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HomeMy WebLinkAboutBuilding Permit #551-13 - 273 BERRY STREET 2/4/2013 i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0:✓!' -�/ /3 Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION 27 3 ,S PROPERTY OWNER_Jak r i rin7-qe,-t81CQ t QPrin 100 Year Old Structure ,esMAPNO: PARCEL_ZONING DISTRICT; Historic District es no Machine Shop Village yes. n . TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ANew Building KOne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic XWell ❑ Floodplain ❑Wetlands ❑ Watershed District 0 Water ewer �j UJ ' I p J` �j�,�//D� SCRI TION OF WORK TO B�/Ey�PE FORME0-700 /D::: S G IN �V cJ�Y�V�V�Q r � Y 1 I Y i I iIq /`��-�' v �� Z C,4< G v9tz r i dentificat'on Pleale Type or Prin early) OWNER: Name: �� Z �12fr4 Phone: 9-'172 7 X 76 7 Address: CONTRACTOR Name: Cwt'- ���. &VZr,, (0C Phone: 5d8— 3 Z?—5?6 Address: eAjlq Supervisor's Construction License: UhSZ -5)3L43 Exp. Date: Home Improvement License: Exp. Date: II _ ARCHITECT ENGINEER CIn121S IV9 �- ��I -�.6 ,1 N hone: q-78 - 373-030 f / J Address: I too 5unirneK S!-- h/ tj)el.Ckll! IVIf Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ ��6 `�, 0 O f) FEE: $ Check No.: '� OJ Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the g anty fund �Signature of Agent/bwher. Signature of contracto Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan El Stamped Plans ❑ Location No. 7 / Date —Z 15 • - TOWN OF NORTH ANDOVER • 4 ` Certificate of Occupancy $ /00 Building/Frame Permit Fee $�3s 6 Foundation Permit Fee $� Other Permit Fee $ 3# TOTAL L, x Check# 4 %1 26135 —`7 Building Inspector ~ _ i Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans �❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM I DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signaturr" 4re'�� COMMENTS_ '�� 13 , HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes y tPlanning Board Decision: Comments ro Conservation Decision: —Comments- 2-7- I , omment27- 1 ,? Water & Sewer Con nection/si natur Driveway Permit "`� �� ► lav` DPW'Town Engineer: Signature: A 711 Located 384 Os ooStreet FIRE DEPARTMENT - Temp Dumpster on site yes no E � Located at 124 Mairl`Street Fire Department signatureldate COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: 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 5�orKpt9 1 r �' _ VZ B Notified for pickup - Date ' f t Doc.Building Permit Revised 2010 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 o Building Permit Application o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application Li Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract Li Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm;tted with the building application Doc: Doc.Building permit Revised 2012 4 2012 11:48AM Palmer Russell company 978-777-8010 page 1 1 1�gi !i fit !vw IS$ g tj 011N gJ it C; Hip Ile. Eli; 'R 1q, Ali fill, Ilk" jilt, p. 011, ",qy oil �Jpi iMi I N IJ IV 6 M g,1�1 Ml 1-�i ir Rol IT Ail A F ( 9 �7S 1CHU`'Et CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 551-13 on 2/4/2013 Date: March 5, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 273 Berry Street 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: John C. Fitzgerald 26 Upton Hills Lane Middleton,MA 01949 Building Inspector Fee: Prepaid$100.00 Receipt: 26135 Check : 4701 NORTH own of ndover O _ - 0 No. ver, Mass, G= , COCNICNl WICK S U BOARD OF E LTH PERMIT T 1/1110ood/Kitchenwi � Septic System THIS CERTIFIES THAT .........° .:: :%:..:'..'.....:..-............ ..'. ....: ::. .. ............................................... BUILDING INSPECTOR :, ;Foundation has permission to erect.......................... buildings on ....:: .............:.... .....:........................................ !i i r._.. . ugh' to be occupied as ...................... ...... ..........:..... .�......:'......... ..............................f .................................................. : ney provided that the person accepting this permit shall in every respect conform to the terms of the application Fina on filein 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 INSPECT � VIOLATION of the Zoning or Building Regulations Voids this Permit. Roug 26 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL-INSPE TOR UNLESS CONSTRUCTION STARTS ough � u_ '/ r ...............:: y ...:.: .: :..T .................................. .... BUILDING INSPECTOR Final � _ // _2J.- GAS INSPE /0 TOR &� 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 ��J/ Street No. ? 3 L 1t/ Smoke Det. ffr SEE REVERSE SIDE G 1` NORT/1 q APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION A°R^re° BUILDING PERMIT # s �3 �SSACHUS ADDRESS/LOCATION OF PROPERTY: 273 3e&12V S I Map Parcel Lot Number_ SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: 3 12OP-1 FIV (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 SIGNATURE Permit Issued to: Address: P, ROUTING r _ TOWN ENGINEER, SITE PLAN-DRIVE-WAY REVIEW r J d � CONSERVATION PLANNING ❑ DPW-WATER METER p /L `�'wc�, � 7 SEWER CONNECTION cit 6✓c l! �� � �� -c,a DPW MUST INDICATE THAT THE N AT METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW ( 4 (A71J SIGNATURE File:Application for OC form revised Jan 2007/2011 Enter construction cost for fee cal - North Andover Fee Cakulat%On Construction Cost $ 3639000.00 m $ - $ 4,356.00 Plumbing Fee $ 544.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 544.50 Total fees collected $ 5,545.00 273 Berry Street 551-13 on 2/4/2013 New Construction Single Family Home 4 Bedroom, 2.5 Baths, 2 Car Garage LAWRENCE H. OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01.833 978-352-8318 fax 978—352-2858 cell: 978-502-5921 March 29,2013 Mr. Gerald Gerrier 22 Edgemere Rd. Muddleton,Ma. 01949 RE: 273 Berry Street,North Andover,Ma. 01.845 Dear Mr Gerrier As you requested I visited the site 3/29/13 to review the installation of the Engineered Materials consisting of LVLs utilized in the framing of the above project. These are shown on plans prepared by Alan Carroll dated 12/18/13 with the framing sheets certified by me 1/28/13. Based on the above site visit and based on what I could visibly see. I can certify that to the best of my knowledge the LVLs members utilized in the framing as shown on the drawings are installed properly and meet the loading conditions of the 8th Edition of the Massachusetts State Building Code for 1&2 Family Residences All other framing requirements of the drawings and code, including but not limited to materials,nailing schedules,blocking,connections, manufacturers installation requirements and other details are the responsibility of the licensed construction supervisor responsible for the project. Should you have any questions please do not hesitate to call. Yours tndy, (tence H. Ogden P.E. Structural 27765 %Ili OF, WREN y� g HAROLD N y ai 65 <1 LAWRENCE H. OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978—352-2858 cell: 978-502-5921 March 29,2013 Mr. Gerald Gerrier 22 Edgentere Rd. Muddleton,Ma, 01949 RE: 273 Berry Street,North Andover,Ma. 01845 Dear Mr Gerrier As you requested I visited the site 3/29/13 to review the installation of the Engineered Materials consisting of LVLs utilized in the framing of the above project. These are shown on plans prepared by Alan Carroll dated 12/18/13 with the framing sheets certified by me 1/28/13. Based on the above site visit and based on what I could visibly see. I can certify that to the best of my knowledge the LVLs members utilized in the framing as shown on the drawings are installed properly and meet the loading conditions of the 8th Edition of the Massachusetts State.Building Code for 1&2 Family Residences All other framing requirements of the drawings and code, including but not limited to materials, nailing schedules,blocking,connections, manufacturers installation requirements and other details are the responsibility of the licensed construction supervisor responsible for the project. Should you have any questions please do not hesitate to call. Yours truly, (ten:e H. Ogden P.E. Structural 27765 OF WREN( ��yG HMO � # vGMN a V r 6$ ' ate. :'::,•,�4iw i�� Y S1R EET - gERR 2p0.0 15.7' 58.2' NO .w EXISTING FOUNDATION ELEVATION=132.3' NO O .O 273 BERRY STREET 14 OF*, MICHM J. No.3319 _90 .3' E6 I CERTIFY THAT THE V n PMARYSTRUCTURE SHOWN CONFORMS FOUNDATION L OCA TION TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE LOCAL APPL/CABLEZONING BY-LAWS/N EFFECT WHEN CONSTRUCTED. PLAN (IMSREST CERTIFICATION DOES NOT CONS/DERANYOTHER RESTRICT/ONS SUCHAS COVENANTS,WETLANDS.EASEMENTS, ORDERS OF COND177ONS,ETC.)THIS DRAWING SHALL NOT BE USED BY THE CL/ENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED ABOVE,E IMTH THE WRITTEN PERMISSION OF CLIENT ERIC CUDMORE CHRIST/ANSEN 8 SERGIRGI INC FURTHERMORE THIS DRAW/NG/S THE COPYRIGHTED PROPERTY OF CHRISTIANSEN&SERGI INC. THIS CERTIFICATION/S MADEAND LIMITED TO THE ABOVE CLIENT AND ANY UNAUTHORIZED USE IS PROHIBITED.CHRISTIANSEN& LOCATION. NORTH ANDOVER,MA. SERGI TAKES NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OFTHIS DRAWING OR ANY/NFOR-MAT/ON CONTAINED HEREON. DA TE:2/28/13 SCALE: 1"=40' SEE VARIANCE.•N.E.R.D. 12671 PG.301 PROFESSIONAL ENGINEERS& LAND SURVEYORS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 D WG.NO.:93005.001.019 Town ,oft E _ Andover 0 , � � � No. — I t L^K, h ver, Mass, a COCHIC".WICK 1. /y - U BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT .....PERM! T /c BUILDING INSPECTOR Y............................... .. ............................................... has permission to erect.......................... buildings on �. ..7. .�,.��^_y, ,� Foundation .. .......................................... Rough to be occupied as ............. 11/ °al / Chimney .... .... . .. ... .... .. ..... ... .. . ... . ........ . provided that the person accepting this permit shall In everyrespect.co .form. .to.the.terms. .of.the. .app. .lication on file in this office, and to the provisions of the Codes and By-Laws r lating to the Inspection,Alteration and Final Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION ST RTS Rough Service- .............. ..... . ... BUILDING INSPECTOR. Final Occupancy Permit Required to Occupy Building Rough GAS INSPECTOR Display-in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and. Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. i Rightfax N3-2 1/30/2013 5:50:02 AM PAGE 2/002 Fax Server '11__all CERTIFICATE OF LIABILITY INSURANCE DATE( /30/2013 YYYYI TIFICATE 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 he terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to he certificate holder in lieu of such endorsemen s. PRODUCER CONTACT NAME: APPLEBY&WYMAN INS AGCY PHONE FAX 52 CONANT ST (A/C.No,Ext): (A/C,No): E-MAIL BEVERLY,MA 01915 ADDRESS. 26M INSURER(S)AFFORDING COVERAGE NAIC 0 INSURE) INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA JERRY GERRIOR JR.,LLC INSURER B: INSURER C: INSURER D: 22 EDGEMERE ROAD INSURER E: MIDDLETON,MA 01949 1 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: -'MWPMT THE PO CIE LISTED OW 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 POLICES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMIDMYYYY) (MWDDttYYY) LIMITS GENERAL LIABILITY :ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE [:]OCCUR. DAMAGE EMISES Ea occurrence) $ ED EXP(Any one person) $ RSONAL&ADV INJURY $ GEHL AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY E3PROJECT[:]LOC ODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY S (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTIONS $ A WORKER'S COMPENSATION ANDX WC STATUTORY OTHER EMPLOYER'S LIABILITY YM UB-0326N585-12 04/02/2012 04102/2013 ITS ANY PROFERITOR/PARTNER/EXECUTIVE a N/A E.L EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONSNEIICLESIRESTRICTIONSJSPECiAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION NORTH ANDOVER BUILDING DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERS) ATTN:GERALD A.BROWN IN ACCORDANCE WITH THE POLICY PROVISIONS. 1600 OSGOOD ST BLDG#2 STE 2-36 AUTHORIZED REPRESENT VE f N.ANDOVER,MA 01845 tA y ;, )^�-t• t. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION. All rights reserved. l ACORQ CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) 04/21/2011 PRODUCER 978.922.Z288 FAX 978.922.2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Appleby & Wyman Insurance Agency Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 152 Conant St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Beverly, MA 01915 INSURERS AFFORDING COVERAGE NAIC# INSURED JERRY GERRIOR JR LLC INSURERA: Peerless Insurance Company 24198 22 EDGEMERE RD INSURERB: Phoenix Insurance Co. 25623 1 MIDDLETON, MA 01949 INSURER C: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NS TYPE OF INSURANCE POLICY NUMBER DATE MMID DATE MM/D GENERAL LIABILITY CCP8403709 03/15/2010 03/15/2011 EACH OCCURRENCE $ 1,000,OU DAMA E TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,0 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,0001 A PERSONAL&ADV INJURY E 1,000,0001 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY JET LOC AUTOMOBILE LIABILITY BA1949M637 03/31/2010 03/31/2011 COMBINED SINGLE LIMB ANY AUTO (Ea accident) $ 1,IOU,00 ALL OWNED AUTOS BODILY INJURY $ rxxx SCHEDULED AUTOS (Per person) B HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTOOTHER THAN EA ACC S AUTO ONLY: AGG E EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR FICLAIMS MADE AGGREGATE $ i DEDUCTIBLE $ RETENTION E $ WORKERS COMPENSATION W TAT - TH AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETORIPARTNERIEXECUTIVE(Y� E.L.EACH ACCIDENT $ J OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE E N yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT I E OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS & C LLC is named as additional insured per written contract with respect to general liability. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN P & C LLC NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 2 Central Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR PO Box 499 REPRESENTATIVES. Middleton, MA 01949 [Lisa UTHORIZED REPRESENTATIVE Marciano AL ACORD 26(2009/01) FAX; 978,777.1082 ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD LAWRENCE H.-OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978 352-2858 cell: 978-502-5921 March 29,2013 Mr. Gerald Gerrier 22 Edgemere Rd. Muddleton,Ma. 01949 RE: 273 Berry Street,North Andover,Ma. 01845 Dear Mr Gerrier As you requested I visited the site 3/29/13 to review the installation of the Engineered Materials consisting of LVLs utilized in the framing of the above project. These are shown on plans prepared by Alan Carroll dated 12/18/13 with the framing sheets certified by me 1/28/13. Based on the above site visit and based on what I could visibly see. I can certify that to the best of my knowledge the LVLs members utilized in the framing as shown on the drawings are installed properly and meet the loading conditions of the 8th Edition of the Massachusetts State Building Code for 1&2 Family Residences .All other framing requirements of the drawings and code, including but not limited to materials,nailing schedules,blocking,connections,manufacturers installation requirements and other details are the responsibility of the licensed construction supervisor responsible for the project. Should you have any questions please do not hesitate to call. Yours truly, 6encs H, Ogden P.E. Structural 27765 ,W OF WRENCE�acyG o HAROLD to t cDHV Z 9 t y 66 Q l> UNAL ft r4REScheck Software Version 4.4.4 l Compliance Certificate Project Title: House # 12-84, 28 x 38 Colonial Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 1,726 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 273 Berry Street Gerald Gerrier North Andover,MA 22 Edgemere Middleton,MA 508-328-5965 • • • UA trade-off Compliance: 2.7%Better Than Code Maximum UA: 375 Your UA: 365 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 AssemblyGross Glazing • or Door LIA LI-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,804 38.0 0.0 54 Wall 1:Wood Frame, 16"o.c. 2,656 20.0 0.0 134 Window 1:Vinyl Frame:Double Pane with Low-E 256 0.300 77 SHGC:0.00 Window 2:Vinyl Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.00 Window 3:Other 13 0.560 7 SHGC:0.00 Door 1:Solid 56 0.350 20 Door 2:Glass 40 0.300 12 SHGC:0.00 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,726 30.0 0.0 57 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 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Alan Carroll - Designer Dec. 28, 2012 Name-Title Signature Date Project Title: House#12-84,28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and SettingsWlan\My Documents\REScheck\12-84.rck Page 1 of 8 CREScheck Software Version 4.4.4 �(J Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: House#12-84,28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and Settings\Alan\My Documents\REScheck\12-84.rck Page 2 of 8 2009 IECC Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 103.2 !Construction drawings and ❑Complies [PR1]' documentation demonstrate energy ❑Does Not Comply code compliance for the building []Not Observable envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 'documentation demonstrate energy ❑Does Not Comply' [PR3]' code compliance for lighting and ❑Not Observable ' Q mechanical systems.Systems serving ❑Not Applicable !multiple dwelling units must demonstrate compliance with the commercial code. 403.6 ;Heating and cooling equipment is Heating: Heating: ❑Complies ' [PR2]2 ;sized per ACCA Manual S based on Btu/hr ' Btu/hr ❑Does Not Comply loads per ACCA Manual J or other : Cooling: Cooling: ❑Not Observable ' approved methods. Btu/hr j Btu/hr El Not Applicable ' ' ' Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: House#12-84, 28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and SettingsWlan\My Documents\REScheck\12-84.rck Page 3 of 8 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to `❑Complies [FO11]2 ,protect exposed exterior insulation ❑Does Not Comply, and extends a minimum of 6 in.below .❑Not Observable grade. [:]Not Applicable 403.8 Snow-and ice-melting system ;❑Complies [FO12]2 controls installed. ❑Does Not Comply; UM �❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: House#12-84,28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and Settings\Alan\My Documents\REScheck\12-84.rck Page 4 of 8 2009 IECC Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies table for 402.3.4 ❑Does Not Comply:values. [FR1]' El Not Observable ❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies table for 402.3.1, ;average). []Does Not Comply;values. 402.3.3, ❑Not Observable ; 402.5 [FR2]' : ❑Not Applicable 303.1.3 U-factors of fenestration products are ❑Complies [FR4]' :determined in accordance with the ❑Does Not Comply; NFRC test procedure or taken from ;the default table. ❑Not Observable ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U- U- ❑Complies [FR8]' :space have a maximum fenestration ❑Does Not Comply' U-factor of 0.50 in Climate Zones 4-8. ❑Not Observable New glazing separating the sunroom :from conditioned space must meet :code Applicable :code requirements. 402.3.5 ;Sunrooms enclosing conditioned U- U- ❑Complies [FR9]' ;space have a maximum skylight U- ❑Does Not Comply factor of 0.75 in Climate Zones 4-8. ❑Not Observable ; ❑Not Applicable j 402.4.4 ;Fenestration that is not site built is ❑Complies [FR20]' :listed and labeled as meeting ❑Does Not Comply AAMANVDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 that do not exceed code limits. ❑Not Applicable 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply: labeled to indicate 2.0 cfm leakage at ❑Not Observable 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- R- ❑Complies [FR12]' R-8.All other ducts in unconditioned R- R- ❑Does Not Comply ;spaces or outside the building ;❑Not Observable :envelope are insulated to R-6. : []Not Applicable 403.2.2 ;All joints and seams of air ducts,air !❑Complies [FR13]' handlers,filter boxes,and building �❑Does Not Comply cavities used as return ducts are ❑Not Observable sealed. ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply: 414) ❑Not Observable ❑Not Applicable 403.3 ;HVAC piping conveying fluids above R- R- ;❑Complies [FR17]2 :105 IF or chilled fluids below 55 OF :❑Does Not Comply' are insulated to R-3. y� ❑Not Observable : ❑Not Applicable 403.4 Circulating service hot water pipes are: R- R- ❑Complies [FR18]2 insulated to R-2. ❑Does Not Comply I❑Not Observable j❑Not Applicable 403.5 'Automatic or gravity dampers are '❑Complies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply ;exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: House#12-84,28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and Settings\Alan\My Documents\REScheck\12-84.rck Page 5 of 8 2009 IECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 'All installed insulation is labeled or the '❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply '❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies table for 402.2.5, ❑ Wood ❑ Wood ❑Does Not Comply values. 402.2.6 j ❑ Steel ❑ Steel �❑Not Observable [IN1]1 ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.6 !manufacturer's instructions,and in ❑Does Not Comply [IN2]' substantial contact with the underside o ❑Not Observable f the subfloor. I ❑Not Applicable 402.1.1, I Wall insulation R-value. If this is a R- R- ❑Complies ;See the Envelope Assemblies table for 402.2.4, mass wall with at least%of the wall ;❑ Wood ❑ Wood '❑Does Not Comply:values. 402.2.5 insulation on the wall exterior,the [IN3]1 ;exterior insulation requirement :F] Mass j❑ Mass :❑Not Observable Steel Steel ❑Not Applicable applies. [J Steel 303.2 ;Wall insulation is installed per '❑Complies [IN4]' :manufacturer's instructions. ❑Does Not Comply Q ;❑Not Observable ; !❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- R- ❑Complies ; [IN8]' minimum R-value of R-13.New walls ;❑Does Not Comply separating the sunroom from :❑Not Observable ;conditioned space must meet code ❑Not Applicable requirements. 303.2 ;Sunroom wall insulation installed per ❑Complies [IN9]' !manufacturer's Instructions. ;❑Does Not Comply ❑Not Observable ; ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]1 I R-value of R-19 in Climate Zones 1-4, 3❑Does Not Comply and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is installed ❑Complies [IN11]' :per manufacturer's instructions. t❑Does Not Comply; i❑Not Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact Tier 1 2 Medium Impact Tier 2 3 Low Impact Tier 3 Project Title: House#12-84, 28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and Settings\Alan\My Documents\REScheck\12-84.rck Page 6 of 8 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, :Ceiling insulation R-value.Where>R-: R- R- ❑Complies j See the Envelope assemblies table for 402.2.1, 30 is required,R-30 can be used if ❑ Wood ❑ Wood ;❑Does Not Comply:values. 402.2.2 insulation is not compressed at eaves. ❑ Steel ❑ Steel ❑Not Observable [FI1]' R-30 may be used for 500 ft2 or 20% ;❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 i manufacturer's instructions.Blown ;❑Does Not Comply [FI2]' ;insulation marked every 300 ft2. ❑Not Observable I ❑Not Applicable 402.2.3 Attic access hatch and door insulation ; R- R- ❑Complies [F13]1 R-value of the adjacent assembly. ❑Does Not Comply 3 ❑Not Observable ; ❑Not Applicable 402.4.2, ;Building envelope tightness verified ACH 50= ACH 50= ❑Complies ; 402.4.2.1 by blower door test result of<7 ACH ❑Does Not Comply I [FI17]' at 50 Pa.This requirement may :❑Not Observable 14 instead be met via visual inspection, E]Not Applicable in which case verification may need to :occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [F18]2 :gasketed doors and outdoor []Does Not Comply: ?combustion air. Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness test cfm cfm ❑Complies [F[4]' ;result of 8 cfm to outdoors,or 12 cfm '❑Does Not Comply; across systems.Or,rough-in test ❑Not Observable I result of 6 cfm across systems or 4 E]Not Applicable cfm without air handler.Rough-in test :verification may need to occur during Framing Inspection. 403.1.1 ;Programmable thermostats installed ❑Complies [F 19]2 ;on forced air furnaces. []Does Not Comply ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [FI10]2 heat pumps. '❑Does Not Comply ❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water systems ❑Complies [FI11]2 have automatic or accessible manual []Does Not Comply ?controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters ;❑Complies [FI12]3 for swimming pools. ❑Does Not Comply J ❑Not Observable E]Not Applicable 403.9.2 ;Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. ❑Does Not Comply J ;❑Not Observable ❑Not Applicable 403.9.3 l Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply .J are insulated to R-1 2. Observable El Not Applicable 404.1 :50%of lamps in permanent fixtures ❑Complies [FI6]1 are high efficacy lamps. j ❑Does Not Comply (❑Not Observable ' El Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: House#12-84,28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and Settings\Alan\My Documents\REScheck\12-84.rck Page 7 of 8 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 !Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply J I []Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for mechanical . ❑Complies (FI18)3 ;and water heating equipment have ❑Does Not Comply been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: House#12-84, 28 x 38 Colonial Report date: 12/28/12 Data filename: C:\Documents and Settings\Alan\My Documents\REScheck\12-84.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation . Wall 20.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass& Door Rating • Window 0.30 Door 0.35 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: I Alan Carroll House Plan # : 12-84, 28 x 38 Colonial Ter:978-902-0131 Fax:978-474-1855 Location 273 Berry Street, North Andover E-mail: alan@cdrafting.com Builder : Gerald Gerrier Ceiling Area 28 x 38 = 1,064 1 x 10 = 10 2 x 14 = 28 27 x 26 = 702 Total = 1,804 Floor Area Over unconditioned space 28 x 38 = 1,064 1 x 10 = 10 2 x 14 = 28 24 x 26 = 624 Total = 1,726 Alan Carroll House Plan # : 12-84, 28 x 38 Colonial Te[:978-902-0131 Fax: 978-474-1855 Location : 273 Berry Street, North Andover E-mail: alan@cdrafting.com Builder : Gerald Gerrier Wall Area First Floor Walls 38 + 2 + 28 + 38 + 30 = 136 x 9 . 09 = 1,236.24 Second Floor Perimeter 38 + 2 + 2 + 2 + 38 + 30 = 112 x 0. 83 = 92 . 96 Second Floor Walls 38 + 2 + 28 + 26 + 2 + 38 + 30 = 164 x 8.09 = 1,326. 76 Total = 2 , 655 . 96 Window Area Double-Hung 2 ' -10" x 4 ' -9" , 13. 6 x 16 + 217 .6 2 ' -10" x 3 ' -5" , 9. 8 x 3 = 29. 4 2 ' -6" x 3 ' -5" = 8.5 x 1 = 8.5 Total = 255.5 Casement 4 ' -0" x 3 ' -5" , 13. 7 x 1 = 13. 7 Sidelite 1 ' -0" x 6 ' -8" , 6 . 67 x 2 = 13 .34 Door Area Solid ( 1) 3 ' -0" = 20 (2 ) 2 ' -8" = 35. 6 Total = 55 . 6 Glass ( 1) 6 ' -0" = 40 a r. GRADING DETAIL G LIMIT OF 5fl' 273 BERRY STREET = % -O BUILD ZONE ='' (TYP.) / A6 dL LO LOCATEDIN [NORTH ANDOVER, MA. AREA DATE.-JANUARY 7,2092 e $� EXISTING DRIVEWAY -j (TO BE REMOVED) PROPOSED SEWER PUMP ' CONSTRUCTION- ENTRANCE ONSTRUCTIONENTRANCE / N , 40 / co cy� EXISTING UTILITYPOL 4k' it PROPOSED ' �' '. �,, _ NDERGROU r" / UTILITIES •L, PHtu� u, EXISTI ,: %' rs ! 5 ROP FENCLOO pRrPh (TO BE RE ST(' SEWER F;• ,.' MAIN( ' l" PROFESSIONAL ENGINEERS&LAND SURVEYORS CHRISP NSEN & SERG! INC. re rj IWWWSUMMER M ENGR.COM TEL.9 8--373-0 SSACHUSETTS 0 10 FAX 978372 3960 fC� House Plan # 12-84 28 x 38 Colonial Living Area sq. ft. = 2, 700 III fill III ] ] fill I 27J Berry Street North Ando ver Massachusetts III YWI1 11111 1 [till III Attic TFEU RIGA I P1 — I I I I I I I I 1 11 1 1 11 1 1 11 11 1 1 11 1 1 11 1 11 OD 11111 Second ® � Ell ® ® 10 ® L-H ff 7. first _ Approx. Fnish Grade ; , , ---------------------------------------- ------------- Basement Gerald Gerrier -------------- :------------------------------------------- , ----------------------------- -------------------- ----------- ------- 22 EEdgemere House 41 12-84 Middle tori, . MA Front De va tion 508-328-5965 Notes: 3116 * Design Criterla IRC 2009 as amended by Ucssochusetts Residential Drawing print out date. Foot-print Dimensions = 30' x 64' Building Code - 8th Edition. c Copyrighl-Alun Corrol// olonlal Drurh'ng All Righls Reserved All dimensions to be field verified and changes mode accordingly. DECeI7�b2/' 1C9, 212 __ - - -- --- _-_- ____ an arra - - --- --- * -Extenor siding,--trim, mouldings"dhd defai/s are peg builder specifications, q * Window & Doors: Mf'r., size, design, layout and details per builder, '.2 &,4,, I978-902-013/ * When this drawing is 11 x 1? it is the scaleos indicated. _ {yE-mail: olon9cdrafting.com v I - Hurricane clip /oof Simpson H2.5A zx 8l -L P inlsrhuc. A-r'r�►z Rafter on inside 3TP-AP IS (N$TAU-C 0 X (3J - 2 x 12 Basement Girder - Max. Lally Column Spacing I x 6 $t MFS-6J 'C'S 2 Z Blocking STRfkP 7-10d-i Ye," 1 Bul/d! lUldth ZO 22' 14' 26' 26' 30' 36' �- "TO fZ 1-�(2 A-ti p Supporting i G I e.1 nk 01 N T One Floor /O=?" 9=10" 9:b„ 9'?„P B_6„ y � Fascia- ;; N7wo Floors 7-2 b'-11 6-9 6=6b'--? 5'-B Soffit 71, �, SlaHpsta/v k�2.511 �VRl21GAN A GLI(' Interior Bearing Woll Headers - Maximum, Spans Standard Soffit _ 20 Buildin28 Width 36' Raised So ffi t Size Span, NJ Spar. NJ Spar N,/ 2-2x4 3'-1" i 2'-8" 1 2'-5" 1 2-2x6 4'-6" 1 3'-11" 1 X-6" 1 1/4" Shrinkage Gap ( min. ) 2-2x8 5'-9" 1 5'-0" 1 4'-5" Z Supporting 2-2x10 7'-0" 2 6'-1" 2 5'-5" 2 3/4" Sheathing Ore Floor 2-2x12 8=1" 2 7'-0" 3-2x8 7'-2" 2 6-3" 2 2x Floor Joist 1 6'-3" 1 5'-7" 2 3-2x10 8'-9" 1 77" Z 6'-9" Z 3-2x12 10'-2" 2 8'-10" 2 7'-10" 2 I I LUS Hanger Center Beam 2-2x4 2"-2" 1 1'-10" 1 1'-7" 1 Double Shear Strapping (2) - Layers 5/,8" Type-X 2-2x6 X-2" 1 2'-9" 1 Z'-5" 1 wallboard wrap around 2-2x8 4'-0" 1 3'-6" 2 3'-2" 2 L t L Beam Wallboard Supporting 2-2x10 4'-11' 2 4'-3" Z 3'-10" 2 I / Two Floors 2-2x12 5'-9" 2 5'-0" 2 4'-5" 2 Gara e L V L Beam 3-2x8 5'-1" 1 4"-5" 1 3'-11" Z Flush Framed Beam 9 3-2x10 6'-2" 1 5'-4" 2 4'-10" 2 3-2x12 7'-2" 2 6'-3" 2 5'-7" 2 NJ = Number of Jock Studs supporting each end 1 - 4 Rebar ClAnchor 2x6 p,t. 12" (max.) ° within 17"of 2x6 k.d. Exterior Bearing Woll Heoders - Maximum Spans D Top of Wall h sealer o —2x Bottom Plate Ground Snow Bui/din Widih, Load 50 psf ° Bolts 2x Bond Joist 20" 28' 36' Size S or, NJ Spar. NJ S an NJ a D ncrete 2x Floor Joist Supporting 2-2x8 5'-11" 2 5'-2" 2 4'-7" 2 ° ndotior,Roof 2-2x10 7'-3" 2 6'-3" 2 5'-7" 2 D Sill. 1-?.x6 P.T., 2-2x12 8'-5" 2 7'-3" Z 6"-6' 2 4• Lally column cop 1-2x6 K.G. Ceiling 3-2x8 7'-5" 1 6'-5" 2 5'-9" 2 ° • Simpsom LCC Garage SIII 3-2x10 9'-1" 2 7 10 2 7'-0" 2 D 1 - 14 Rebor or equal w/Si// Sealer 10'-7" 2 9'-2" 2 8'-2" 2 �T C Mid-Height Lally ° column, i Supporting 2-2x8 5'-2" 2 4'-6" 2 4'-0" 2 „• D Lolly bottom & base Anchor Bolts Roof, 2-2x10 6'-4" 2 5'-6" 2 5'-0" 2 plate embedded 1�_ Ceilir9 & 2-2x12 7'-4" 2 6'-5" 2 5'-9" j in concrete slob Conc. Fdn. One Center6-5" ° 1'-0" 6'-0" 3-2x8 2 5'-8" 2 5'-1" 1 ,�- Beoring 3-2x10 7'-1f" 2 6'-11" 2 5'-3" 2 Floor 3-2x12 9'-Z" 2 8'-1' 2 7'-3" 2 Standard Sill • Supporting 2-2x8 4'-7" 2 4'-0" 2 3'-8" 2 e ° Roof 2-2x10 5'-8" 2 4'-l1" 2 4'-5" J' q w Cei/ir9 & 2-2x1? 6'-6" 2 5'-9" 3 5'-2" i /2" dio, min. AJ07 steel Two Center 3-2x8 5'-9" 2 5'-1" 2 4'-7" 2 e anchors bolts with o minimum Bearing 3-2x10 7'_1" 2 6'-2" 2 5'-7" 2 - mbedment o/ 7" into foundation. F%or 3-2x12 8'-2" 2 7'-2" 2 6'-5" 7 ° Pa --- Lolly Column Detail 2 bolts (min) per Sill plot--, 4" mir.. and 12 max• from each, NJ = Number of Jack Studs supporting each end Table R404 . 1 . 2 (1) end of the sill plate section. Notes: Foundation 1, �; i1v �rj1 C Ca 'ht At..C-11 I !In Right,t:�7 s hl _--__- - ------- .o_l t_ _.la_c_e_m _ --- --- - _ -- - - --- - -- - - _ an - ar-roll -" Field Gerify q// dimensions. 978—.702—0/J / Sc o% applies /or 11 x 17 drgwirgs Drowing date: December 18, 2012 E-mail: olgnCacdrafting.com r' ' anlunlu■■nnmlu�. • • �iiuuii i�iuniiiiiiini► ����,�� • • I I I �11■r�■frrwl■.■■■'wr■f■r�■f■w. • � �I I �� uunurruntuuw■uurruuwuur. %It(■.1((t(■(Itf■.I.![tI.■.1.(■.Itl(a■al..■\. %■.1■■.Ill■w.l■■ala■I■■.11■.1.(■■■I■�. .tl(■.Itt■.If.1(■ll t1■a 1.(..I■■.1.(■ll.l..■.I..■.I.t 1\. �(.■I■■a1■■.1.1■■.'■■na■Iw■al■■.I■1■■r1■�r1.■.. .i.aw■1■r.'■r�■Irr■1■r�■■,■r■,■r�_rt1■r■,■w�w■'. � .t.l���■.lu■ll��■tl..■.�t��t•.��■.i. �'�la�■�u�u■fll(► � � � /.I■■af■rl■■■1■■.1.1■■■1■■■la■1■■al■■.laf■■r1■�.Iar1■■.f► .1.■■(I.a�■rll..■'1..■Ir(Il.■tl.l■■■AI■r■'I.l�■.1..■'I.rt■■fl.a r(1. 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',�iui�■u.�.iiiiiui�i� ��� -•� •u•• ■�uou.��uurtu��.�uu�uu��■u.wn■r�.�■�u�u■.�.n..�nu�.rn : .■fl.r■Ilml fir, �� I■■■ _ Header to extend Header to extend over Wall Panel over Wall one Double Top P/ate 2 Rows 8d @ 3Y"O.c. 0 to ko Ko k k k k k o Connect Plate h Header I I Header Splice rz �V ._..s ..with-2 rows lOd not/s ® 12"' o:cr cv. >.. ....Lf re uired:. N cV .:. _ a`i Q C =E9 N = =1 (1 (1 (j 6 - 16d Sinkers +++++++ + + + + ++t++++ + +++++++ II II Stud to Header ++++++ + + + + +++++++ ++++++.0 � AA ++ ++ +++++++ ' ++++++rl +++ ++ + + + + +++++++ + +++++++ E$1f Simpson MSTC 66 Strap I I } t +tet at each end of opening 1 Additional studs I a J rows 8d nails No Joint o for Garage Door ----d o a� ® 12'" o.c. (typ•) in Plywood • c on inside face of wall � t. o extend to top of wall I if needed I Q3 I I �_ `o II n n n ' n II o Vj Connect Sheathing to Header II n II II v o to Connect Plate to Header I I II II with 8d nails in J" o.c. II II II 11 with 2 rows 16d Sinker I Prescripfiva Design I . o,.,+ II Illi Grid as shown II II ills II 0 3 Nails (9 J" o.c. Based on IRC 2009 o w Nil - I o N I Portal Frame I ` `) o` ° Sheathing Splice for sheathing Alternative II II Ni 4' above top of R602.10.6.2 location III III II II i 1 I b rn ° foundation. Connect I See Garage Door I I II °° 8d Nails - All Studs, PlatesI I Repec f for + with (J) - 16d Sinker Noi/s I I c� Sheathing requirements ° II II , P II II I I j I I I I Sills & Blocking @ J" o.c. of Double Door 11 if I I II 11 11 1♦t II 11 Connect Studs with 2 rows I I I I 10d nails @ 4" o.c. I I I I (2) - 5/8" Anchor Bolts with 2'x2"x3/16" Washer Plate Garage Door AJ07 Bolts, 7" embed. (min.) Sim 11 on 1N 1 St Tie 24" Id awn at oc e d Sheathing Requirements a!/ s. #4 Dowels of corner 'F 1 "of E be (n in, in 0 C. #4 Rebor, T& B of wall ' `' t1 Repeat for ;� " N.J•It:CI 1"-4" Coordinate with Garage 1'-4'" L(m 4'" xn ,r�,:.ern �s •., � ° ° Door rough opening ( ) Double Door )9 P 9 minin. One ,,014 rebor in shear cone Garage Door " 12" Min. rebar length jlt OF Framing Requirements �y ���a'• ° WRENCE Typical 14 End Installation ° HAROLD m t e Tent°n t°aCa i '�' - als3EndDls sa(DF/SP/SPE/H� 4... ._.................. .._........................_.,#AndelHa. lin, bar Di.................... l IvAL_..------.. ...................,........_ ...STHD10 . ..` h 1 ie �St 36L5 .......ice-..... r! I 1 t la]!s• i6^31..W.UNI I:IT:au;1P.UrM1:falS 5:1 tt:. •� ��` 7.aa,.• .:9a;:s k ex hem nxr�l I:x w.'sd 9:-a:. vY::b>7 Qorat•ax •aan.fwDlu ncresr eliard.tetxe•nhr:911x1 �Ctt.�»:Is,ter-.. w aL >yr c�men:w a'arta'nao:ln xlu reau:pC:x;!en>.Ix rter u `{f'rFli_/+1 Iv O +.In:sroet:1Yi?+9lles!an:e a d Ntalr«ll:;,b:M wa M urt+a.ec e]aC•,C los. Q d+ S �r f= D ;.1.56 101w,i-,C-ESlso aR:a^n Fcrhwaaos G V © coar^shi-akn Cursn/colo";cl AA n I65J MJ 14 fP.l,Y'-E$a i^IA]:MC Lf tf).:4 t]Spk:FU :'1J0'", AU AVOM,R•nenel /Y Q /��. Pelerolr_s WwW.y'nanallC.GOn114f 13:15::[e95 trf•if:l]r•;,1:19.'• 1 •. Z Alan Carroll * f=ield verify all dimensions. n n q z * Scale applies for 17 x 17 drowings ,7/7ST 90D2—Q 1,,J 1 * Drawing date. December 18, 2012 E-moil.• alongedrafting.com ® 38'-0" 17'-8" 3'-8" 4'-8" 19-0 19'-0' 6'-9" 0 I • +++-++—++---+++—++-+++++++++—++++—++—+++—++++—+—++--+..---+++++++-++—++++++++++-----++---+-- ---------------------v N 4a �41 a. v• o, 1 1 n bA O 1 a-- — — — �•— •— - — - - n 1 O 1 1 4" (min.) Concrete Slob Entry Door 0 with approved vapor 20 minute (mina 1 ,- • p o; i 1� 1 r Ic I 1 barrier beneath� fire rating ;------«-----«------- . I D 1 1 1 •'a 1� 0 i ° ' i 6'-4Y4" 6'-6" 5'-0" 5'-0" 7'-6" 5'-113/4" a i (6,roge Fnish 3 1 a It 1 i 5/8" type-X o ^3 i i ° = gypsum wallboard s 14Q __ a I on garage side i o 1 1 i , l (J) - 2x 12 l D 1 . 04 - 7� I 1 ° 1 - - - - 4 1 1 I Beam Pocket 1 1 1 3 1/2" did. Lally Column 1 d l j 6" sq. x 9" tall w/2 '-6' sq. x 1'-0" op. ft g. (2 req d J r 1 v •d 1 3 req d) 0 WM4 S 1 MpSDAJ L.GC cAp9 r - - i i i •o i•o io i 3 D� 1 -- - --- C� ^ x3�ONz IZi1 0 1 1 peep Foo't7NG u 1 • a 1 ' / o• 1 i i 1 i1 i a--------------------------------------------------------------------- � v 1 1 10" Conc. Fdn. C O 1 a e Q a - - - - - - - - - - - - - - - - - - - - - - - - - - - s-- ° 1 20'" w. x 10" op. Ft g. 1 with dompproofing i o --- -«--- - -----+---------------- ----+-------- - - - - - - - 1 -------- ---_-- • O r 1 ------ 1 r a r v a e 1 1 ° 1 •- - -• LO j < ►------++-+------------------------ 1 - --+------------------------------ • O • °' n °o r - v o a v v o a v. d ------ ----------------------+ • O C-4 . e I L----------------------------------------- 0 3'-8" 26'-0" 14'-0" 10'-0" 14'-0" 38'-0" 1 6'-9" 10" 9 Treads ® 9" f1 ��pltH Op kY$&P"4Cj boy Housed 84 Foundation Plan �� °° �c� �oCO �G ,3116" = 1'-0„ i :e 5 io �s`�f0 Al 1. O� r• © c^A}"i'',l-Alun cu-,n j colonial O-idling Gara All Right.Tese,,-d Notes.' ae—BC7seme/7 t flan Carroll * Field verify a/l dimensions. Star Sec tion q * Scale applies for 11 x 17 drawings 978-902-0731 * Drawing date: December 18, 2012 E_moil. alanpcdrafting.cam ® 28'-0" 5'-0' 5-0" 26'-0' 10'-33A" 6'-8'/<" 2'-6" 2'-6" 19'-6' 6'-6" 4'-0" x 3'-5" _ xssa> «rt 0 2'-6" x 3'-5" O , s _ 3' 0" 0 1 O I O Breakfast Kitchen Pan try x o ; Lav 'z O! 2'-4" •----------------—' I I .ry N — 0 � I I zl fl' Goroge/House Entry Door ` 20 minute (min.) fire rating { <_ .�� C Ioset t: 1:POst Past 3.-0.. POS NP � ara qe Finish Po st C 1/2' type-X J `V oa gypsum wollboord f +� 2' 6" 4'-7" 7'-0" on garage side V o U] ---- - j iI --------------------------- 0 ------ ` - -- U _ m :. t= --------- --- -- McTA00 see © -- - ---- DSTAct_ gHP-C-T I*: ' Dining `° x Li vinq 0 .1„ En try 9' x 8' Goroge Door 9' x 8' Garage Door 0 0 2'-10" % 4'-9" 2'--10" % 4'-9" LO 5'-8" z 4'-9" 3'-0" f< _ O P1 OI r `- BiLAcEO wk�� 7'-0" 7'-0" 5-0" 5'-0" 3'-9" 6'-6" 3'-9" 14'-0" 10'-0" 14'-0" 8'-6" 11'-0" 6,_6„ -0" 38'-0" 26'-0„ Window Schedule I Exterior Door Schedule I Living area sq. ft. = 1, 102 � Double-Hung (1) 2'-8" x 6'-8" Fire Door to Garog.e (Z) (6)`2'�1x 4-s' Garage area sq. ft. = 624 � b Q (1) 3'-0' x 6'-8" Front Door (1} V. 6" x 3'-5" (1) X-0" x 6'-8" Garage Exit Door -------(1)- ------------ -- _..---- ------ ------ ---...__ --- .. ___--Casement .9 _. .. _ douse X12--84 1 4'-D" x 3'-5"_ _ (> (2) 1-o" x s-8" side Light O " g g Firs t loor ars © �,�r. � 9 2 9-0 x 8'-0 ora e Door AN sotir F<e.,I=o No tes: 3/16" Alan Carroll 6 * Field verify al/ dimensions. 978 —,7n 02—0/q J I * Scale applies for 11 x 17 drawings E-mail- clan@cdrefting.com * Drawing date: December 18, 2012 14'-6" 8'-6" 6'-6" 8'-6" 24'-8" 5'-6" 9'-0" 5'-0" 3'-6" 4'-6" '-0" 4'—6 4'-0" 6'-6" 13'-0" 5'-2" 2'-t0" x 4'-9" 2'-10" x 3'-5" QI 2'-i0" x 3'-5"" 2'-10" x 3'-5" 1 0 , " I I 'N v. is n. is 1 n? .z 0EO : 2-10 x 4'-9" 2-10 x 4-9 Bedrm 4 Both , LO ' a a BG th r N O o GOA R-P C/. Q I N � N O I B d 1 2'-6" 2'-8" y:: 2'-6" 5EE DErA�L e rm _ 2,-0, 6,-6„ $µ ET ( ! rn Hall I I 5'-0" Pust --------- Post EM 0 - - I Closet Closet Cl. --- ---- Closet Closet i' Y _, N o G, N N v I t5,-0" 5'-0" 7'-3" 7'-3" N 3'-8" --- 3'-8" 7'-1' 7'-0" - - 5._on- - - - - - - - - r1'-101/a" - - -�- - f °' _ a> Closet o Closet >`s o >; 0) Bedrm 3 ---- ---- Bedrm 2 , Bed : O 1 OD ------------------- -- - ----- - ------------------- --------------- N ------16'-4+/" 7'-4" /. x 4'-9" 2'-iv' x 2'-10" x 4'-9" S'-8" x 4'-9" O O I 7'-0" 7'-0" —41A",2'-7-3A" 5'-0" 3'-9" 6'-6" 3'-9" Walt- ^ L�n,►Bc 14'-0" 10'-0" 14'-0" 11'-0" 4'-0" 11'-0" 38'-0" 26'-0" 64'-0" I � � Li ging area sq. ft. = 1,5981 WIndaw Schedule L Double—Hung House 72-8 (10) 2-10 x 4'-9j' 3 (3) 2'-10" x X-5„ Second Floor Plan 3/16" = 1'-0' © c-^p ght-Al— - 11 j C.1—W Drolf,9 ,en RiOhla Re—,yd Notes: Alan C arrogll * Field verify all dimensions. 9-7 902,O/�� * Scale applies for 11 x 17 drawings * Drawing dote: December 18, 2072 E—rncil: alan@cdrafting.com 14'-6" 8'-6" 6'-6" 8'-6" 24'-8" -4" -----------------------------------------•----------------------- -----------------• ----------- --------------- ----------------- ------------------ ---)) , I 1 /1 t I I I I -------------------------------------------------------- 0 ----------------------------- - -- ------------- II • � � � ;1 1 1 ; 1 1 1 I ;1 1 1 11 11 1 1 I 1 1 1 1 I I 11 1 1 I I 11 1 I I i t 11 11 I; 3'-8" 'I 11 'I 11 11 © O 11 II J 11 'i 11 Post ------------------------------- _ 11 1, I Indicates wall below ------- ' 1 - o 1 ------------- I I _________ it I 1 I 1 i 1 _ 11 ----------- it 1 i I I II ---__ --_ , , 1 1 ' 1 1' M 1� 1 1 1� I , 7 11 ---------------------------------. C \ I I I l.7 --------------------------------------- 11 '� 1 1 14'-0" -41/4" 7'-7%4" 14'-0" 26'-0" House Z 12-54 A t tic Floor Plan 3/16" = 1'-0" - Drawing date: December 78, 2012 Notes; ----- - - Alam Carroll - 978—902—0 737 8 * Field verify all dimensions. * Scale applies for 11 .r 17 drawings * E-moil: o/an@cdrofting.com LIP ) Metol Drip Edge - -- ------------------- ------------------------ ------=----------- -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------- --------------------------- ' I � Ice & Water Shield 1 i I — - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - Composite - - - - - - - — - - - - - - - - - -Composite Roofing I ' A i i i i Ridge Vent (typ.) I ' ' ----------- ! • N i i I ♦ ♦ I � I — r I —� ♦ ♦ I I1 ------------------------------------------ I -----• I ----------------------------- rti 90 - Indicates roof slope direction and Pitch in 12 inches. House 41 12-84 Roof Plan © CoJJ^s'•h!-Alun Cv:.-v///Cabniv!O:v/ling All F;ah 6^F.esrnrd Notes: Alan Carroll * Feld verify all dimensions. * Scole applies for 11 x 17 drawings 978-9��_��Jj .Drawing date: December 18, 2012 E-rnoff.• oloroftgcom .I ILE I X I N I 1 1 I 1 1 1 I 1 � 1 1 1 I � 1 I I 1 0 I I 1 I 1 _ 1 1 i I 1 1 1 I 1 I 1 Basement Beam 9 1 3' tZ o 0 0 below See a Post Post Foundation for :... ...... J odd% information ______--_ ------ 1 , ----- -- 1 I ' T,, 1 i 0 1 1 I 1 I Z x 10 1WIrF-T O t i � BRAcen L 3 L�n�BS All members are 2 x 10 © 16" o.c. (u.n.o.) Walls shown are above the framing W4LL BRAGtNG- House �2-84 °*MRs ALA_ Exrtatoa WALLS �e+y COuTINVOJS s He-ATNrNC. � yJRENCE G Firs t Floor Fro mir7g Plan N , 2 w��� METHoo sEE`�° 3/16" = 1"-O" 11 65 �O Q. ' GETA Ct_S SFf EBT 1+ mac �STE� - a __..—O Ply Al/ .-_r.� C Co n hf a/u to.'.'dl C l �/D'uifiny FdAt,F s Notes Alan Carroll * Field verify all dimensions. 978--90L —D/J I * Scale applies for 11 x 17 drawings * Drawing dote: December 18, 2012 E-moil: o/on�scdrofting.coT •1 z-t 15s7.Z5LvL ZRows 33/eem", I JgcK t Ic�n�S z-zx I o t JAbk. I K'-vj 3r r 1 I • I I L J _ o I \ O I I�• O i 11 iv l J 14'-6" 7'-1" tj SB-2 Flush SB_ ' F v5 T Framed p Q Framed 3-2 N^. 0 CD 2 x /o DooRaMtd,G D ETA(L S3-4 coNT�auo�5 ¢ Garage Door Header below 2-2..E IoSee Foundation Plan and 9 2-ZzcIO tJaa� CKt-y "Garage below Woll Bracing De tail" I JhC't- L K4-7 for additional information I z•ZXco 1 J4cK l Y-1-1 26'-0" A IAll members ore 2 x 10 16" o.c. (u.n.o.) I I $RacEb wa�� A. ( WaWalls lsshown snsolid are above tframing dashed ore below the framin ' ; NOTE:CAREFULLY a' THE NORTH ANDOVER BUILDING DEPARTMENT I� ' w�I.c. 13a�cIN� "°F�'�� � House �2"—S`7" � �tLL REQU�E A FRAME INSPECTION AND CERTIFICATION I FROM THE ENGINEER 3 aL4 I".xrelticft W4LLS WRENCE OS COAJTINVOJS oas OGD1 Second Floor Framing' �1an I B�NGALL DISCREPANCIES,PROPOSED DEVIATIONS ANDHARsNEAT�N� •^-- ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN W A.Lc (,.a►I3 3/16 = 1'-0' DEPICTED TO THE ATTENTION OF THE ENGINEER PRIOR TO O o K PSw�GAS �*� +;% PROCEEDING WITH CONSTRUCTION. (304P-0 ass/0 ALE% 56-t 4 - 1 •75 'A 9.2.5 LVL 2- POW 6 31¢ l6 " 0C- MEnfoD DO NOT DEVIATE FROM THESE DRAWINGS 5 EE DATA"-s VB -Z 2-- j .75 x 9•Z 5 LUL 2- ROWS e 16" OC WITHOUT APPROVAL 5 1}&Et (¢ 158-3 3- t ?5 x ZO' w L 3 ROWS 5" p pry.,_A,n Cur.all/Colonial Oro/ling L6" OG A//F'1gh1s F-send Notes: 5t3-4 2- C.75 x 11- 25[-QL. Z Rows 33/g�. e (6 '�OG Alan carroll Field verify all dimensions. Q q SB-1: Beam #, by others. -9 78—9 0�—O/ J 7/ q * Drawing dote: December 18, 2012 E-moil.• clan©cdrofling.com LI ® croNnaBcT 4tA�tEti "NPIcl4t. RteLTO CISIUkK NB�OBQ CONaNEGT (ZAI:TE?- cIOIST WIN 9 -16j Z`L�$ To GEII.tNG Jo,5r I �CW 1 TH 7 -Fi}5'CEN QST£R Zi�� Tcn�BStt LoK -- -- --- --- --- --- --- --- --- - - --- -- -- --- --- --- -- -- -- -- --- --- --- -- "T CAL II I I 1 � 1 II 1 I 1 I I 1 I I I G p I II , I ... It I 1 1 - , ; " 'A.. r -- ,I 11 I IL ; 1 I ¢ - Z A % - --- --- --- --- - --- -- - -- -- --- --- -------- -- ------- L J 1 14'-6" '; 9'-33/4" ✓ 1 I F/ush K ; � � y ,� AB—/ Framed 1 -------- - - - - -- - - , I 1 II I 1 I --------- -_- --__--__- I I � 5 Ps Lu 5 2. O- -- L -- - 3-2x6 1 --------- � -- --- -- -- -- -- --- -- - - - - -- -- --- - -- -- -; 1 � I L 2 p - - - 1 I I I 1 � - 1 , 1 1 I 1 1 I � 1 ---- - ..................... .... 1 ............ I c 10 - ---------- --------- -- ----------- -- xI , ' ' 1 1 I I 1 --- -----------.......................... .... ..... .- ...... ...... AS-1 9 .25 LVL CoNueoT W 01.1 2. Rows 5e Woe- All oc-All members ore 2 x 10 (P 16" a.c. (u.n.o.) �A Of Walls shown are below the framing �O W RENCE G U GD House j 12-8-4 H A t tic Floor Framing Plan sb��t ANG AU RiOly Rc-V,( No tes: A Ion C orroH �Z * Field verify all dimensions. 978-- 902-01J * AB—1: Beam }¢; by others. * Drowing dote: December 18, 2012 E-mail.- oloncPcdrofting.com 5(N►r5 on> _ 5t("�QsoN E47--SA N vRRtcAA.;l' Zit 6t.oc�c - td P t e t CLI P ? O EcwEW RAFTERS EA�K t{tP 1, UAL�'T IP(CAL 141 4t- I , I II i --- --- --- --- --- --- I , 1 , I 1 I , 1 I 3- 2 6 p ST 00 wt,I - , w mA 2 .S MF 50& 15 Z J ' 5 R PS ?o !} QS A 0 o J I - 1 I 1 \ L -s N►p G 10A CJ4r 414 ic 1 I 1 ; 1 � I 1 1 ' I 1 1 I 1 (1J - 1 3/4 x 14 LK ' RB—5 I I for Full Bearing I 1 1 I 1 A 35 nnQ a S � y I 1 5t 9 1 1 1 1 1 1 I 0 0 ' I CN 1 o ' m � ' I , 1 I I I -- -- -- -- -- I , -�- --- ' � I 1 -- -- -- -- -- -- -- 1 --- ---- ---- --- t------------------ ------------- ----• I --------------------------- -- ---------------------- -------------------------- -- . . 12'-0' 12'-0" ALL RooF BEAMS t•75x l4" LOLS All members ore 2 x 10 16" o.c. (u.n,o.) ��PLtH Of/yam House ,112-84 1%- „,WREN N . OGDdd H Roof Framir�g Plan 'A'S 1/1 I / � o 3/16" '–O” FFA Te �<v� FSS NAL ENG�� No tes: .s. A//Righ f5 Rc-_1 * Field verify all dimensions. A lon Carroll * RB—I; Beam he by others. n78_902—O I J 1 * Drawing date: December 18, 2012 � ,7 / E- 7cil.' a/on(9)cdreftin17.c1m Req'd Air Space 2X Blocking @ 16" o.c. All othar nall/ng not shown at stud rim to first Joist to be /n CDnfarmanCe W/th Table 0602-9 (V of the See Plans and Sections Mdssaehusatt$ Code th Ed/tlon for Hurricane Clips and Ceiling Rafter ' connections. R% M To e 2X Blocking gad toe nails a,6"0,a, - 8d n _ - - per block iltoils(yP•). . _.. . _. (3) - 8d nails D 6" o.c: .- - (3>per block Connect Drywall with BIO king (3) P Connect 17ry tUd/1 with Typq&I or 3 screws Tjp& W or S screws @ 12" o.c. - r 114.o.e.per 45TH r per ASTM C 1002 with a - - minimum penetration of 5/8" 'C1002 with min,' (41P.) penetration 8d Tae nal/ 6"o_c. of 5/8"(typ,) (typ.J 2X Blocking 0) 16" O.C. Connect Wall & Roof Sheathing at stud rim to rrst Joist with 8d nails @ 6" o.c. " at panel edges and 7 (3>- 16d Nall$ 12" o.c. in the interiors. every 16" �2x Joist Double E3locking Joist or SLOCAC kV4 ' under 8d Toe Noil @ 5" o.c. Bsal11 �� C � � '' 'InterlOr Rim to Plate (typ.) pal�tlon (3) - 16d nails @ 16" a'C. of Brocewall into Joist/Blocking 2�4 FLAT 8 LQGK Ar ALL &ko(Z(?-0I drAQ, " J epi a�at'�, �®�, ��� Parallel f'crpendicular FLC>sai? iaJ�l t•t,5 2X Blocking @ 16" o.c. to Floor Framincj to Floor FramJn_q at stud rim to first Joist Wall brae/ng far this project is based on Sect/on ^ 0210 of the ath Edltion of the Massachuswtts state Sulld/n$Code For 8d Toe Noi/ @ 6" o.c. 8d Toenail 1,t 2 F6mlly,Dwell/ngs and Alternative designs a$ Indicated on Rim Joist to Plate @ 6" o.c. the drawings, oe not moa'//y door or window opsning s/=s (typ.) MM Joist and/ocatfons or heights and IdMgths or U40110 a$ lnd/cstad on the archltactural drawings with out approval of thea onglnea, w this may result In Non•Cotearmance with the wall bracing• . a.p 1/2" dia. A307 Anchor Bolt with the Code, nut and washer. 3 1/2" min. - 12' mox. eD :P•� from end and max. 6'-0' ox each plate � or as shown on the drewirgs. a Sd nails -2 1/2' x 0.113 D•:� Minimum 2 Bolts per Woll Plate. _ D;a• 16d nalls -3 1/2"x 0.133" D.a.d .a D a•s Perpendicular 8dnails - 2 1/2" x 0.113" Parallel i3raced WWI Panel Aedltlonal Connections 16d nails - 3 112" .,r 0.135" to Floor Framing to Floor Framing M�'te�t� �4Cypsum lJall Panels Construction Braced Wall Panel Additional Connections NO-tF' 7W5 09L AW 1 for all exterior walls " �"� �' R602. 10.4 Continuous sheathing� �tV� oF�, Is HOW,IVPawot aq. co", er-tioNS Figure R602. 70.6 (1) & R602. 10.6 (2) � o P L Ona S r-b Ft LA 0 0 T � All other nailing not shown to be c ^ -- -in conformance with [ Figure R6022 (1) of the Mass. Code 8th Edition F: ST-- '�, ©c.ni��hr,aw"c"T„n�c"io•„c,oo,n,Q ,+ll,9r�hls.2�s�.sd 14 No.tes:. 'f� ©�] C Orl"Ofl ' Field verify all dimensions. \ �T Scale opplies for 11 x 17 dra wirgs 7 7U 7�2—O7 J I ' browing dote: December 18, 2012 E-mail.- o/a-7@cdrafting,com Ridge Beam 2 x 8 Collor Tie 0 4'-0" O.C. ® Slope Cut, (5) - 12d Nails 12 10 Roofing 2x 10 © 15" o.c. 1/Z" Plywood Nail 8d - 6" a.c. perimeter 12" o.c. in field Finish. floor Subfloor i Attic Framing I 2x 10015" o.C. i Header • 3/4" T& G Sheathing °j-«o oQ _______ Noi/ ad - 6" o.c. perimeter G8�e.nnJC. i 12 o.c. in field '�O RAPTEPk I - - .._ . . ' I 3/4"plywood Fascia continuous 5=" Solid Fire Blocking & Latera/ Bracing Soffit support 1 , f I Stair Stringer Exterior Watt Stair Top De tail JAW1 x 6 0 16" o.c. mS= 002 5/8"studs i /2" Sheathing - 6" o.c. perimeter 2nd Flr. Framing " o.c. in field 2x 10016" c.c. 3/4" T& G Sheathing Nail 8d - 6" o.c. perimeter 9" - � 12" o.c. in field Tread (min.) Solid Fire Blocking& Lateral Bracing \ y o Exterior Wolf1 6 0 16" o.C. 4 518"studs ------ ==i 1/2" Sheathing Fnish floor s==� Nail 8d - 6" o.c. perimeter Subfloor 19 12 a.c. in field W 3 c --- - Stair 5 - i -8 j 1 Strirger 1 3 �.0 Z x8 LO 2x 10 L ' a Headroom Clr. s==i 9" Trends is t fir. Frorning o o ' Z x 10 0 16" o.c. 6'-8"minimum 5==a ,� (min., typ.) 3/4" T& G Sheathing to stair below Nait 8d - 6" o.c. perimeter 12" o.c. in fieldi J Stair Base De tail Sal ( 1 ) - 2x6 (PT.) 2x6 (K.D.) Approx. a 7,,,, Solid Fire BlockingFinish Grade C & Lateral BracingBasement Beam a1 So=' a > ° Conc. Fdn. & Ft'g. s p ,r 'ally Column & Ft'g. ^ e P House 12-84 Mala Cross Sec tion o��p}nghEAI-C-11 CConcrete Slob >o aes-:re No tes: t t. 114„ = 1'-0" Alaarroll '* Field verify all dimensions. d 1* Scale applies for 11 x 17 drau�irgs a tee" P 14'-0" 14'-��� °•� 978 0131* Drawing dote: December 18, 2012 E-moil: cdrafting.com I 3/4"x 14" 2 x 8 Collar lie 0) 4'-0" o.c. Ridge Board Slope Cut, (5) - 12d Nails for full bearing 12 Roofing � 4 2x 109 16o.c. 1/2" Plywood Nail 8d - 6" o.c. perimeter 12" a.c. in field 12 't FasTEN n*sreR _ 12 Fascia Z. TIAs Lo K. Ceiling Framing Soffit 2 x 8 ® 16" o.c. P-AC-44 6A/P G'MIl*INL4 To RAR Exterior Wall 2 x 6 0) 16' o.c. 92 518"studs °� 1/2" Sheathing Nail 8d - 6" o.c. perimeter �i 2rd F/r. Framing 12" o.c. in field q- f� 2x 100 16" a.c. II 3/4" T& G Sheathing Nail 8d - 6" o.c. perimeter 12" a.c. in field JrtM�S� Solid Fire Blocking R & lateral Brocing Beam• -Garage Finish N 1/2" type-X gypsum wallboard on garage side- Sill ( 1 ) - 2x6 (P.T.) ( 1 ) - 2x6 (KD.) Approx. Finish Grade Concrete Slob ° e D• °D q e. Conc. Fdn. & Ft g. •�o qa a,s a oa' •0've - 24'-0" House 12-84 MBedroom—Garcr q e Se c ti o,n o CGpJn3hf Aloe C-11 @ Coh,iol�rollino NO tes: 1/4 .= 1-o" - At 6 lghf •s. .� Alan Carro/l r * Field verify all dimensions. .97 —902—O I J 1 * Scale applies for 11 x 17 drawiras * E-mail: alo.-i9cdrefting.com Drawing dote: December 18, 2012 ® 12 x 16 Deck Exterior Decks, Porches do Stairs Install solid blocking Decks, porches and exterior stairs to be Lateral Bracing I'-0° ¢-8° 4-8° 4'-8° I'-O desi red for the following /Dods: between joist above 9 beam below (typ.) Live Load 40 p.s.f., Snow Drift if applicable, and wind uplift farces. -- -------------�------------- -------------f O / I Stair Treads: The greater of 40 p.s.f, or a 300 Ib. � }_= concentrated load. �`I j,1 � I I � � I I � � I ........... ............ .......................... I - Guard and Handrails: 200 lbs in any direction at any point. ♦����� A r •�����a r����� -- Guardrails Infillcomponents: ���28 (P.T.) 916 QC. 50 lbs horizontal on an area equal to 1 sq. ft_ x " � l Precast Conc. Pier Deck construction is covered in Section R502.2.2 of the 811- or equal (typ.) Edition of the Mass. State Building Code for Residential i Construction. Note: New Section R502.2.2.3 requires a deck i lateral load connection. See also Mass. amendment R502.10 for Number of risers and treads may vary due i unconditioned porches. - to site conditions O O i Refer to American Forest & Paper Association (AF&PA) O i www.awc.org. A prescriptive Residential Wood Deck Construction. Guide (DCA6-09) Moss. Amendment R301.1,1. / Consult a registered design professional for items that ore not in compliance with this guide. / Simpson Strong-Tie also pub/fishes helpful i uides to Deck Construction. Joist Hanger (t}p•) o un a tion g / 1/4" = 1 D" All Hood froming materials to be pressure treated. All exterior connections to be corrosion protected. v n' o' c en- •D -v-a o a Dvn v Contractor to coordinate tJPe of corrosion S on Protection tec tio n re ite d with the tye of pressure treated lumber supplied for exteriorZ x 8 (p.t..) Ledger framing and the connection manufacturers recommendations. See Ledger Connection Detail Deck Lateral Load Connection each end See figure R5077.23 Dec% Framing 1/4' = 10" S bf E$T l g For all deck construction information see 4" clear (Max.) Prescriptive Residential Wood Deck Construction Guide Pail Based on the 2009 International tional Residential Code American Wood Council Design for Code Acceptance 6 — DCA6 / Post 0.C. O.C. O.C. m 4" Spacing Spacing Spacing Pair Simpson• AC Cops / O, Flashing N 6 x 6 (p.t.) Post See Ledger i Connection Detoil Simpson. ABE46 Bose Connectors 3 5/8 Fasten ,Master Led er Lok Grade a I` .r I Decking 9 End of Ledger �. On Center Spacing (o.c.) or o/n 1 I I I I I I I I I I I 1 Precast Concrete I Framing t 60 p.s.f. Deck Load 8• wide Deck - 6' a.c. Refer to 1 1 1 I 1 1 I 1 Pier or equal g (p" ) Fasten Master Technical ,C � 8•-1" to f0' wide - 5•' o.c. (3 regd) �� 10'-1" to 12' wide - 4" o,c, 8ulletin Deck Ledger to Rim Joist Joist Honger 12'-1" to 14' wide 4" o.c, for Installation Procedures 1 I 1 1 I I i P and Other requirements A._i_i A,-_A ►-iT-+_ p Concrete �/ Foundation. L—c_ Deck Ledger Connection Cross Section Deck / House 1,4 _ 1D NotesConnection : 0 cPPyrynr -A/.,n * Field verify all dimensions. ,4 Ian Carroll * Scale applies for 11 x 17 drowirgs ���— no�—D��� 0 * Drawing dote: December 18, 2012 •7 E-mail: olan®cdrofting.corn STRUCTURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8TH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR I_ ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR APPROVED EQUAL WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS I � Q INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL,BRACING �� RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 PSI,Fb=3100 PSI. REQUIREMENTS OF THE CODE. ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROTECT DRAWINGS TO WHICH THEY ARE A PART OF ( if ` CASCADE 1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER. x" 11----- o 21. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. IS 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF%2" dia.BOLTS, ACCORDING TO THE DRAWINGSDETAILS,NOTES,MANUFACTURES INSTALLATION ^ S pA:u vQ: $pr}GtiG N9 ANSI/ASME STANDARD BI8.2i-1981 @ 12"oc. STAGGER OR OFF SET EACH ROW REQUIRIIVIENTS AND THE 81GSEDITION OF THE MASSACHUSETTS BUILDING CODE BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF FOR 1&2 FAMILY RESIDENCES. 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING. .. �, o . Res 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 ENGINEER: LAWRENCE H.OGDEN P.E. TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6"X 3.5"OR ON 198 EAST MAIN STREET - POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING, GEORGETOWN,MA.01833 4" I 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE 978-352-8318, cell 978-502-5921 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ ^� I PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ NOTES' PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. i ) 1 SCREWS TO BE FASTEN MASTER TRUSS LOK CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC. OR AS OR SIMPSON SDW SCREWS SHOWN ON DRAWINGS - " ... .. . - -i/2" o SEE DRAWINGS FOR LENGTH OF SCREW AND 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S - µwk �+�RFaoEo Roo. . ) . ON CENTER SPACING wi M Nor;Z W45µeR 2 ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS ro err."-C.-YOTWMqx. FROM ONE SIDE. SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE !�� uEN�TM FtppR.Sot.T 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE FRAMING A MIN. OF 5/8" � �.�. SCREWS FROM ONE SIDE UNLESS 9. ALL OTHER FRAMING TO BE PER THE STI. EDITION OF MASSACHUSETTS,STATE OTHERWISE NOTED ON DRAWINGS. BUILDING CODE,IRC2009.FRAMING LUMBERfb---875 psi, E=1,300.000 psi ::�2"M w 4) USE T IPE O SCREW CAPSPECIFIED TY NOT BE DO NOT 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, Z`'Mqr err 2 ADEQUATE. INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT DETAIL OF CONNECTING LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE SAVE END OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE p s-r c or,n, Rs MEMBERS TOGETHE PsoN BE EGTO. R� TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG TIE NrlrRECOMMENDATIONS, OR e6� t:SS STEEL. P7. R5gZ z^z a, 1 Re..2oo9 i, to tT Z. I. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE Sim 70 ..oa co:vzRosco pROtccp_..p-s. Ps�N lvu PRC45uR .iREAr�O cuMB2 MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND RF_GC?ih,tly b�Y��NS �P�ZN M,�, SPECIFICATIONS FOR LVL BEAMS - 3.-SE.� .;.. t7.�,c.f� R. C�.N.AI�.L�TA.tL 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT �� cN q. PLRSNiN(y sLrt� WAritR�tan�tr{(;, �x PTFFERS `x �t4AROtD ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 5: M rN n�U� �: C'O N N�Gll D nl 5 (: E"A'GW _ v OG y i/ /,313. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD a pND bF DFGK -VNLESS OTF4L'R hI;iSE. f.for&p 27765 Q NDTTIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE .--i ara- FRer�i�v� �c.An�S. vR. .R.Eou,Rep: �� F, Q• ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. D4 12 F_6r, v=sIr, 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT DE c,KLP TRA4 ogr� G o_N N E. T� N ss� ,vas DRAWINGS INCLUDING SHOP DRAWINGS. 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL, 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT INSTALATION MANUAL. 17. LOADS FIRST FLOOR LL 40 PSF, SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTUR13ED SOIL HAVING A I1Hil%lUM BEARING CAPACITY OF 2 TONS/SQ FT p c0a1,nOf Alan C�„ C11pnial DM,,;.,a A/I.Plght,.Ise: 4 _ _-•-- -- . -.- Alon Carroll ?—�mait: 8-902—0137 clonpcdrafti gg.com _ Massachusetts- Depatiment of Public Safety. Board of Buildin!- Regulations and Standards Construction Supervisor License License: CS 60652 GERALD X GERRIOR "�° 22 EDGEMERE RD MIDDLETON, MA 01949 Expiration: 5/30/2013 ('ummissiuner Tr#: 14226 a