul /I a y �=�t rn� eek I Identification- Please Type or Print Clearly OWNER: Name: ry�/+ , Gv� f��,�t Phone:6t 7 gALr,�L/Y7 Address: , �'D Contractor Name: J49 F sqh'Z41� �� Phone: Email: RF u cgs I Address: /o Q l3tCOA/)wAy fiRtl l{l fnl? o d S.3o \ Supervisor's Construction License: 0 1 q2 q0 Exp. Date: Home Improvement License: Exp. Date: ARCH ITECT/ENGINEER ,� 1'✓ (� �1�� Phone:_9 Address: Pa. ENyN3LV , / -��'9i I.SJy /W Reg. No. �33 9q� FEE SCHEDULE.BOLDING PERMIT.•$11.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$115.00 PER S.F. Total Project Cost: -)fUO� FEE: $__ Check No.: Receipt No.: eoe NOTE: Persons contracting with unregistered contractors do not have acce o the guaran ,Ci11d , tt "' 16=% Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanaing/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 � I INTERDEPARTMENTAL SIGN OFF - U FORM /PLANNING & DEVELOPMENT Reviewed On o�(o /,� Signature COMMENTS i V//C' Reviewed on 3A 1 Signature L 1�� COMMENTS T-O HEALTH Reviewed on Signature COMMENTS o Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments � l Conservation Decision: -Comments Water& Sewer Connection/Si natur e / Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DE P1MENT¢ Tern Du 'sterfori site e`s '� ' - . � P � � -. Ty wino Lol°ated at1a24Main�St�eet, Y Fire.Department, g a W date f,X. ,� 4s} '..J •->. � ? i.1. ♦tib � t a1#r.( }, '`..}.. ,�n'w � r' Dimension 12— Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: I ELECTRICAL Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) CL i °J�z� . V Ur UVn { f ® Notified for pickup Call Email Date Time Contact Name i Doc.Building Permit Revised 2014 ' I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products ISIOTIE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New ConstructionSin le and Two Family) � g Y) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code ' Engineering Affidavits for Engineered products TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit all cases if a variance or special permit was required the Town Clerics office must stamp the decision from the Board of Appeals t the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording 't be submitted with the building application 1 9oc:Building Permit Revised 2111 A J Location No. 2 Date i . - TOWN OF NORTH ANDOVER . Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee $ • �xF n TOTAL d Check# 2 9 2 8 1 /Building Inspector i Ge No°TNA 0 z v `r 'tib'°+,,.°•••4�9 SSACHU' CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 262-2016 on 8/27/2015 Date: February 2, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 7 Sutton Place MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: William Pula 7 Sutton Place North Andover, MA 01845 Buildin Inspector Fee: Prepaid$10.0.00 Receipt: 29281 Check : 1700 i as yxonrM�� i J� h f X73 ACNUSft CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 262-2016 on 8/27/2015 Date: February 2, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 7 Sutton Place MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: William Pula 7 Sutton Place North Andover, MA 01845 Buildin Inspector _ Fee: PrePaid $100.00 Receipt: 29281 Check : 1700 w i NORTH o n over Town o No. 216 Zo h ver, Mass,LAKI . COCHICORWICK y� 7d Aoj ATEO I ,�5 s U BOARD OF HEALTH PER IT T LD M, _ o Kitcheffi SA A,-10/_ � THIS CERTIFIES THAT .......................`. . ........... .. . .............................................................. w Bt�LDING INSPECTORr has permission to erect .......................... buildings ' ..:.. .:........:..... .y ....................................... �� F t..an -" to be occupied as ......t...I.... ........ ........ Chimney . ........................................................ .provided that the person accepting this permit shall in every respect conform to the terms of the application anal ` r� on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR— ough VIOLATION of the Zoning or Building Regulations Voids this'Permit. Fina r F,+ oil[11[° � PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION?STARTS� 9� fL 11 ' G ervic ....................�.. :........................................................ -Tinal BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected.and Approved by the Building Inspector. Burner Street No, Smoke Det. J � � �"/ s Noerh q O �S+.ED /6Y�O a o� . c APPLICATION FOR CERTIFICATE OF OCCIJPANCYANSPECTION *' 'j' OHS •� ��s RA7[D pa'i,�5 BUILDINGPERMIT# SACHU`-+ � ADDRESS/LOCATION OF PROPERTY:— P Ma �0 Parcel Lot Number T SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: I 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 REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNA Permit Issued to: L- Address: � (�` S/� ONI7—,Y"1'- 7Y70&&, ROUTING TOWN ENGINEER, SITE PLA —DRIVE-WAY REVIEW- C� CONSERVATION I� PLANNING V �(I A P�(vNN�►l l�y�i4� DPW-WATER METER SEWER,CONNECTION L7 DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW t ) It, SIGNATUPE File:Application for OC form revised Jan 2007/2011 Registry ID: 569354565 - ��J��%� Rating Number: ABA6216 owe Certified Energy Rater: Dan Clark Rating Date: 1/29/2016 7 Sutton Place Rating Ordered For: RKACO,LLC N.Andover,MA 01845 Estimated Annual Energy Cost 66 Confirmed 5 Stars Plus Use MMBtu cost Percent Confirmed Heating 81.2 $3067 58% 0 0% Hot Water 18.9 Uniform Energy Rating System Energy Efficient Cooling 0 $6$$ 13% 0 1 Star 1 Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 18.8 $1541 29% 500-401 400-301 300-251 250-201 1 200-151 150-101 100-91 90-86 85-71 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index: 552 Service Charges $0 0% General Information Total 133.7 $5299 100% Conditioned Area: 3401 sq.ft. HouseType: Single-family detached Conditioned Volume: 29512 cubic ft. Foundation: Unconditioned basement Bedrooms: 5 This home meets or exceeds the minimum Mechanical Systems Features criteria for all of the following: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Propane,95.OAFUE. 2012 IECC Duct Leakage Requirement" Water Heating: Instant water heater, Propane,0.99 EF,0.0 Gal. 2012 IECC Requirement-Infiltration <3ACH50' 2012 IECC Whole House Ventilation Requirement' Duct Leakage to Outside: 64.00 CFM25. MA Base Code HERS Rating Performance requirement' Ventilation System: Exhaust Only: 109 cfm,7.8 watts. Programmable Thermostat: Heating:Yes Cooling:Yes Building Shell Features Ceiling Flat: R-42.0 Slab: None - Sealed Attic: NA Exposed Floor: R-30.0 *Compliance with criteria for this program is Vaulted Ceiling: R-37.9 Window Type: U-Value:0.300,SHGC:0.250 determined by the rater. Above Grade Walls: R-21.0 Infiltration Rate: Htg: 1278 Clg: 1278 CFM50 Foundation Walls: R-0.0 Method: Blower door test Lights and Appliance Features Dan Clark-HERS Rater Percent Interior Lighting: 83.00 Range/Oven Fuel: Propane Advanced Building Analysis LLC Percent Garage Lighting: 100.00 Clothes Dryer Fuel: Electric 2 Woodlawn St Refrigerator(kWh/yr): 691.00 Clothes Dryer EF: 3.01 Amesbury,MA 01913 Dishwasher(kWh/yr): 270.00 Ceiling Fan(cfm/Watt): 0.00 Phone#-978-836-1416 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax#-97;8V356 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. Certified Energy Rater 2012 IECC Certificate 7 Sutton Place,N.Andover,MA01845 Bwlding Envelope Insulatlon��y �-�M�� ^�'KT ,. Ceiling: R-42.0 Above Grade Walls: R-21.0 Foundation Walls: R-0.0 Exposed Floor: R-30.0 Slab: None Infiltration: Htg: 1278 Clg: 1278 CFM50 i Duct: R-8.0 Total Duct Leakage: 135.00 CFM @ 25 Pascals W ndow Data ` ;* Il Factor, Window: 0.300 0.250 i Mecha`n ci al Equipment �� ` � �� `�' HEAT: Fuel-fired airdistribution, Propane,95.OAFUE. COOL: N/A DHW: Instant water heater, Propane,0.99 EF,0.0 Gal. Builtler or De g Profe ional Signature REANRate-Residential Energy AnaVs and Rating Software v14.6.1 %i Itdvsrx ed Building hnalysis ' Ventilation Verification Form 2012 IECC Compliance Client Information Building Information Name: RKACo Address: 7 Sutton Place Address: 1 501 Main Street, Unit 47 City, State: N. Andover, MA City, State: Tewksbury, MA 01876 Test Date 1/28/2016 Phone: 978-360-0580 Test Time E-mail: raaco0'=n cast.net Point of Construction O Rough X Final Measured Efficacy Measured High Type Make Model (cfm/watt) Continuous Speed System 1exhaust Panasonic FV05-11vk1 14.8 53 84 System 2 exhaust Panasonic FV05-11vk1 14.8 56 88 System 3 Floors Design # Above Basis* Design Measured CFA Bedrooms Grade (circle one) Rate Rate 34011 511 1081 109 *See Below for MA Amendment Design Basis Option Design Basis 1. this home is Certified as meeting current ENERGY STAR requirements or 2. ASHRAE 62.2-2013 or 3. the following formula for one-and two-family dwellings and townhouses of three or less stades above grade plane: Q=.03xCFA+7.5x(Nb,+l)-0.052xQ50xSxWSF I certify that this test was performed in Compliance with applicable standards 1/28/2016 Tester's Signature Date HERS Rater Na Dan Clark Rater ID# 3704635 HERS Rater Company: Advanced Building Analysis LLC HERS Rater Provider: Energy Raters of Massachusetts Ac}vancecl BuelcYing Ana�ySis Third Party Infiltration Testing for MA 2012 IECC Client Name RKACo Street Address of tested home 7 Sutton Place City town of tested home N. Andover, MA Name of testing company Advanced Building Analysis LLC Name of testing individual Dan Clark Identification # of testing individual 3704635 Test Date 1/28/2016 �I Type of Home (SF, MF, Townhouse, etc.) SF Type of Test (guarded unguarded, single- multi-point) single point Volume within Thermal Envelope i29512_ Test Fan Make and Model Manometer make and model Equipment Minneapolis BD3 Energy Conservatory DG700 Calibration check date 1 1.1 3.15 Test conditions Test results 4 indoor temp " 71 1 LO Baseline outdoor temp O House pressure temperature correction factor jd j Ring Installed CFM50 Z ACH50 1 2 3 499 5 Range Testing Conditions: -all Pa `J• � Pa --0 3.3 Pa Pa -1' Pa 2 � Pa Time Interval Used 1 Seconds Accuracy Level _V/Standard reduced not eligible for testing I certify that thi est wa=rmedin Compliance with applicable standards 1/28/2016 Tester's Sig ure Date HERS Rater Name: Dan Clark Rater ID# 3704635 HERS Rater Company: Advanced Building Analysis LLC HERS Rater Provider: Energy Raters of Massachusetts i ti A& .,. d anceci Duitrtin$ Y's Anal is Third Party Performance Testing Summary for MA 2012 IECC Client Name RKACo Street Address of tested home 7 Sutton Place City town of tested home N. Andover, MA County of tested home Essex Name of testing company Advanced Building Analysis LLC Name of testing individual Dan Clark Identification # of testing individual 3704635 Test Date 1/28/2016 Type of Home (SF, MF, Townhouse, etc.) SF Number of bedrooms 5 Number of conditioned floors above grade 3 Conditioned floor area 3401 Volume within Thermal Envelope 2951 2 Number of Duct Systems (heating and/or cooling) 1 Number of Category 1 Combustion Appliances 0 Test Type Meets IECC LIMITS Notes Infiltration OYES ONO O N/A Duct Leakage OYES ONO O N/A Ventilation OYES ONO O N/A Combustion OYES ONO O N/A Detailed results of the applicable tests should be attached to this summary page r -------- -------- Advanced BtuldieAnalysis . . Duct Leakage Test Form for 2012 IECC Compliance Client Information Building Information Name: RKACo Address: 7 Sutton Place Address: 1501 Main Street, Unit 47 City, State Zip: N. Andover, MA City, State Zip: Tewksbury, MA 01876 Test Date 1/28/2016 Phone: 978-360-0580 Test Time T3& E-mail: rfaco@comcast.net Point of Construction O Rough X Final Are ALL ducts within the Thermal Boundary?*** O Yes O No System #1 System#2 Location Basement-whole house Location Approx. Floor Area Served 3401: Approx..Floor Area Served CFM Leakage at 25 pa 1 35 CFM Leakage at 25 pa Approx % leakage for single system* Approx % leakage for single system* System#3 System#4 Location Location Approx. Floor Area Served Approx. Floor Area Served CFM Leakage at 25 pa CFM Leakage at 25 pa Approx% leakage for single system* Approx% leakage for single system* System #5 Combined Results Location Total Conditioned floor area 3401 Sq. Ft. Approx. Floor Area Served Leakage limit O 3% X 4% CFM Leakage at 25 pa Leakage limit 102.0 136.0 cfm@25 Approx % leakage for single system* Combined Leakage** cfm@25 Meets 2012 IECC Limits Xyes 0 No *Approximations for single systems are for diagnostic use only. **Total combined duct leakage is required for 2012 IEEC Compliance. ***Testing is not required when all ducts are within the Thermal Boundary. I certify that this test was performed in Compliance with applicable standards Q/ 1/28/2016 Tester's SignZze: Date HERS Rater Dan Clark Rater ID# 3704635 HERS Rater Company: Advanced Building Analysis LLC HERS Rater Provider: Energy Raters of Massachusetts 6elina5 5hdural �ngineerinq LLC Phone 978.465.6436 Daniel L. Gelinas, P.E. Fax Line 978.465.5160 579A North End Blvd. Salisbury, MA 01952-1738 email danlgelinas@comcast.net Date v � RKACO LLC Attn: Russ Ahern 1501 Main St Unit 47 Tewksbury, MA 01876 TO: Russ Ahern I RE: Framing, 217 Sutton Place,North Andover Ma/-7 5 L'A"i Thank you for the opportunity to work with you on this project. Per your request Gelinas Structural Engineering LLC [Gelinas or GSE] visited the site twice recently to observe the framing It is Gelinas's opinion the recently modified framing meets the intent of the Gelinas Structural drawings and the structural requirements of the IRC 2009 as amended by the Massachusetts Residential Code 81h Edition Addendum Very Truly Yours, � o qC" `• DA,NIEL L. (s GEL..i(!AS t �- <: c� STRUCTURAL � a No. 33994 Daniel L. Gelinas, P.E. v_Invoice_15217.doc i v Q So. 0 h�V TOP FND. n N8'4J o =298.9 = 49 8' b 2 Z o z o LOT 13 A z 25,850 S.F. % 92 0' �O L=35.62' R=105.00'` o0 I N o co r % L9 62°15' 5"W 139.00 S 5 SUTTON HILL ROAD P:\1 5\1 5-28\DWG\CERT.DWG I HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD SURVEY, CONFORMS TO THE ZONING BYLAW OF THE TOWN OF NOR AV AND THAT IT IS NOT LOCATED IN A FLOOD PLAIN. . -- --------- — ---- REG. PROF. LAND SURVEYOR CERTIFICATION PLAN "OF b14 r 7 SUTTON PLACE ��° PETER 9cyG� NORTH ANDOVER, MASS. andover o D Prepared for con SU I to n tS �, No D I co RKACO, LLC inc. 90� » FS ��LS AN SCALE: 1 =40 DATE: 9/28/15 1 East River Place, Methuen, Mass. s'o so Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 447,000.00 m $ - $ 5,364.00 Plumbing Fee $ 670.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 670.50 Total fees collected $ 6,805.00 7 Sutton Place 262-2016 on 8/31/15 Single Family Home Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 447,000.00 $ 5,364.00 Plumbing Fee $ 670.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 670.50 Total fees collected $ 6,805.00 SUTTON PLACE 7 f NORTH Town of EAndover h ver, Mass, A- Sl 04 COC NIC Ntwmw y1. J�A�fOATED S U BOARD OF HEALTH Food/Kitchen PERMIT LD Septic System BUILDING INSPECTOR THIS CERTIFIES THAT /�... U `. . .. Foundation has permission to erect .......................... buildings on .., ......................................................................... Rough s7/ -'e X, to be occupied as .... C �/..�.. J ...... ...... .................... .. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and - PLUMBING INSPECTORConstruction of Buildings in the Town of North Andover. Rough VIOLATION of the Zoning or Building Regulations.Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU CTIO TARTS Rough Service . .. ...................................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. REScheck Software Version 4.6.2 Compliance Certificate Project Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,512 ft2 Glazing Area 19% Climate Zone: 5 (6322 HDD) - Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7 Sutton Hill Rd Russell Ahern North Andover, MA 01845 RKACO Compliance: 3.2%Better Than Code Maximum UA: 279 Your UA: 270 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,064 49.0 0.0 0.026 28 Ceiling 2: Cathedral Ceiling 460 49.0 0.0 0.022 10 Wall 1: Wood Frame, 16" o.c. 1,889 21.0 0.0 0.057 87 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 285 0.300 86 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.290 3 Door 1: Glass 35 0.280 10 Door 2: Glass 35 0.300 11 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,064 30.0 0.0 0.033 35 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 08/12/15 Data filename: D:\Documents\REScheck\RKACO 7 Sutton Hill Rd. North Andover MA.rck Page 1 of 8 l Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-029340 i RUSSELL F AHE*q 639 EAST BROADWAY Haverhill MA 01930 ,} , 4, t „TA�` Expiration '. 02/27/2016 commissioner I 9 ` ®Boise Cascade Single 2 x 10 SPF #2 Rafter1R01 Dry 1 span I No cantilevers 14/12 slope August 24, 2015 11:15:40 BC CALCO Design Report 16 OCS I Non-Repetitive Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1RO1 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: 4 12 I � 1 sir i : i i i . � i i . . . � : i •r s � r i i d nX J ,14-00-00 y I C BO 1 Total Horizontal Product Length=14-0 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow _ BO,2-1/2" 11810 467/0 B1, 2-1/2" 118/0 467/0 !�(1M 11 pi, Live S Load Summary Tag Description Load Type Ref. Start End 100% au i° 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 14-00-00 13 50 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos: Moment 1,962 ft-lbs 99.4% 115% 4 06-11-03 be verified by anyone who would rely on End Shear 567 lbs 39.5% 115% 4 00-02-08 output as evidence of suitability for Total Load Defl. U326(0.532") 55.2% n/a 4 06-11-03 particular application.Output here based Live Load Defl. L/408(0.425") 58.8% n/a 5 06-11-03 on building de-ad design properties ann d analysis methods. Max Defl. 0.532" 53.2% n/a 4 06-11-03 Installation of BOISE engineered wood Span/Depth 17.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material (8 ask questions,please call (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 1-1/2" 585lbs n/a 36.7% Unspecified B1 Wall/Plate 2-1/2"x1-1/2" 585lbs n/a 36.7% Unspecified BCCALC@,BCFRAMER@,AJST"' ALLJOIST@,BC RIM BOARD-,BCI@, Horiz.Length Product Length BOISE GLULAMT"' SIMPLE FRAMING Slope and Cut Length Slope Fascia Depth SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM@, Plumb Cut with Hanger to dbl.top plate 4/12 9-3/4" 14-00-00 - 15-00-03 VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(0180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(I")Maximum total load deflection criteria. ,IVA OF A� Calculations assume Member is Fully Braced. ,r1 Design based on Dry Service Condition. Oti The analysis of solid sawn wood members is in accordance with the NDS and is limited to the DANIEL L. output shown above. All other support and design for these products, including but not GELINAS limited to notching,connections, installation, and engineer/architect certification is the STRUCTURAL responsibility of the project's design professional of record. No.33994 Deflections less than 1/8"were ignored in the results. fONA I Page 1 of 1 i ti Boise Cascade Single 2 x 10 SPF #2 Rafter1RO1 Dry 1 span I No cantilevers 14/12 slope August 24, 2015 11:15:40 BC CALCO Design Report 16 OCS Non-Repetitive Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1R01 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip:North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: 1__14 12 i I J 14-00-00 1 B B1 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,2-1/2" 118/0 467/0 B1, 2-1/2" 118/0 467/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 14-00-00 13 50 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos: Moment 1,962 ft-lbs 99.4% 115% 4 06-11-03 be verified by anyone who would rely on End Shear 567 lbs 39.5% 115% 400-02-08 output as evidence of suitability for Total Load Defl. U326(0.532") 55.2% n/a 4 06-11-03 particular application.Output here based Live Load Defl. L/408(0.425") 58.8% n/a 5 06-11-03 on building code-accepted design properties and analysis methods. ! Max Defl. 0.532" 53.2% n/a 4 06-11-03 Installation of BOISE engineered wood Span/Depth 17.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide i Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call(800)232-0788 before installation. BO Wall/Plate 2-1/2"x 1-1/2" 585 lbs n/a 36.7% Unspecified 61 Wall/Plate 2-1/2"x 1-1/2" 585 lbs n/a 36.7% Unspecified BC CALCO,BC FRAMER®,AJS- j ALLJOISTO,BC RIM BOARD-,BCI®, Horiz.Length Product Length BOISE GLULAM"'" SIMPLE FRAMING Slope and Cut Length Slope Fascia Depth SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM®, Plumb_Cut with Hanger to dbl.top plate 4/12 9-3/4" 14-00-00 , 15-00-03 VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. IN OF Calculations assume Member is Fully Braced. y� Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the DANIEL L. output shown above. All other support and design for these products, including but not GEL►NAS limited to notching, connections, installation, and engineer/architect certification is the STRUCTURAL responsibility of the project's design professional of record. Nn.33994 Deflections less than 1/8"were ignored in the results. iONA Page 1 of 1 ®Boise Cascade Single 2 x 10 SPF #2 Rafter1R02 Dry 1 span I No cantilevers 4/12 slope August 24, 2015 11:16:33 BC CALCO Design Report 16 OCS I Non-Repetitive Build 4137 File Name: BC CALC Project 15217-2 E Job Name: Sutton Place Description: Designs\R02 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: 1__14 12 � I Usii BO 12-00-00 61 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" 101 /0 401 /0 B1, 2-1/2" 101 /0 401 /0 Live Dead Snow Wind Roof Live OCs Load Summary Tan Description Load Type Ref. Start End 100% 115/0 900/0 0 160/0 125%0 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 12-00-00 13 50 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,431 ft-lbs 72.5% 115% 4 05-11-13 be verified by anyone who would rely on End Shear 484 lbs 33.7% 115% 4 00-02-08 output as evidence of suitability for Total Load Defl. L/523(0.283") 34.4% n/a 4 05-11-13 particular application.Output here based Live Load Defl. L/655(0.226") 36.6% n/a 5 05-11-13 on building code-accepted design properties and analysis methods. Max Defl. 0.283" 28.3% n/a 4 05-11-13 installation of BOISE engineered wood Span/Depth 15.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 1-1/2" 502 lbs n/a -31.5% Unspecified B1 Wall/Plate 2-1/2"x 1-1/2" 502 lbs n/a 31.5% Unspecified BC CALCS,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD-,BCI®, Horiz.Length Product Length BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Slope and Cut Length Slope Fascia Depth PLUS@,VERSA-RIM@, Plumb Cut with Hanger to dbl.top plate 4/12 9-3/4" 12-00-00 12-10-14 VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. 'tH OF M,qs Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. DANIEL L. Gcs� Design based on Dry Service Condition. DANIEL P The analysis of solid sawn wood members is in accordance with the NDS and is limited to the o GELINSTRUCTURAL cri output shown above. All other support and design for these products, including but not No.3TUR limited to notching, connections, installation, and engineer/architect certification is the 3994 responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. AL Page 1 of 1 ®Boise Cascade Double 2 x 10 SPF #2 �,V A '' RafterlRO3 Dry 1 span I No cantilevers 4/12 slope t) 01 G` August 24, 2015 11:16:57 BC CALC@ Design Report 20 OCS Non-Repetitive Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs\R03 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: 21 124 • ��q�-1 OF = DANIEL L. r,ELINAS T U T R L 4, BO OIdA� B1 Total Horizontal Product Length=15-00-00 Reaction Summary(Down/Uplift) (lbs) 4 BearingLive Dead Snow WinZB d oof Live BO, 2-1/2" 158/0 626/0 B1, 2-1/2" 158/0 626/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 15-00-00 13 50 20 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,823 ft-lbs 71.5% 115% 4 07-06-10 be verified by anyone who would rely on End Shear 761 lbs 26.5% 115% 4 00-02-08 output-as evidence of suitability for Total Load Defl. U422(0.441") 42.7% n/a 4 07-06-10 particular application.Output here based a on building code-accepted design Live Load Defl. L/529(0.352 ) 45.4% n/a 5 07-06-10 properties and analysis methods. Max Defl. 0.441" 44.1% n/a 4 07-06-10 Installation of BOISE engineered wood Span/Depth 19.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 3" 784 lbs n/a 24.6% Unspecified B1 Wall/Plate 2-1/2"x 3" 784 lbs n/a 24.6% Unspecified BC CALC®,BC FRAMER®,AJSTM ALLJOIST),BC RIM BOARD-,BCI®, BOISE GLULAMTA9 SIMPLE FRAMING Horiz.Length Product Length SYSTEM®,VERSA-LAM),VERSA-RIM Slope and Cut Length Slope Fascia Depth PLUS®,VERSA-RIM), Plumb Cut with Hanger to dbl.top plate 4/12 9-3/4" 15-00-00 16-00-13 VERSA-STRAND),VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. ] The analysis of solid sawn wood members is in accordance with the NDS and is limited to the-- t output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. / UU It 01 Page 1 of 1 '. BolseCascade Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam11341 Dry 1 span No cantilevers 10/12 slope August 24, 2015 11:18:55 BC CALC@ Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B41 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State,Zip:North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: BO 11-00-00 B1 Total Horizontal Product Length=11-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 845/0 3,300/0 B1, 3-1/2" 845/0 3,300/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 11-00-00 12 50 12-00-00 Controls Summary, Value %Allowable Duration Case Location Pos. Moment 10,469 ft-lbs 65.2% 115% 1 05-06-00 End Shear 3,329 lbs 45.8% 115% 1 01-01-00 Total Load Defl. L/302(0.419") 79.4% n/a 1 05-06-00 Live Load Defl. 0379(0.333") 94.9% n/a 2 05-06-00 Max Defl. 0.419" 41.9% n/a 1 05-06-00 Span/Depth 13.3 n/a A/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-112"x 3-112" 4,145 lbs n/a 45.1% Unspecified B1 Post 3-1/2"x 3-1/2" 4,145 lbs n/a 45.1% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. -�H OF Design meets arbitrary(1")Maximum total load deflection criteria. q y Calculations assume Member is Fully Braced. �'S� cG Design based on Dry Service Condition. DANIEL L, N Deflections less than 1/8"were ignored in the results. O GELINAS U STRUCTURAL No.33994 Page 1 of 2 I ®Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Be=1641 Dry 1 span No cantilevers 10/12 slope August 24,2015 11:18:55 BC CALC@ Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B41 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 5-1/2 (800)232-0788 before Installation. b minimum =3" d =24" BC CALCO,BC FRAMER@,AJS'TM Member has no side loads. ALLJOIST@,BC RIM BOARD",BCI®, Connectors are: 16d Sinker Nails BOISE GLULAM1m,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Vk OF 01 DANIEL L. G� GELINAS v STRUCTURAL No.33994 ON ®Boise cascade Double 1-3/4" x 9-112" VERSA-LAM@ 2.0 3100 SP Floor Beam1B42 Dry 1 span No cantilevers 10/12 slope August 24, 2015 11:23:49 BC CALC@ Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B42 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: 11 IN I I Bo 12-00-00 131 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 579/0 2,093/0 B1, 3-1/2" 508/0 1,807/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 12-00-00 12 50 01-00-00 2 B41 Conc. Pt.(Ibs) L 05-06-00 05-06-00 827 3,300 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 13,003 ft-lbs 81% 115% 1 05-06-00 End Shear 2,594 lbs 35.7% 115% 1 01-01-00 Total Load Defl. U272(0.509") 88.3% n/a 1 05-10-01 Live Load Defl. U345(0.401") 104.4% n/a 2 05-10-01 Max Defl. 0.509" 50.9% n/a 1 05-10-01 Span/Depth 14.6 n/a h/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x M Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,672 lbs n/a 29.1% Unspecified B1 Post 3-1/2"x 3-1/2" 2,315 lbs n/a 25.2% Unspecified Cautions 10 OF d Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. Notes DANIEL L. Design meets Code minimum(U240)Total load deflection criteria. O GELINAS Design meets arbitrary(1")Maximum total load deflection criteria. U STRUCTURAL Calculations assume Member is Fully Braced. No.33894 Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. sS�pN User Notes OK for small deflection overage-Dan LG f Page 1 of 2 i®Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1B42 8C CALC®Design Report Dry 1 span No cantilevers 10/12 slope August 24, 201511:23:49 Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B42 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►{b d be verleteness and ified by anyone who accuracy must would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 5-1/2" (800)232-0788 before installation. b minimum=3" d =24" BC CALCO,BC FRAMER@,AJS- Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOISTO,BC RIM BOARD-,BCI@, point loads, please consult a technical representative or professional of Record. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@),VERSA-RIM Connectors are: 16d Sinker Nails PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. OF DANIEL L. Gym GELINAS v STRUCTURAL N No.33994 SS►ON f l ®Boise Cascade Double 1-3/4" x 9-112" VERSA-LAM@ 2.0 3100 SP Floor Be=11321 Dry 1 span No cantilevers 10/12 slope August 24, 201511:57:03 BC CALC@ Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs\B21 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: 108-06-00 BO B1 Total Horizontal Product Length=08-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 4,165/0 1,571 /0 B1, 3-1/2" 4,165/0 1,571 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 08-06-00 70 20 14-00-00 2 w2 Unf. Lin. (Ib/ft) L 00-00-00 08-06-00 80 n/a Controls Summary value %Allowable Duration Case Location Pos. Moment 10,910 ft-lbs 78.2% 100% 1 04-03-00 0 End Shear 4,274 lbs 67.7% 100% 1 01-01-00 Total Load Defl. L/380(0.254") 63.2% n/a 1 04-03-00 Live Load Defl. L/523(0.184") 68.8% n/a 2 04-03-00 Max Defl. 0.254" 25.4% n/a 1 04-03-00 Span/Depth 10.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,736 lbs n/a 62.4% Unspecified B1 Post 3-1/2"x 3-1/2" 5,736 lbs n/a 62.4% Unspecified Notes I.r%OF C, Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. DANIEL L. (P. Design meets arbitrary(1")Maximum total load deflection criteria. GEl.1NAS Calculations assume Member is Fully Braced. STRUCTURAL Design based on Dry Service Condition. No.33994 Deflections less than 1/8"were ignored in the results. `�iOP1A Page 1 of 2 ®Boise Cascade Double 1-314" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor BeamtB21 Dry 1 span No cantilevers 10/12 slope August 24, 2015 11:57:03 BC CALCO Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs\B21 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State,Zip: North Andover, MA Job 15217 Designer: Dan L Geiinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danigelinas@comcast.net Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • �• • particular application.Output here based C on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=5-1/2" or ask questions,please call (800)232-0788 before installation. b minimum= 3" d=24" BC CALCO,BC FRAMERS,AJS- Member has no side loads. ALLJOISTO,BC RIM BOARD-,BCIO, Connectors are: 16d Sinker Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEMS,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMS, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. I�A OF 2 oDGELI NAS U STRUCTURAL No.3399+4 �Sf� � ®Boise Cascade Single 2 x 10 SPF #2 Joist1J11 Dry 11 span I No cantilevers 10/12 slope August 24, 2015 11:53:05 BC CALC®Design Report 12 OCS Non-Repetitive I Glued& nailed construction Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1J11 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: I 16-00-00 BO B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" 320/0 80/0 B1,2-1/2" 320/0 80/0 Live Dead Snow Wind Roof Live ocS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 16-00-00 40 10 12 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,542 ft-lbs 89.9% 100% 1 08-00-00 be verified by anyone who would rely on End Shear 351 lbs 28.1% 100% 1 00-11-12 output as evidence of suitability for Total Load Defl. L/381 (0.495") 63% n/a 1 08-00-00 particular application.Output here based Live Load Defl. L/476 0.396" 75.6% n/a 2 08-00-00 on building and analysis code-accepted design ( ) properties and analysis methods. Max Defl. 0.495" 49.5% n/a 1 08-00-00 installation of BOISE engineered wood Span/Depth 20.4 n/a h/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable a Allo/a Allbuilding codes.To obtain Installation Guide /a ow ow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 1-1/2" 400 lbs n/a 25.1% Unspecified B1 Wall/Plate 2-1/2"x1-1/2" 400 lbs n/a 25.1% Unspecified BCCALC®,BCFRAMER@,AJS- ALLJOISTO,BC RIM BOARD-,BCI@, BOISE GLULAM- SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets Code minimum(L/360)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD@ are Design meets arbitrary(1")Maximum total load deflection criteria. trademarks of Boise Cascade Wood Products L.L.C. Calculations assume Member is Fully Braced. Composite EI value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. � ZH OF ,q The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not cyG limited to notching, connections, installation, and engineer/architect certification is the DANIEL L. responsibility of the project's design professional of record. GELINAS Deflections less than 1/8"were ignored in the results. STRUCTURAL No.33994 O1dA Page 1 of 1 ®Boise cascade Single 2 x 10 SPF #2 JoistW12 Dry 11 span I No cantilevers 0/12 slope August 24, 201511:54:34 BC CALC®Design Report 16 OCS Non-Repetitive I Glued&nailed construction Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1J12 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State,Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: 14-00-00 BO 131 Total Horizontal Product Length=14-00-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,2-1/2" 373/0 93/0 61, 2-1/2" 373/0 93/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 14-00-00 40 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,566 ft-lbs 91.3% 100% 1 07-00-00 be verified by anyone who would rely on End Shear 401 lbs 32.1% 100% 1 00-11-12 output as evidence of suitability for Total Load Defl. L/430(0.382") 55.8% n/a 1 07-00-00 particular application.Output here based Live Load Defl. L/538(0.306") 67% n/a 2 07-00-00 on building code-accepted design properties and analysis methods. i Max Defl. 0.382" 38.2% n/a 1 07-00-00 Installation of BOISE engineered wood Span/Depth 17.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 1-1/2" 467 lbs n/a 29.3% Unspecified B1 Wall/Plate 2-1/2"x 1-1/2" 467 lbs n/a 29.3% Unspecified BC CALC®,BC FRAMER0,AJST"" ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMT^' SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum(L/360)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(I") Maximum total load deflection criteria. trademarks of Boise Cascade Wood Products L.L.C. Calculations assume Member is Fully Braced. Composite EI value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. SIA OF The analysis of solid sawn wood members is in accordance with the NDS and is limited to the 7p output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the DANIEL L. responsibility of the project's design professional of record. GELINAS Deflections less than 1/8"were ignored in the results. STRUCTURAL No.33994 ON Page 1 of 1 S BoiseCascade Triple 1-3/4" x 9-112" VERSA-LAM@ 2.0 3100 SP Floor BeamIB11 LVL's Mill Dry 2 spans No cantilevers 10/12 slope August 24,2015 12:08:18 BC CALC@ Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B11 Li Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: FEE== 111 01,11111 MWEEMIN 06-09-00 BO 131 06-02-01 132 Total Horizontal Product Length=12-11-01 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 7" 5,438/581 1,256/0 B1, 7" 12,786/0 3,306/0 B2, 3-1/2" 4,768/702 1,061 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/i2) L 00-00-00 12-11-01 120 30 14-00-00 Controls Summary Value %Allowable Duration Case Location _ Pos. Moment 7,396 ft-lbs 35.3% 100% 2 03-02-04 Neg. Moment -9,806 ft-lbs 46.8% 100% 1 06-09-00 End Shear 3,787 lbs 40% 100% 2 01-04-08 Cont. Shear 5,869 lbs 61.9% 100% 1 05-08-00 Total Load Defl. U999(0.061") n/a n/a 2 03-04-10 Live Load Defl. U999(0.053") n/a n/a 5 03-05-07 Total Neg. Defl. L/999(-0.017") n/a n/a 2 08-10-00 Max Defl. 0.061" n/a n/a 2 03-04-10 Span/Depth 7.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 7"x 3-1/2" 6,694 lbs n/a 36.4% Unspecified B1 Post 7"x 3-1/2" 16,093 lbs n/a 87.6% Unspecified B2 Post 3-1/2"x 3-1/2" 5,819 lbs n/a 63.3% Unspecified N OF^�s S Cautions Member is not fully supported at post B0. A connector is required at this bearing. DANIEL L. . Member is not fully supported at post B1. A connector is required at this bearing. GELINAS Member is not fully supported at post B2. A connector is required at this bearing. 0 STRUCTURAL No.33994 Notes Design meets Code minimum(L/240)Total load deflection criteria. t Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. ' Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1B11 LVL's BC CALL®Design Report Dry 2 spans No cantilevers 10/12 slope August 24,2015 12:08:19 �,�._ Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B11 LVL's Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State,Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danigelinas@comcast.net Code reports: ESR-1040 Misc: Connection Diagram Disclosure b Completeness and accuracy ofinput must be verified by anyone who would rely on a output as evidence of suitability for • particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 1-1/2%=6-1/2" (800)232-0788 before installation. b minimum=6" d =24" e minimum= 1" BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCI@, Install Screws with screw heads in the loaded ply. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: SDW22500 PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@are trademarks of Boise Cascade Wood Products L.L.C. OF G DANIEL L. GELINAS o STRUCTURAL No.33$94 �� 4 . ®Boise Cascade Five 2 x 12 SPF #2 Floor Beam11311 4-12s Dry 2 spans I No cantilevers 10/12 slope August 24,2015 14:20:06 BC CALC®Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs\B11 4-12s Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danigelinas@comcast.net Code reports: NLGA Misc: OF 2� tiL DAN L. C USAL 06-09-00 BO B1 82 IpIVA� Total Horizontal Product Length=12-11-01 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow VVW Roof Live B0, 3-1/2' 5,146/542 1,193/0 B1, 3-1/2" 13,109/0 3,398/0 132, 3-1/2" 4,782/786 1,036/0 Live Dead Snow Find Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 12-11-01 120 30 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,100 ft-lbs 87.8% 100% 2 02-11-09 Neg. Moment -10,336 ft-lbs 112% 100% 1 06-09-00 End Shear 3,739 lbs 61.5% 100% 2 01-02-12 Cont. Shear 6,191 lbs 101..9% 100% 1 05-08-00 Total Load Defl. L/999(0.055") n/a n/a 2 03-02-14 Live Load Defl. L/999(0.047') n/a n/a 5 03-03-11 Total Neg. Defl. L/999(-0.015") n/a n/a 2 08-10-05 Max Defl. 0.055" n/a n/a 2 03-02-14 Span/Depth 7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,339 lbs n/a 121.8% Unspecified 61 Post 3-1/2"x 3-1/2" 16,507 lbs n/a 317.1% Unspecified B2 Post 3-1/2" x 3-1/2" 5,818 lbs n/a 111.7% Unspecified Cautions Member has insufficient Neg. Moment resistance to carry loads. Member has insufficient Cont. Shear resistance to carry loads. — Member has insufficient Bearing resistance to carry loads At B0. Member has insufficient Bearing resistance to carry loads At B1. Member has insufficient Bearing resistance to carry loads At B2. �� Member is not fully supported at post B0. A connector is required at this bearing. hvt5Member is not fully supported at post B1. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes d� � 'I Page 1 of 2 • I®► Boise Cascade Five 2 x 12 SPF #2 Floor Beam1B11 4-12s BC CALCI Design Report Dry 12 spans I No cantilevers 0/12 slope August 24, 2015 14:20:06 Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Des1gns1B11 4-12s Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State,Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: NLGA Misc: Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely on Minimum bearing length for B1 is 6-1/2". output as evidence of suitability for Calculations assume Member is Fully Braced. particular application.Output here basedon building code-accepted design Design based on Dry Service Condition. properties and analysis methods. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the Installation of BOISE engineered wood output shown above. All other support and design for these products, including but not products must be in accordance with current Installation Guide and applicable limited to notching, connections, installation, and engineer/architect certification is the building codes.To obtain Installation Guide responsibility of the project's design professional of record. or ask questions,please call Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARDTM,BCI@, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Ivi OF DANIEL L. GELINAS STRUCTURAL No.33994 ®Boise Cascade Triple 2 x 8 Mixed SP #2 Floor Beam1D611 BC CALC®Design Report Dry 1 span No cantilevers 10/12 slope August 24,201515:02:41 Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1DB11 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: SPIB Misc: I BO 07-00-00 B1 Total Horizontal Product Length=07-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,365/0 254/0 B1, 3-1/2" 1,365/0 254/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% _ 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 07-00-00 60 10 06-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,474 ft-lbs 81.4% 100% 1 03-06-00 be verified by anyone who would rely on End Shear 1,204 lbs 31.6% 100% 1 00-10-12 output as evidence of suitability for Total Load Defl. U999(0.095") n/a n/a 1 03-06-00 particular application.Output here based on building code-accepted design Live Load Defl. U999(0.08") n/a n/a 2 03-06-00 properties and analysis methods. Max Defl. 0.095" n/a n/a 1 03-06-00 Installation of BOISE engineered wood Span/Depth 10.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call (800)232-0788 before installation. BO Post 3-1/2"x 3-1/2" 1,619 lbs n/a 23.4% Unspecified B1 Post 3-1/2"x 3-1/2" 1,619 lbs n/a 23.4% Unspecified BC CALC®,BC FRAMER®,AJSTM ALLJOIST@,BC RIM BOARDTM,BCI®, BOISE GLULAMT"" SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM@),VERSA-RIM Member is not fully supported at post BO. A connector is required at this bearing. PLUS@,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. zN OF Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. DANIEL L. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the GELITUR 33994 AL output shown above. All other support and design for these products, including but not O STFZU limited to notching,connections, installation, and engineer/architect certification is the No.33994 responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. ON Page 1 of 1 ASN Boise Cascade Double 2 x 10 Mixed SP #2 JoistIDJ11 Dry 11 span I No cantilevers 10/12 slope August 24,2015 15:05:35 BC CALC@ Design Report 16 OCS Non-Repetitive Glued&nailed construction Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1DJ11 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE.: 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: SPIB Misc: BO 12-00-00 B1 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" 480/0 80/0 B1, 2-1/2' 480/0 80/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(!b/ft^2) L 00-00-00 12-00-00 60 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,599 ft-lbs 56.1% 100% 1 06-00-00 be verified by anyone who would rely on End Shear 469 lbs 14.5% 1006% 1 00-11-12 output as evidence of suitability for Total Load Defl. L/986(0.142") 24.3% n/a 1 06-00-00 particular application.Output here based Live Load Defl. U999 0.122" n/a n/a 2 06-00-00 on building n code-accepted d design ( ) properties and analysis methods. Max Defl. 0.142" 14.2% n/a 1 06-00-00 Installation of BOISE engineered wood Span/Depth 15.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable o a building codes.To obtain Installation Guide /o Allow /o Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 3" 560 lbs n/a 13.2% Unspecified B1 Wall/Plate 2-1/2"x 3" 560 lbs n/a 13.2% Unspecified BC CALC@,BC FRAMER®,AJSTTM ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAM'TM SIMPLE FRAMING Notes SYSTEMS,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS@,VERSA-RIMS, Design meets User specified(L/480)Live load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets arbitrary(I") Maximum total load deflection criteria. trademarks . Boise Cascade wood Products L.L.C. Calculations assume Member is Fully Braced, Composite EI value based on 23132"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. �%A OF The analysis of solid sawn wood members is in accordance with the NDS and is limited to the C, output shown above. All other support and design for these products, including but not 'SG limited to notching, connections, installation, and engineer/architect certification is the DANIEL L. responsibility of the project's design professional of record. GELINAS Deflections less than 1/8"were ignored in the results. STRUCTURAL No.33994 O Page 1 of 1 The Commonwealth of Massachusetts Department of Industrial Accidents .1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dna .+ V Worliers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly TTame(Business/Organization/Individual): 1' Address:001 1L4&1#)Sr City/State/Zip: 011 Are yon an employer?Check the appropriate box: Type of project(required): 1. T am a employer with 0. : employees(full and/or part-time).* 7. XNevV construction 2.❑I am a sole proprietor or partnership and have no employees working forme in $. Remodeling any capacity.[No workers'comp.insurance required.] 9• ❑Demolition 3.[]I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 rl Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5.u I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 14.❑Other ..._._ 6Q We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] "Any appl icant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this aff davit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must-attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees.1 If the sub-contractors have employees,they must provide their workers'comp.policy number. P I ain an employer that ispfoviding workers'compensation insurancefor my employees. Below is thepolicy and job site information. _ Insurance Company Name: �.,CL J d o a2 7//V O o Expiration Date: l eo Policy#or Self-ins.Lie.#: / p � / Job Site Address: �J1 r '^'' City/State/Zip: /v GI'. Attach a copy of the vorkers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un tl pair an penalties ofperjury that the information provided above is true and correct. Signature: Date: Phone#: R 1�� a OA Official use only. Do not write in this area,to be completed by city or town official.. City or To-svn: _ Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Towti Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other _ Contact Person: Phone#: 1�. SWL denotes Blocked Plywood Shear Wall @ Rear Garage Wall use 1/2".Q�B sheathing nail 8d@4" o.c. perimeter and 4" o.c. blocking and 12" o.c. field [Intermediate] wall 2x top plate secured to wood framing above with 1/4" diameter by 5" long at 4" ox SDS Simpson self drilling Screw or Trus Lock screw, block framing with double 2X if framing is not parallel with shear wall below Anchor bolts along this shear wall 1/2" diameter 4'-0" o.c. continuous strip footing header shear wall 3- 11-7/8 LVL Continuous Header / 1) ALL LVL BEAMS TO BE DESIGNED B`r' SUPPLIER Portal Shear Wall See SG5 Garage Door 5- -0" Framin eathing RE uir ments 2) WINDOW SIZES AND GRILL PATENT TO 38'-0" OT TO SCALE .��01, BE VERIFIED WITH SUPPLIER00 Matching Corner Dowels,Typical,All Corners, NOT TO SCALE 3) FINAL LOCATION OF STEEL ---- SeeSG1.2 ------------------------------------------- ------------------------------ SASHES TO BE SITE DETERMINED0 r V 0 0 0 0 l a o 0 0 0 o e v o v v o o v o o o 0 - o • --------- -------------- ----------- , 4 r--- --------- -------- FEEL-SASH--- ------� - r---, 4) USE DOUBLE SILL DUE TO o e o o e o 0 0 0 0 I N n I GARAGE UNDER I 12" x 24" CONTINUOUS LALLY 8.�4SEMENT ® -------------------------------- I/- a'd 1 .�.. ---i IT. 40 FEN[KG------- i . Qn PAD FOOTING Wit 3-#4 Bottom 3" Clear 4" CONCRETE SLAB FIRE RATED SHEETROCK ON A ON CRUSHED STONE O GARAGE SIDE OF WALL < CLG. GA.RQ E 3 1/2 CONCRETE FILLED O LALLY COLUMNS W/PLATES �9 0 OI y , ;,;; 2x6 INSULATED WALL W/ c Lr 1 I I �; N d 'C �. PRESSURE TREATED SILL �j w N �' c a (3) 2x12 BUILT-UP BEAM T - _ i _ U �; 3 i/2" CONCRETE FILLED z ; ; O C� c.a I ,,, LALLY COLUMN W/PLATE �'" \O N - , 1111 w <'a 6[-11" 6'-2" -6'-2" 6'-2" 6'-2" M i , „ < 12"x30" PAD FOOTING 10'-0" O V w QI •. , --- ----------- ---------------------- ----------- - --------------------------------- I a.a _ ---- -� ' ' _ A O �Iq O 1 I O II, I I I - --------------- --------------- - --- ----------------- --------------- _ _____________ I 4 Q 1 I` 1 IIII ' 1 1 � 1 ______ _I'---_____ - _____----- -------------------- 4-1 ___ ________________ ' LIl_� N __ ___________ __--_______-_- Ill I _ _ __ ____ _-41_'S�_; Q 1 1 I 'III I I I , ! I IIII I •~ pll/ LL BUILT-UP BEAM � DESIGNED BY OTHERS C•E , ' , �■..®! � III 1 I I _. r�1 f-- x4 WALL O ® PLO 2 - v a ; 2x LOOK ; - elf U 3 + "" SLOPE CONCRETE DOWN JOIST 12 G. ; BOTH SIDES ! ;;;; , I I N I ' I ; ■. ® " TOWARDS GARAGE DOORQ O 0 0 Framing by others o ---LVL BUILT-UP BEAM N p °' c rL�' �� DESIGNED BY OTHERS 4" CONCRETE GAS CURB b0 - (STEP UP) ----------------------- ----------------- -'-------------J IIII •• 1 o v . o v c o v � v v ; w I 1 1II 4.4 + � 1 v v • v v - v V • •v o o v o I 1 O--- ------------------------ -------------------------- ILI ---------- ------- - ---o---•o-----oe -v--- --o---e-------o---o- °'° ;�-------'I ------ ....... J vo D vv v D vo N4.4 O 10" CONCRETEDOUBLE 2x6 PRESSURE TREATED ------ - ------ ---------v-----o-, ---- SILL WITH SILL GASKET I FOUNDATION WALL ONN N IQ�I L" 1/2" ANCHOR BOLTS 6'-O" O.C. -- ------------------------------------ 20" FOOTINGS, (TYP) WITH NUT t WASHERS & 12" g Reinforcing see SG1. ja (a) Corners �; Matching Corner Dowels,Typical, All Corners, o BITUMINOUS DAMPROOFING 777 12'-9 1. � 12'-6" 12'-9" SeeSG1.2 (BELOW GRADE) jFi OF 1411 38'-0" 10" (VERIFY) CONCRETE WALLS C' 5 � —0 (TYPICAL) DANIEL L. N BASEMENT SLAB p GLI3IAS 8" (TYP.) Denotes 4" POURED CONCRETE SLAB C JU S1No.33gg4 L 5„ By Others OVER CRUSHED STONE / Typical Seismic Strap Date 8.17.15 At Garage Door Job # 15217 to x 2011 CONCRETE FOOTING ,r Openings See SGl.2 WITH KEYWAY 3 kith -#4 Bottom .r t• x 4" DIA. SPINY TI a/r +WIWII. ® c C GRus CLEAR STONE FOUNDATION WALL SECTION with Reinforcing see SG1.2 B POCKET DTI.. SG- COYER W/ R OS PAPER g NOT TO SCALE By Contractor k4 Reber vntha = * denotes minimum Icng'n � of 2x embedment u _ length12' is o 0 option after Foundation Pour, . 3 ° ° Option to STHD14 Strap ° ° substitute e� U ° ° One #4 rebar HD1J5 hold down a O J ] ° ° in shear cone t o Mm rqm - I 92" Min. end of concrete.. �L�' o Typical STH014 End Installation o o rebar length screws, drill 5/8" "!10�"°�� •� ,No comer return) o o _ _ Diameter anchor End Installation Allowable Tension toads o o J /' use STHD14 ofv'End Distance(DHSP/SPF/HF) o o " � •�"''. 1I1 .....Model No, f—_.._.... .__ Ste —._._..... bolt V Stemwall Width 1.—� e• �io• � \� o $THD,O , 2995 _ N;, ° ;,L embedment _...._..__._...... 7 uV -s- - VI-014 l 3105 I 3615 1500 I-111t� li 1 2 0 - Pillt Loads teased on 2500 psi mimmum conttele strength. zo» rr 1 0 _i }�•- ^f' �I v I 7..Alioveab!e loaes nave been increased fmvnnd or earthquake load durations ✓ r Pl End �--+ win no hinher increase aliowed:reduce tifiere other load donations govern. t I r � � _ - 3.Fbrdirrensionalinformation end requimdfasteners.Tell'to n. Rebcr a ,• Distance , epoxy or Powers Mo r-4 tc table on page 42. 4.For STH014 14?End Distance in 8'stem:valls.loads can be Length Increased todsalsoto. AC100 + Gold epoxy. W 5.Ago•.vaole(pads also apply ro Am joist models. from corner I(1J 6.Tpsting to new IIXAES accebtznce critena to be completed in 7.009. `v Reference www.slrongfle.comfar latest loads and inlprmatien. �� wi Typical Seismic Strap At Garage Door Openings, Same as SGS Note to Scale _ �'I _ C V1 ATO a see Plan for Anchor Bolts n U ki ••• -- (2) - #4 Continuous Top Finish Bottom of Wall & With lVl Gradeatching Corner Dowels 6 L Shaped Dowels 20 x20" 5 y �Go c Typical All Horiz. Reinf. Walls & Footings 0 #4 Rebar lL Mid-Height OF P&,DANIt GEUINAS w fr 10 in. wide o ,___ .-- S RUCiURAL 0.33994 i /OAlA1- LE, _ Date 8.17.15 o ® (2) - #4 continuous •� bottom with 3" clear Job # 15217 20 in. wide bottom & sides Section Typical Matching Corner Dowel Detail SG- 1 . 2 Exterior Foundation Wall & Footing Detail y al Note to Scale to Scale t t. I rLL LVL BEAMS TO BE DESIGNED BY SUPPLIER=j s-I 2 WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER CONTINUOUS RIDGE VENT 3 ) All Framing By Others U 12" BUILT OUT RAKE (TYP) HIP ROC �. ,o y C 12" RAKE bA bA CONTINUOUS RIDGE VENT � � � � 14" LOUVERED SHUTTERS — 6"11 ,2 CLADBOARD SIDING '=1 Ell CZ PLO 6" CORNER POST z 71 it � O >~ Wall Sheathing , Nail 8d [Penny] at c a�rwA g +� su,�� A 6" o.c. Perimeter, 12" 0.C. GARAGE UNDER Field [Intermediate] Den es O DA Typical Se mlc Strap Z I GELtfaAS r~�U TUR L At Garage Door Openings See SG1.2 sT� � A Date 8.17.15 FRONT ELEVATION Job # 15217 SG-2 .T' x NOTES: ,. I) ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED CONTINUOUS RIDGE VENT WITH SUPPLIER ^, G� 3 ) All Framing By Others V � o CONTINUOUS RIDGE VENTcj LE FR H:H CLADBOARD SIDING14 o0 6" CORNER POST 4 I - - V QI 4" CORNER POST 12 x 16 DECK SEE SH D-I V (u O O Wall Sheathing , Nail 8d [Penny] at GARAGE UNDER H n if ��. r.•i 6 o.c. Perimeter, 12 O.C. O Denotes Field [Intermediate] �� ypical ismic Strap p,j�,I ` L. vir ara e Door O GELIN-AS g siRuc T URAL Openings See SG1.2 No.33994 Date 8.17.15 1 Job # 15217 REAR ELEVATION SG-3 CONTINUOUS RIDGE VENT zxlo tERs Framing by 0th rs 2x12 CONTINUOUS RIDGE 1/2 CDX PLYWOOD ROOF SHEATHING ASPHALT SHINGLES ON 15N FELT PAPER eave Blocking, leave 1-1/2" Air Gap x s g 16° o,C, y 3' BITUtHANE ON EAVES Block 2x nail 4-12d Toe Nailed Framing by others Roof Sheathing , Nail 8 12 [Penny] at 6" o.c. Peri t �10 2x12 RIDC:E—� 12 V �� 10/12 ROOF PITCH 3 I/2 F04 C 12 O.C. Field [Intermedlat 2x10 Roo AFTERS � Framing y b others A � MOM _ LVL BEAM DESIGNED Z IL1 JOIST w WHITE GALVANIZED DRIPEDGE BY OTHERS 16" O.C. 3: UNDER ROOF STARTER -1 2x,Q FI nno I/11GT$ Framing by others 'ago wo R-38 INSULATION 1x4 TRIM GABLE END WALL----\, 1/2" DRYWALL ON STRAPPING 12 1x8 FASCIA BOARD Wei Framing & Insulation by others 2x10 F JOISTS - --r —CONTINUOUS ALUMINUM � C VENTING STRIP ---------Z- ------------------ - -4-a M INTERIOR WALL CONSTRUCTION — --- ----------£ Q--------------- U w 2x(o STUDS m 16" O.G. R-21 BATT INSULATION 1 0 SECOND FLOOR O 3 MILS POLY VAPOR BARRIER to 1/2" DRYWALL DOUBLE PLATE AT TOP WITH f� SOLE PLATE AT BOTTOM EXTERIOR WALL CONSTRUCTION CROSS BRIDGING (TYPICAL) F 'VIFi" O.S.B. SHEATHING FLOOR FINISH (TYPICAL) BUILDING WRAP 3/4" T4G PLYWOOD SU5FLOORING CLAPBOARDS AS PER ELEVATIONS � z DECK GLUED, NAILED AND �-�, Framing by others SCREWED TO FLOOR JOISTS Wall Sheathing , Nail 8d [Penny] at x ® 6" ox. Perimeter, 12" ox. a FIRST FLOOR 16 O.C. a d' WITH Field [Intermediate] _ Floor Sheathing , Nail 8d o ,A MINIMUM 8" TO FINISH GRADE / SLOPE sRADE AWAY FROM BLDCs. 7 / B CROSS BRIDGING (TYP) [Penny] at 6" ox. Perimeter, o� Reinforcing see SG1.2 12 o& $Field UntermViate] - O DOUG �E 2x6 FIRSURE TRE TED ° -4° 10" (VERIFY) CONCRETE WALL - QI SILL WITH SILL GASKET °D (TYPICAL) SLO E HEADER ANCHOR BOLTS 6' O.G. ° ITUMINOUS DAMPROOFING A 1 e (3) 2 Framing (BELOW GRADE) - Q by others c� rv+�,,, SEMENt 3 1/2" CONIC, FILLED V1 O C'iy� STEEL LALLY e 'z ? _ � DAI'4 L � o CONTINUOUS COLUMN PAD ° z GELI'Ni FOOTING 2'-0" x I'-O" STRUSTAIR TRINGE BASEMENT SLAB O CTU �L I' — r�n v 33994 4" POURED CONCRETE SLAB ° •. �O „✓Nrtir o as,• ,, r e 1h; ,,,rAi. OVER CRUSHED STONE o" 14 o" 14' 0" Date 8.17.15 4" DIA. WEEPINGTILE W/ ! 6" CRUSHED CLEAR STONE EXTENSION 15217 10 x 20 CONCRETE FOOTING all RED ROSIN PAPER Job FRAME E WALL SECTION SECTION A-A a STAIR SG-4 NOT TO SCALE NOT TO SCALE 0 4 Header to extend Header to extend Iz -EE over a anel o ver a ane 3 6 – 1St Sinkers Stud Header Splice j option after Foundation Pour, .c to Header Connect Plate to Header /f required - N r-, h 2 rows 10d nails 12" o.c. Sheathingedges ° Option to STHD14 Strap 9 44 Rebar with a minimum length of 2x embedment Substitute length+12' "x ° T g, One ec rebor HDU5 5 hold down ° ° ,�sa in shear cone Simpson LSTA24 Strop I 3 ro ws 8d ,_ ° 12" Min. SDS c at each end of opening I not/s 12"' i with SiJ�7 2.5 inch C on inside face of wall 6: rebor length �� o a.C. (typ.> P, -�_ : ; �es` screws, drill 5/8" Connect Sheathing to Il I , 3 a o °4 Q° Q Connect Plate to Header Header with 8d nails II II ` ; Diameter anchor �� with 2 rows 16d Sinker in 3" o.c. Grid II '. ,11, ° °° - o,m k Nails 3'" o.c.Az as shown _ _ _ C p I O 3 1 - - - ! 30"" �I .•'E bolt 8 I p N Sheathing Splice II in. nd Rebar '' Distance I Blocking for sheathin location 1 I ,q'Miafrom ,.. K`. y Length embedment o O • ° g g I I I end of concrete ` (1�2 mrn. Hilts HY-200 C_Q -�� 4' atJO✓e top Of from corner '` foundation. Connect 1 8d Nails–Al/ Studs, II `o ° Plates, Si//s & Typical STH014 End Installation ,. tT with (3) – 16d Sinker Nails v o Blocking @ 3" o.c. (Noccrnerretornl epoxy or Powers Additional studs —____.._.-- .._..._.....-------.---..._.__ �.............__--- O 1 for Gdro e Door PI 9 i EOdlnstallationAllowable Tension Loads I AC100 + Gold epoxy ¢� Connect Studs with 2 rows g at End Distance 10d nails (9 4" o.c. ; ; I if needed Model No. Stemwall Width 0 0 0 6' 8" 10" (2) — 5/8" Anchor Bolts STHD10 2095 with 2"x2"x3 16' Washer Plate _._-_ — �.._. ..-_.__; use STHD14 STHD14 3105 3645 4500 A307 Bolts, 7" embed. (min.) Simpson STHD 14 Strop Tie i... -.. . _.._.___._._— — _- Hold Down at each end t.Loads based on 2500 psi minimum concrete strength, of wall panels. (typ.) 2.Allowable loads have been increased for wind or earthquake load durations with no further increase allowed:reduce where other load durations govern. 14" Embed. (min.) in Conc. 3.For dimensional information and required fasteners.refer to Gelinas Structural Engineering LLC to fable on page 42. 4.For STHD14 t:h'End Distance in 8'stemwalls.loads can be increased to 4200 lbs. 579A North End Blvd 5.Allowable loads also apply to rim joist models- Prescriptive odels. Prescrip ti ve Design 8.Testing to new ICC-ES acceptance criteria to be completed in 2009. Salisbury MA 01952 Based on TRC 2009 Reference evww.stroogfie.com for latest loads and information, y See See Porta/ Frame Ph 978.465.6436 [danlgelinas@comcast.net] Plan plan Section R602 1'-4"" Coordinate with Garage 1'- "- Repeat for (min.) oor roug opening (min) Double Door See Garage Door Typical Seismic StrapAt arae Door enings Sheathing requirements Garage Door Note to Scale 1 -o 6'_0 Framing & Sheathing Requirements (max• i (Max..) i O k 1/2" did. (min.) AJ07 steel O anchors bolts with a minimum embedment of 7" into foundation. 5r 2 bolts (min.) per sill plate, �1 O Lally column cap a 4" min. and 12" max. from each Simpsom LCC end of the sill plate section. 4 Lally or equal �N OF �� column Lally bottom & base � `-�� Anchor Bolt plate embedded �� DANIEL L. �' _ in concrete slob �z GELINAS Placemen t S t i:UC7URAL Cn No.33994 Date 8.17.15 L ally Column ,S Job # 15217 Detail SG-5 SWL denotes Blocked Plywood Shear Wall @ Rear Garage Wall use 1/2" 9..�B sheathing nail W94" o.c. perimeter and 4" o.c. blocking and 12" o.c. field [Intermediate] wall 2x top plate secured to wood ' framing above with 1/4" diameter by 5" long at 4" ox SDS Simpson self drilling Screw or Trus Lock screw, block framing with double 2X if framing is not parallel with shear wall below Anchor NOTES: bolts along this shear wall 1/2" diameter 4'-0" o.c. continuous strip footing header shear wall 3- 11-7/8 LVL Continuous Header/ :Portal Shear Wall See SG5 Garage Door a -o" Framing B�,,Sylieathing REquir ments 2) WINDOW SIZES AND GRILL PATENT TO 38'-0" OT TO SCALE BE VERIFIED WITH SUPPLIER Matching Corner Dowels,Typical,All Corners, NOT TO SCALE 2 3) FINAL LOCATION OF STEEL --- SeeSGL� ------------------------------------ --------- ----------------------------- SASHES TO BE SITE DETERMINED r a v v v v O �-- -�--- I *4---------------------------------------------- -STEEL-SA --- *V�4r � N 4) USE DOUBLE SILL DUE TOtj GARAGE UNDER 12 x 24" CONTINUOUS LALLY aASEMENT ." ---------- A ---- R-------------------------- 4 "- NG--- PAD -+ FOOTING Wit 3-#4 Bottom 3" Clear 4" CONCRETE SLABFIRE RATED SHEETROGK ON Q' ON CRUSHED STONE V - ' 1 ;;;; GARAGE SIDE OF WALL t CLG. 3 1/2" CONCRETE FILLED C�ARA E I LALLY COLUMNS W/PLATES- O b N 1 2x6 INSULATED WALL W/ - �; cL t3 t-. ' ;;;; PRESSURE TREATED SILL (3) 2xI2 BUILT-UP BEAM 3 N 1 ;;;, C I O lI) '� , 3 1/2" CONCRETE FILLED ~ LALLY COLUMN W/PLATE C M V W bA M ' < 12"x30" PAD FOOTING ; A <•a � 6 —11" 6'-2" 6'-2" 6'-2" 6'-2" � 1 '�'� 10'-0" O � 1 �J♦�p -' _'�'-�_ - ----'- i , _ V1 1•I ---------------------- _____ ____ ______ c_ __ ________ ________________ _ __ lll ' •Q CV W N --00 --------- --- -'-` - -------- - - -^ - - 1 - 7------„„ `------- � ; , L BUILT-UP BEAM pptY ' � Q1 _ °•° % ®�••• ;• M ' ® DESIGNED BY OTHERS r.y 24'-0” ° c 2x LOOK ; +-2-x4 WALL O 1 1 d U / SLOPE CONCRETE DOWN 3 G i JOIST 12 G. % / BOTH SIDES / 1 ;;;; -►^ v? .• 1 1 TOWARDS GARAGE DOOR p Q 1 l 1 O I o o Framing by others ti o ;;; -----LVL BUILT-UP BEAM N o W_ � DESIGNED BY OTHERS 4" CONCRETE GAS CURB 4'4 (STEP UPJ G "1 "" 00 V ------------------------ �— i ------------------------------------`-r ' •- -- ----------------- --"- r-------------------- DOUBLE 2x6 PRESSURE TREATED o 0 0 , °'°% '--------' --------------------� - o - '- o - -- -- ------------------ 0 10" G a ">z O ---'------ - ---- ---------------- ONCRETE SILL WITH SILL GASKET " o2, t FOUNDATION WALL ON 20" FOOTINGS, (TYP) Q� 1/2" ANCHOR BOLTS &'-0" O.C. - ------------------------------------ O WITH NUT t WASHERS & 12" ® Reinforcing see SG 1. orners Matching Corner Dowels,Typical,All Corners, O BITUMINOUS DAMPROOFING 12 -9 12'-6" 12'-9" SeeSG1.2 V1 O (BELOW GRADE) 38'-0" U-0" Z' 5 ` -0 10" (VERIFY) CONCRETE WALL 4f (TYPICAL) ? •._.. BASEMENT SLAB i \Su CTYP.) %k Denotes 4" POURED CONCRETE SLAB '' 5 _ Typical Seismic Strap Date 8.17.15 OVER CRUSHED STONE t '`: �t / Yp p 10" x 20" CONCRETE FOOTING O 1 2„ At Garage Door Job # 15217 WITH KEYWAY With 344 Bottom Openings See SG1.2 3" Clear 4" DIA. WEEPING TILE W/ ' � 6" CRUSHED CLEAR STONESG- 1 - 1 �OUND,4T101�! WALL SECTION with Reinforcing see SG 1.2 i3 ,41`1 'OGKET DTL COVER W/ RED ROSIN PAPER NOT TO SCALE SCALE: 3/4" - I'-O" T � � -ell A Reba—rith a denotes 4� = ,2 ° option after Foundation Pour, ' may./` ; I'AS 13 0 Of Option to S3'HD 14 Strap '' ` t;`-Q I ° b ° ° substitute coo One #4 rebar HDU5 hold down in sheor cone ° 01 with SDS 2.5 inch a WKlin.from nc i /2» lV/%n. eof concrete _v= ° o q i 11 ff S drill 518 01 �k G O{-�°r° •C T nsta Ica,STHDt4 End Illation rebar length screw - (No corner retum) o o • Diameter anchor . . __ __ ° ° JJJ111�� 111///111 End tnffiaild DisAoce(D a TenSinn Ldada at 74 End Distance(DFlSPlSPFlHF 1 use STHD14 Model No. _—.._,, i ° J bolt 8" b .� a� Sfemrrall Width � :� �i ,. —8 10. CA VaI . ° embedment STHO70 045 — �+' ' { `\' STHDt4 3105 -645 i 4500 I.Loaas based on 2500 psi minimum ccnchate Strength. Z H ti j j j,-2'�1J 2.;lem.:2bk loads have seen tm eased fpr wind or e3nbpuake load Cprafi0n5 `JO �l��r End vm'b no further increase aemred mduca,,here Over loco aura ws garrtv, 3.Fe ache Sonat inharrinationandGa re ,redfasteners.rotor to h. Rebar Distance epoxy or Powers ,o table o - i Por STHDia page r o Distance m$`stemwai s.loans can n^ Length i, r' /�`2 r� mi/� . r` _ �•r.11 O M InCrpa5ea,042 as Ib5. ` :S AC100 + Gold epoxy: - ��.�� W a anmvae Dads also appy to rim twist npdels. ; J from corner 0.festmg to nmv iC6ES pocpptance enter a m be completed!n 2009. . oo Reference WWt sfhongfle.Cdnf for latest'aads and information. •\ _�,'� - 1�1 /•� !/ O L d' Typical Seismic Stra At Garage Door Openings, Same as SG5 '~ Note to Scale kin C'n 46k - - see Plan for Anchor Bolts o ki F;, o.a - (2) - #4 Continuous Top Bottom of Wall & With e Finish Matching Corner Dowels �"�` o � Grade "L" Shaped Dowels 201'x20ETA. o Typical All Horiz. ReinL Walls & Footings + - - 3V4 Rebar c � Mid-Height 10 in. wide .� e Date 8.17.15 o (2) - #4 continuous Job # 15217 bottom with 3" clear — 20 in. wide bottom & sides Section T ,cal at 1 Detail - Exterior Foundation Wall & FootingDetail Ty Matching Corner Dowe e SG 1 . 2 Note to Scale Note to Scale t kOTE5: , A S-I 2) WINDOW SIZES AND G=RILL PATENT TO BE VERIFIED WITH SUPPLIER c+ a � CONTINUOUS RIDGE VENT � G Eu A3 Nn.33MA to � � V 12" BUILT OUT RAKE (TYP) HIP ROC 10 y 12" RAKE � bA bA C CONTINUOUS RIDGE VENT 14" LOUVERED SHUTTERS _ M v w Q 12 CLADBOARD SIDING i 1H c Z � 6 CORNER POST fj P O Wall Sheathing , Nail8d [Penny] at Q A 6 o,c. Perimeter, 12, o.c. GARAGE UNDER s-I Field [Intermediate] * Denotes O Typical S � m.ic Strap � Z At Garage Door Openings See SG1.2 Date 8.17.15 FRONT ELEVATION Job # 15217 SG-2 NOTES: 2) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED CONTINUOUS RIDGE VENT WITH SUPPLIER C _ � v ►.7 O CONTINUOUS RIDGE VENTFFF ------- CLADSOARD SIDING ME O Z ro" CORNER POST 12 ~ 4 C� It- ca 4" CORNER POST -71 [n F -JILLI 12 x 16 DECK SEE SHVD-1 QI i.r FM V C� Q GARAGE UNDER Wall Sheathing , Nail8d [Penny] at FM �a 6 o.c. Perimeter 12s o.c. a ;, o Denotes 4 Field [Intermediate] ypical ismic Strap - _ w P. t ^;-- arage Door w S T R4 - - ,,: :: Openings See SG1.2 - . Date 8.17.15 Job # 15217 REAR ELEVATION 3i► „=��-011 SG-3 • SEE PECK DETAILDECK STAIR LOCATION NOTES: + SAAEEr D-I 12' x 16' DECK TO SE DETERMINED ON SITE L7 RILL PATENT TO BE VERIFIED V,— WINDOW SIZES AND Cs WITH SUPPLIER ^r, 22'-9" 9'-3" 6'-0" 04 C 14"?'-O" 8'-0" 2'-0" 4'-0" 4'-0" 16'0" (Not to Scale) v a 8'0" (Not to Scale) 8'0" (Not to Scale) ci bA 01 nOST + 3'-5" x 3'-5" 2'-10" x 3'-5"N ----------- ------------ � 5'-9" x 4'-9" N 1 Beam Over - �'D/Ul SINK - BEAM ° x I � n rl �P) COUNTRY KITCHEN a �° SLOPE CEILING � W z `� FAMILY ROOM o o0 � 2-_0" CIS � v� ZERO CLEARANCE I Q I - GAS FIREPLACE r h a I I Z Vkn 0 C.O. c.o, w 0 0 0 0 1 00 ro 11 00 C14 C14 C14 F A U o, LIVING ROOM 4 -3 DINNING ROOM i 0 x d ----------------------------- --------------Na- -----------0 0 = O '' I r OPEN— RAIL 13'-0" 12'-0" 13'-0" /,' \ (0 C 41'u ENTRY O Fil 1� 40 I it " N O 2'-10" x 4'-9" 2'-10" x 4'-9" 2'-10" x 4'-9" 2'-10" x 4'-9" o - - cV 3'0 N .4 ` 4 y '•,'.. .,�4 A-5 _ . GE-L"A.3 3'-3" 3'-0" 3'-0" 3'-3" e Date 8.24.15 4'-0" 5'-6" 9'-6" 9'-6" 5'-6" 4'-0" ry "� Job # 15217 12'-9" 12'-6" 12'-9" 2'0" 12'-0" 2'0" 38'-0" 1 6'0".(Not to Scale SG-3.2 54'0" (Not to Scaie 1 st Floor Plan r I NOTES= O WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER `" C 6'-3" 10'-11" 7'-3" 13'-7" I 4 •'S'q CV — 6" �9' 9" 7�— 7" 12'-2" 8' I W W-8" x \/ W.1. w BEDROOM 2 BATH x M. _ ATH /\ I CLOSET io Lill I I LINEN O op LINEN 4 O 4 SHLVS I O N .r.M -2-0 2 C � � I � I ROOF 8'-6" 4'-4' 5 N — — — — — — HALL LVL BEAM ------------------------- --- O o ` OPEN RAIL---- - O ,0 - _X N N -- - ------ �m /i ---------- -6 ------ BEDROOM 3 - - - _ - _ --___-- _ 1"(ASTER BEDROOM; BEDROOM 4 ---- ---- I d N ---------- -91, D 9'-6" ..3. "__ - O Beam Above 47, -------------------------- 2'-10" x 4'-5" 2'-1O" ). 4'-5" i c-10" x �'-5" 3'-10" x 4'-5" o N Date 8.24.15 Job # 15217 40 5 -6 3 -3 " 6'-3" 6'-3" 3'-3" 5'-6" 4'-0" 2nd Floor Plan 12'-9" 12'-6" 12'-9" 11 SG-3.3 38'-0" E E Z. rj aE N N N D z d 28'-0" A Z 2'-101i11 x 51-5" , 0 , U) m ' N � � v , N_ , 1 7'-0„ �, o r , � x D , , 1 , li+ Ln + r z + O , 1 , O , + i + , + i+ N , � 00 ' X ' W O 1' 1 W W+ V ' + 7'-0" oo m x z ' 1— + 1 A ' I 21-10W x 5'-5" I 28'-0" - O O I Y �y-Y ;moi 18 r' , Russ Ahern Gelinas Structural Engineering LLC qtCD 579A North End Blvd 00 7 Sutton Place W N North Andover, MA Salisbury MA 01952 Ph 978.465.6436 [danlgelinas@comcast.net] 3 NOTES: WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER . C 2x8 Collar Tie 32" O.C. Nail 7-12d CONTINUOUS RIDGE VENT i•••� O V 2x12 CONTINUOUS RIDGE— i.r � 0" Butt Tight C '~ bA pJo 12 eq 2xS CEILING JOISTS @ 16" O.C. 2x8 CEILING, JOISTS � w'. TRAY CEILING WITH 2' 0± I/2" DRYWALL ON STRAPPING @ 16" O.C. 2x6 RAFTERS s w WALK-IN MASTER BEDRM. u CLOSET 3 a" 4 m It 2x10 FLOOR JOIST 17' 6" 10' 6" 28' 0" Q y ECTION MASTER 5EDfRM. �.. ny, '14� NOT TO SCALE �yv O Date 8.24.15 Job # 15217 SG 3.5 • i CONTINUOUS RIDGE VENT .2x10 ROOF RAFTERS 2x12 CONTINUOUS RIDGE 1/2" CDX PLYWOOD ROOF SHEATHING ASPHALT SHINGLES ON 15" FELT PAPER eave Blocking, leave 1-1/2" Air Gap _zz j1 C1 :,=P!r,e, �: 2x1Q ROOF RAFTERS g 16" O.G. r..+ = G� 3' BITUTHANE ON EAVES Block 2x _, nail 4-12d Toe Nailed •'1 " '' ' ` x Roof Sheathing , Nail 8 12 IO 2x12 RIDGE—�- i 4 12 v [Penny] at 6 ox. Peri t � �� -.> � -� , �� 10/12 ROOF PITCH 3 1/2 a 12 ox. Field [Intermediat to a o 2x10 ROOF RAFTERS V 2 •fir Vn LVL BEAM DESIGNEDG� 0 2 x 6 CEILING JOISTtu WHITE GALVANIZED DRIPEDGE BY OTHERS 16" O.C. 3: ^, � UNDER ROOF STARTER ' 2x10 FLOOR JOISTS Q bA R-38 INSULATION 1x4 TRIM GABLE END WALL 12" Ix8 FASCIA BOARD C w '� N O I/2 DRYWALL ON STRAPPING 2x10 FLOOR JOISTS all, —CONTINUOUS ALUMINUM '- VENTING STRIP ----------z -6------------------ INTERIOR WALL CONSTRUCTION — --- ---------- Q--------------- Cj 2x6 STUDS 9 16" O.G. ►- 1 tl�1 "O ,.�'" • R-21 BATT INSULATION > 0 3 MILS POLY VAPOR BARRIER ua SECOND FLOOR �i 00 1/2" DRYWALL � • DOUBLE PLATE AT TOP WITH SOLE PLATE AT BOTTOM CROSS BRIDGING (TYPICAL) EXTERIOR WALL CONSTRUCTION q 1116" Q.S.B. SHEATHING FLOOR FINISH (TYPICAL) BUILDING WRAP —2x10 FLOOR JOTS 3/4" T4G PLYWOOD SUBFLOORING CLAPBOARDS AS PER ELEVATIONS DECK GLUED, NAILED AND SCREWED TO FLOOR JOISTS Wali Sheathing f Nail 8d [Penny] at Lu 6" ox. Perimeter, 12" ox. FIRST FLOOR 2x10 FLOOR JOISTS g E6" O.G. � WITH R-30 BATT INSULATION Field [Intermediate] _ Floor Sheathing , Nail 8d MINIMUM 8" TO FINISH GRADE SLOPE GRADE AWAY FROM BLDG. / B y., GROSS BRIDGING (7YP) [Penny] at 6" ox. Perimeter, 16116 Reinforcing see SG1.2 _ c 12" ox. Field Intermediate] 'X M6i - DOUBLE 2x6 PRESSURE TREATED °, 10" (VERIFY) CONCRETE WALL SILL WITH SILL GASKET a o (TYPICAL) SLO E HEADER O o �+ o 2x10 FLOOR JOIST o O ANCHOR BOLTS 6 O.G, ITUMINOUS DAMPROOFING lz7 A (3) 2x12 BUILT-UP BEAM o ° (BELOW GRADE) W o _NT 3 V2 GONG. FILLED o ae O a STEEL LALLY e V a o a ,� Zx12s @ 1 '+ CONTINUOUS COLUMN PAP "o -tea . t FOOTING 2'-0x I'-O ll STAIR ""rRING BASEMENT SLAB 4" POURED CONCRETE SLAB A' —-— 'r' `$� �` r 1i'•• ra �G •. •o> .ne P,a -v e OVER CRUSHED STONE ro" 14' o" 14' o" Date 8.17.15 4" RIA. WEEPING TILE W/ 10" x 20" CONCRETE FOOTING 6" GRUSHEP CLEAR STONE EXTENSION Job # 15217 1 W/ RED ROSIN PAPER FRAME WALL SECTION SECTION A-A a6 STAN SG-4 NOT TO SOLE NOT TO SCALE 0 Header to extend Header to extend --- - - --- oover o Panel o ver a ane c 6 — 16d Sinkers Stud Header Splice option after Foundation Pour, /f to Header Connect Plate to Header required V Option to STID14 Strap N L-ith 2 rows 10d nails (9 12" o.c. Shea thing edges v4 Rebar rdth a I minimum length substitute n n n o° oi2xembedment ° o ° T o o. length:12 ° One ¢4 rebar HILUS hold down in shear coneSimpson LSTA24 Strap I 3 ro � ° 12' Min-at each end of opening I nai/s o with SIBS 2.5 inch on inside face of wall rebar lengtho.c. screws, drill 5/8" c,tConnect Sheath� o ��:Connect P/ate to Header Header with 8d slDiameter anchor I \ i :.with 2 rows 16d Sinker in 3" o.c. G , rrrNai/s 3" o.c. as shown _ �t� 'bolt 8 p;-'.�. I j 30"" End y� N Sheathing Splice \ ;n. Rebar Distance ,. embedment a a h Mia from 3 0 o c o Blocking for sheathing location Length l (�2"min.`" I I I I I end of concrete from corner Hilti Hy-2 00 c o o 0 �� 4' above top of 1Y 1 foundation. Connect + 8d Nails—A/l Studs, u r with (3) — 16d Sinker Nails Plates, Si//s & I) Typical STtIDt4 End Installation v o o Blocking @ 3" c.c. tNocornerreturn} epoxy or Powers oaIlk Zi Additional studs C 100 o for Garage Doorcc End InstalianontionAllowable Tension Loads A Gold epoxy Connect Studs with 2 rows g at3Ri'EndDistance(DF/SPISPF/HFj j lOd nails 4" o.c. if needed Madel Na. -- d I �r � Stemwail Width ��ppp f� STH (2) — 5/8" Anchor Bolts / STHD10 2095 use S 1 HD 14 with 2"x2"x3/16" Washer Plate 1\ y STHDi4 3105 3645 4500 AJ07 Bolts, 7" embed. (min.) Simpson STHD 14 Strap Te —.— "_._....._......_... Hold Down at each end 1.loads based on 2500 psi minimum concrete strength. of wall pane/s. (typ.) 2.Allowable loads have been increased for•mind or earthquake load durations 14" Embed. min,1 in Conc. :+ith no further increase allowed:reduce where other load durations govern. 3.For dimensional information and required fasteners,refer t° to table on page 42. Gelinas Structural Engineering LLC 4.For increased 420 End Distance in 8°stemwaits,loads can be 579A North End Blvd increased to 4200 lbs. 5.Allowable loads also apply to rim joist models. Prescrip ti ve Design 6.Testing to new 1CC-ES acceptance criteria to be completed in 2009. Based on /RC 2009 Reference www.strongtie.cam for latest loadsandinformation. Salisbury MA 01952 See See Porta/ Frame Plan Plan Ph 978.465.6436 [danlgelinas@comeast.net] 1'_4" Coordinate with Garage 1'-4" Repeat for Section R602 (min.) oor roughopening (min) Doub/e Door See Garage Door T ical Seismic StrapAt arae oor enings Sheathing requirements Garage Door Note to Scale 11-011, 6-0 Framing & Sheathing Requirements (max. (max.) + o � � c q 1/2" dia. (min.) AJ07 steel �4 anchors bolts with a minimum Z" embedment of 7" into foundation. 2 bolts (min.) per sill plate, p Lally column cap , {'` �r� 4" min. and 12" max. from each [� �► Simpsom LCCr „ end of the sill plate section. Lally or equal 4 �t 4 4 Ate.:. column A Alt, Lally bottom & base -^ Anchor Bolt plate embedded ` Placement in concrete slab � �'�:A � r Date 8.17.15 Job # 15217 Lally Column De tail SG-5 NOTES: ' WINDOW SIZES AND GRILL PATENT TO BE VERIFIED ) ' WITI-! SUPPLIER -s�'SAL C v a O 1' '-0,. 8`-0" C V 16'0" (Not to Scale) •� Double 2x10 121 H Joist Ca_� all steel slash windows .a LU UW ? N W— A O M o 2 x 10 FLOOR JOIST 16" O.G. _ N 2 x 10 FLOOR JOIST 16" O.G. C o Double 2x10 °1 @ 16" O.C. Solid Blockin M ° Beam 'i 1 ° Span 16 ft €_ == __ -- -- -- --- --- --- --- -- =_ =_ =_ __ __ __ __ ,r - == == = = == - -3 A [4] 1 /4 x � � = - __ == LU DOUBLE __ __ __ __ _ _ N - -- -- - - -- 11 -7/8" LVL (5) 2x12 Built- ° truss lock screw a , LLI Up Beam m m m top io s e a� -or R °n Solid Blocking — ° — — — 8 ° — — (3) 1 3/4 x 9 1/2 1 x1 �- - LVL � - - - - - - - - - � c � DOUBLE X10 12" O.G. I-A [� it O ILE yO JOIST HANGERS 2'0" 12'-0" 2'0" C TYR) Date 8.24.15 12'-g" 12'-6" 12'-9" Job # 15217 i 6'0" (Not to Scale) 38'-0" SG 6 • 54'0" (Not to Scale) First Floor Framing Plan A U NOTES: ' tFa . z5 c"=RU R i_ �+ 4-0WINDOW SIZES AND GRILL PATENT TO BE VERIFIED �o, WITH SUPPLIER a a 38'-0" O Beam 201 / 3 - 1.75 x 9 -1/2 LVLs •� wo a,o e� AAo� � 2 x 10 FLOOR JOIST 16" O,G. _ Solid Blocking .� B21- (2) 1 3/4 x 9 1/2 VL 0 - - 00 -- -- -- -- -- -- -- -- -- -- - -- -- lu DOUBLE -- -- -- - - N O 2x4 WALL BELOW L1 W m InJ a Q Solid Blocking o DOUBLE .r x10 12 O.G. O � O 0 JOIST HANGERS l TYF'J 12'-6" 12'-9" Date 8.24.15 Job # 15217 38'-0" • SG 7 2nd Flog Framing Plan i 3'2.,, tQaCli a o UUll C V --- --- --- --- --- --- - --- --- ----------------------- -------------- ------------------------------------- ----------- d --- - - --- -- - d > N 2 x'10 RAFTERS ; Q w kn S 16" O.G. ( Double @a 32" O.C.) 2 x 10 RAFTERS en 2x8 Collar Tie @ 16" O.0 1 j i 16° o.c. W Q Nail 7-12d F- tCU �o 2 x 12 CONTINUOUS RIDGE [2]-1-3/4 x 14" i ;! N z •o , 9-0 09-W M IIIHM (2) 1 1/2 x 9 1/2 LVL Header , C ' [2]-1-3/4 x 14" LVL 2 x 10 RAFTERS or 16" O.C. ; 2 x 10 RAFTERS [3]-1-3/4 x 9-1/2" LVL 16" O.C. 2 2x8 Collar Tie Qa 16" O.C. a� C , Nail 7-12d- ' o � Q� ------ --- ------- --- --- --- --- ---- ----- --------------------- Eave Blocking -- - ' o , 2 x IO RAFTERS 16 o.c. See Detail 2 x 12 CONTINUOUS 2 x 12 CONTINUOUS RIDGE RIDGE Date 8.24.15 Job # 15217 Roof Framing Plan SG 8. 1 C.T O Z O � W W to C Cq LL 0) M LU !( � Lo 1 " J 0O V' ¢ 25 00 4C M -00) � — � G c� C . � a A3`� 114 A r c� • 1�1�1! 1. ( �• �`to . : . . �;. All k, Toe Nall 44 �t Or r � 1 All 14140 z - ��, �$. � 2�, iv � 5 i ►�SGS v� �n� ° ^, � 41 oki �S Eave Blocking Detail Eave BlockingDetail Aug 10, 201 JOB NO. At Raised Seat / Platform 15816 At L Cs-it ed Ceiling Joist SHEET NO. (Scale 1 1/2" - F-0") SG-8.2 (Scale 3/4" - 1'-011 ) • Simpson i wo DTTZ2 Lateral Ties or NOTES: Two HDU-2 Lateral I) NUMBER OF STEPS TO BE SITE DETERMENED Deck Support a 2 x 10 P.T, JOIST �+ r.+ DOUBLE OUTSIDE 2 x 10 JOIST a BOTH SIDES 12'-0" 5/4 x 6" DECKING DOUBLE 2 x 10 RIM JOIST \� C � bA bA W > N OVER HANG „ C \p ------ ---- SNT .F.i M „ o 12" Sono IIYBE ; (3 PLCS)- I ' ' _ L7 V1 Q, B D-I , o ' ---------------- - - ----- - --------- o ---------- a 10" SONAR TUBE / CONCRETE PAD � O OUTLINE OF DECK USE SIMPSON STRONG-TIE DECK PLAN LSCZ WITH HDG NAILS Date 8.24.15 2x12 P.T. Stringer @a 12" O.C. =� Finish Sono TUIBE LAYOUT Job # 15217 `"'�8" Concrete Pad 3/1611-11011 No. x` � SG 9 SECTION B-E5 L COOPER FLASHING (MIN. 12" UP ON SHEATHING) 2 x 10 RIM JOIST 5/4 x 6" P.T. DECKING C 2x10 P.T. JOIST 2 x 10 P.T. JOIST a 16" O.G. JOIST HANGER UJ/NAILS u u 2XIO FLOOR JOIST C •� Wn L 0 W DOUBLE 2x10 OUTSIDE REM JOIST _ '� BUILT-UP BEAM 1 ilmpSo H2.5A (2) 1/2" x 8" GALVANIZED ° °a a .°4 a v W Each Joist LAG BOLT # WASHER 8" O.C. °.e a e .0 a°e a e a a INTO EXISTING WALL STUD `° 6`4 d`° �`° 2 x 10 P.T. LEDGER BOARD °° ° °- ° a ° rn SIMPSON SGS POST D D D Q� V1 CAP TYP. °D° .°6° .°16'4 Simpson AB standoff post box typ. 6 x 6 P.T. POST ", 1/2" Diameter drilled expansion ��— 10 CONCRETE FOUNDATION 'D ° ° ° bolt 3 1/2" embedding DD o a 12" CONCRETE SonO TUBE D a D 4'-0" BELOW GRADE (TYPICAL) ,° W ZZ ' 0 � s 121_11 4 h, Date 8.24.15 Job # 15217 SG 10 SECTION6