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Building Permit #258-2017 - 19 CHADWICK STREET 9/12/2016
l BUILDING PERMIT TOWN OF NORTH ANDOVER // APPLICATION FOR PLAN•EXAMIN A mI0N Permit NO: e, `tel Date eceived 1 k Date Issued:09 2 &0 �9SSACHUS���� IMPORTANT:ApplAnt must cmall items on thJ page LOCATION 1 C'11 .G C�. , Q V f✓ '' -~ � /t �int PROPERTY OWNER MAP NO: PARCEL.; 3�ZONING DISTR CT: His#oris District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ Yew Building ❑ One family Addition , Two or more family _ ❑ Industrial ❑Alteration No. of units: .i- * ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other r a Septic "UVell Floodplain ❑Mlle#iands'' �Natej7--- 4Distrlct _ Water/Sewer r r- i d 101A s 817110112-0/e Identification A�- Please Type or Prriint Clearly)OWNER: Name: oer l c d ��I�b✓�s.AS � d Phone: Address: �� ( d� �� A1c Ve✓ 8A yr VSA CONTRACTOR Name:. Phone: ! !-7V� {}�})., Address: Supervisor's Construction License: Exp. Gate: Home Improvement License: Exp. Cate: Jo y ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 2140'1600 . 0e? FEE: $ 0164' Check No.: Receipt No.: '349,0:F-1 NOTE: Persons contracting with unregistered contractors do not have access the uara ty fun $gtiature of AgenUOwnsr tgnaturef corifiractor r NORTH BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION � F Date Received Permit No#: �SSgC US Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE N Residential on- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: _ Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email- Address: mailAddress: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund �Sianat Ir_�e of AaPnt/Owne, '�• -' VAORTFI xoll� 42-C) "'41 "1+ BUILDING PERMIT 0- 0 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN-EXA14IN A MI�N VL Permit NO: za/F Date ecell ed go Date Issued:t&'9 0,9 S HU IMPORTANT:Appliclant must co22M all items on thJpa 1 4-W ATION, rn-t t t P R, ZTY mlz R' ' _V ARC r x tiff- -MAP NQ. 201 � . S STRJCT- -,�,'_ , 'I ctf, es A �,Distri, Y7 : Iachlrte Op,Village ire rta TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential L1 New Building 0 One family ,eAddition XTwo or more family 0 Industrial 0 Alteration No. of units:=-i iui [I Commercial 0 Repair, replacement El Assessory Bldg 11 Others: 0 Demolition El Other 13 L7 )ffWe b-I—E k an, -_W4f_&shed,Septic" 7 % W a ri e r- S&IiVIAI 0trAWMW -3 '*D Identification Please Type or Print Clearly) OWNER: Name: -RCPbe X97,1 A5 alt aed Phone: 7111�7- Zlj,,, Address: Ao V eel""' 8AA a 16 vs-, un T _77 7, 49 vl� .-.A, d.d r s Pow ons- , U tr- tio X, - - License� Tl� � p HOme ht,L be P"'t rt ARCH ITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00PER S.F. Total Project Cost: $ 2/&I 1 66'00 , oe), FEE: $ 0161 4- Check No.: 2A 6 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access the uaratyfuTl Location No. r fJ�� "— Date c' 4 • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $� Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# �' Building Inspector ._i' ,;:_ �.- ---- --- -- - - - - - . . .. s . ._ ,.. 1. ... . . I. . 7 :. .. a ':: •. - . - Z. :. . ; r { F . I . --r- . :, - . d Location 0///,b,Y,/Ic.� S/r :: I No. Date /�Z/Z 1 . < .� . • ' TOWN OF NORTH ANDOVER - .:..I.-,.-.::,-,,.I1.,.-,..I,I...�.�..1.....I.I-�,-.�..I.,,-.-.I....I�...'.,..�.-.-"-.--..,.,.1�.I�.-'�1..-�.,....-...'..-.....-I1I.--�--�-.1.,.1,.I.I�.----1.I�...�......-...I..--,1:..,�...-..,,.4.�--.-�-.-I.,.-,I..--,1.:..--...,....-:--:-.L-.,,�.1;-I..1....�.,.I.:-,-�.....::I....�,..I.�.-.I—�-.-.,�.I-.i�.-:-....-I..I....�.:.5.:�...�-I..-.�-.-.:-...,..-I.-..:'.....1.�.:.-':::.-:-I�..,:..---,..,I-.,I..:..:.:,�.:�I....---.::...:.-.-��--...I..::.:I....�-- I..-..1.II.I..-�.1 I L.�--..II.�.- .,,. . I • ..-.. - . - Certificate of Occupancy $ . -�_ Building/Frame Permit Fee $ �, Foundation Permit Fee $ Other Permit Fee $ TOTAL $ _ Check#. �- ,E. Building Inspector { / . . - 4-.. - - ... ... .. -_- .. r - •ay„� - 4 - J Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanuing/Massage/Body Art ❑ Swumning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Pennanent Dmmpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLAA&_ NNING & DEVELOPMENT Reviewed On j Signature_ COMMENTS �CONSERVATION Reviewed on Si nature COMMENTS UJ. AA j HEALTH Reviewed on Signature COMMENTS I`� ( ��-✓ � Zoning Board of Appeals: Variance Petition Nod ^�� Zoning Decision/r ceipt submitted yes Planning Board Decision: 1 Comments V Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site ,yes no, Located at.124;Ma in Street Fire-Department signature/date COMMENTS Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ 4 TYPE OF. SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Permanent Dm pster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed OnQ Signature_ COMMENTS !� CONSERVATION Reviewed on �4S�inature COMMENTS P -O ( 00 , HEALTH Reviewed on Signature COMMENTS I`� �:�✓��.� k/Zoning Board of Appeals: Variance Petition Nod ��� Zoning Decision/r kelpt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Wafter& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMI ENT: Temp;Dumpsfer on site :yes, iio, t: Y..'lntre ~ Located ata124sMaiSet FiieDepartment saignature/date 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) ❑ Notified for pickup Call Email Date Time Contact Name Doo.Building Pennit Revised 2014 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 ®ANGER ZONE LITERATURE: yes MGL Chapter 166 section 21 --F and G min.$1oo-$1o0o fine �® NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Contact Name Doc.Building permit Revised 2014 Building Department FTh7follwiqg isa 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 :at Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4. Building Permit Application Certified Surveyed Plot Plan 4 Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract A. 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 1�10TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) i� 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 I ECC Energy code Engineering Affidavits for Engineered products OTE: 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 appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 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 4, 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 , OTE: 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 Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan ; Photo of H.I.C. And C.S.L. Licenses � Workers Comp Affidavit t Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 4L 2012 IECC Energy code Engineering Affidavits for Engineered products TOTE: 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 appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 NORTFj '9 own of t _ s ndover C No. V- Q h ti WIN V � 2 ,� o ver, Mass, 12-- cocNIcNew�cK y1. ASR^TED PPa��S S U BOARD OF HEALTH Food/Kitchen PER Septic System THIS CERTIFIES THAT ..q'. t „IT T D two" BUILDING INSPECTOR Foundation .. Peterts' has permission to erect .......................... buildings on ...1. .....�r�.. �.... .. ............. Rough to be occupied as �!MNlI�t.!%---* . sY. ................... Chimney provided that the person accepting this permit shall in every respect conform to 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 Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTS ELECTRICAL INSPECTOR UNLESS CONVON Rough Service .. ........ ....... Final BUILDING INS CTO 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. TOT OF WORTH ANDOVER sPEaA .!VEn ZONING BOARD OF APPEALS PW12 NAMEIHawl.95 ► cc-��ieKDA�� �o��rZT4 �4. er.�;�-� All to: 09 ADDRESS OF APPEAL I C H4- I cK sr< NO, A ND o� MA 6 1 �..�,_._.........�,_.,..�_:..__ _ Tovm Clerk Time Stam Prrocedu re' & Requirements for an AppOication for a Specials Permit Twelve(12)copies of the following information must be STEP 6•SCHEDULING OF HEARING AND submitted thirty 30 days prior to the first public hearing. PREPARATION OF LEGAL NOTICE: Failure to submit the required information within the The Office of the Zoning Board of Appeals schedules time periods prescribed may result in a dismissal by the the applicant for a hearing date and prepares the legal Zonina Board of an application as incomplete. notice for mailing to the parties in interest(abutters)and The information herein is an abstract of more specific for publication in the newspaper. The petitioner is requirements listed in the Zoning Board Rules and notified that the legal notice has been prepared and the Regulations and is not meant to supersede them. The cost of the Party in Interest fee. Petitioner will complete items that are underlined STEP 7: DELIVERY OF LEGAL NOTICE TO STEP 1:ADMINISTRATOR PERMIT DENIAL: NEWSPAPER The petitioner applies for a Building Permit and The petitioner picks up the legal notice from the Office receivers a Zoning Bylaw Denial form completed by the of the Zoning Board of Appeals and delivers the legal Building Commissioner. notice to the local newspaper for publication. STEP 2: SPECIAL PERMIT APPLICATION FORM STEP 8: PUBLIC HEARING BEFORE THE ZONING Petitioner completes an application form to petition the BOARD OF APPEALS: Board of Appeals for a Special Permit. All information The petitioner should appear in his/her behalf, or be as required in items 1 through and including 11 shall be represented by an agent or attorney. In the absence of completed. any appearance without due cause on behalf of the petition,the Board shall decide on the matter by using STEP 3: PLAN PREPARATION: the Information it has received to date. Petitioner submits all of the required plan information as cited in Section 10 page 4 of this form. STEP 9: DECISION: After the hearing,a copy of the Board's decision will be STEP 4: LiST OF PARTIES IN INTEREST• sent to all parties in interest Any appeal of the Board's The petitioner requests the Assessors Office to compile decision may be made pursuant to Massachusetts a certified list of Parties in Interest(abutters). General Law ch.40A sec.17,within twenty(20)days after the decision is filed with the Town Clerk. STEPS: SUBMIT APPLICATION: Petitioner submits one(1)original and 11 Xerox copies STEP 10: RECORDING THE DECISION AND PLANS of all the required information to the Town Clerk's Office The petitioner is responsible for recording certification of to be certified by the Town Cleric with the time and date the decision, Mylar, and any accompanying plans at the of filing. The original will be left at the Town Clerk's Essex County North Registry of Deeds, 354 Merrimack Office, and the 11 Xerox copies will be left with the St., Lawrence MA 01843, and shall complete the Zoning Board of Appeals secretary. Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department. IMPORTANT PHONE NUMBERS: 978-688-9533 Office of Communtty Dev.&Services Town Hall 1600 Osgood Street 120 Main Street Building 20, Suite 2035 North Andover, Massachusetts 01845 978-688-9542 fax for Community Development offices 978-688-9501 Town Cleric's Office 978-688-9545 Building Department 978-688-9566 Assessor's Office 978-688-9541 Zoning Board of Appeals Office PAGE 9 of 4 PAGE 2 OF 4 Date &Time Stamp Application for a I L PERWIF North ANDOVER ZONING BOARD OF APPEALS 9. Petitioner: Name, address and telephone number: THOMAS f. UiFi-oKp/ 11 CHAIWtcK S-rkcc n No. 4NP0d67k MA o 11OL45' 61'+b) 4-49 - 2_0 55' "The petitioner shall be entered on the legal notice and the decision as entered above. 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: K06C&N-A A. CWf-r—okD AND r1iQN1gS P• C L lf-t=y&D 1q CWA) WICK s--r&fe r, NaR-rH AJPOVC�u MA 0(,045 04b) 4T9 - 2 o 55�' Years Owned Land: I'q 3. Location of Property: a. Street: l t C(40\141" S'T. Zoning District L( b. Assessors: Map number foG Lot Number: 32- c. Registry of Deeds: Book Number (2-03 0 Page Number: 2817 4. By-Law Sections under which the petition for the Special Permit is made. SEcTI ani q. IZZ . ILA .-p (r,-LA 'Disrs icr ,b „rwc KAM icy� *Refer to the Permit Denial and Zoning Sy-Law Plan Review as supplied by the Building Commissioner. 5. Describe the Special Permit request: IZEQt.+15sT V--of, A s-?6ciAL ?CVkM(_r Tb CoNS`t'RuCY A-J AID 1 T1-04 To A4 i k 1 s'ri N£ S+N Cx i,E M i<y H oM E T-b Tn/ c:L,o D E' T1-4 9" A)PITION Or- a-n-i�'2 �w t.�r G UNIT- s" nt9 I_z) Ca r4 %/A''�r 'rv/'r H0 Mi5- Ta A- 1-'40 •- FAWNIL)i bwELL +N k Jrt q Cc,vrZDq�(G� w I T-H 11-057 6Y LA W/ 'The above description shall be used for the purpose of the legal notice and decision. A more detailed description is required pursuant to the Zoning Board Rules and Regulations as cited on page 4 of this application. Page 3 of 4 NORTH ANDOVER ZONING BOARD OF APPEALS application for a SPECIA .. PERMIT r 6A. Existing Lot(s): Lot Area Open Space Percent Lot Frontage Parking Minimum Lot Setback Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear 111250 NA NA % !© F► 26-9 if7.'3,3 2,3.5{ 6B. Proposed Lot(s): Lot Area Open Space Percent Lot Frontage Parking Minimum Lot Setback Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear i1,250 N A % q'0 y Zb.s Ie,e3 23.51 3a.35' 6C. Required Lot: (As required by Zoning Bylaws&Table 2)) Lot Area Open Space Percent Lot Frontage Parking Minimum Lot Setback Sq.Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear 1 eb r4A_ r44 % 100 A— 30 to . Is 30 7A. Existing Building(s): Ground Floor Number of Total Use of Number Square feet Floors Sq.feet Building" of Units" 135q L- 2361 -c-1 r c,LF 1=AM 1Ly .DwELc.iAICr l *Reference Uses from the Zoning Bylaws&Table 1. "*State number of units in building. 7B. Proposed Building(s): Ground Floor Number of Total Use of Number Square feet Floors Sq.feet Building* of Units** N87 Z. 4031 Twa - �Ar�► tLy Dw�Lun�u 2 *Reference Uses from the Zoning Bylaws&Table 1. *"State number of units in building. 8. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form, which is the official form of the Zoning Board of Appeals. Every application shall be filled with the Town Clerk's Office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for ail expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Zoning Board Rules and Regulations may result in a dismissal by the Aning Board of this application as incomplete. Signature 01 Type above name(s) here 601411 A. J4 u6&44, A try 1 � T14OM 44,5 P cI-l R--a R-v SAGE 4 OF 4 SPECIAL PERMIT 9. WRITTEN DOCUMENTATION M One(1)Mylar,with one block for Registry Use Application for a Special Permit must be supported by a Only,and one block for five(5)ZBA signatures and legibly written or typed memorandum setting forth in date. detail all facts relied upon. When requesting a Special III) Plan shall be prepared,stamped and certified by Permit from the requirements of MGLA ch.40A,and the a Registered Professional Land Surveyor. Please North Andover Zoning By-laws,all dimensional note that plans by a Registered Professional Engineer, requirements shall be clearly identified and factually Registered Architect,and/or a Registered Landscape supported. All points, 1-6,are required to be Architect may be required for Major Projects. addressed with this application. *10 C. *Required Features On Plan: 1) Site Orientation shall include: 1.The particular use proposed for the land or structure. 1. north point 2.The specific site is an appropriate location for such 2. zoning district(s) use,structure or condition. 3. names of streets 3.There will be no nuisance or serious hazard to 4. wetlands(if applicable) vehicles or pedestrians. 5, abutters of property,within 300'radius 4.Adequate and appropriate facilities will be provided 6. locations of buildings on adjacent properties for the proper operation of the proposed use. within 50'from applicants proposed structure S.The use is in harmony with the purpose and intent of t 7. deed restrictions,easements. Zoning Bylaw. II) Legend&Graphic Aids shall include: 6.Specific reference and response to the criteria 1. Proposed features in solid lines&outlined in red required by the particular Special Permit for which 2. Existing features to be removed in dashed lines this application is made(i.e.the Earth Removal 3. Graphic Scales Special Permit has unique criteria and submittal 4- Date of Pian requirements). 5. Title of Plan 6. Names addresses and phone numbers of the 10. PLAN OF LAND applicant,owner of record,and land surveyor. Each application to the Zoning Board of Appeals shall 7. Locus. be accompanied by the following described plan. Plans 10 D. Minor Projects must be submitted with this application to the Town Minor projects,such as decks,sheds,and garages, Clerk's Office and ZBA secretary at least thirty(30)days shall require only the plan information as indicated with prior peal the public hearing before the Zoning Board of an..asterisks(*). In some cases further information may pp be required A set of building elevation plans by a Registered 'i. APPLICATION FILING FEES Architect may be required when the application involves new construction/a conversion/and/or a A. Notification fees:Applicant shall provide a proposed change in use. check or money order to:"Town of North Andover"for the cost of first class, certified, return receipt x#of 10 A. Major Projects all parties in interest identified in MGLA ch. 40A§11 on the abutter's list for the legal notice check.Also, Major projects are those,which involve one of the the applicant shall supply first class postage stamps following whether existing or proposed: for each address listed on the abutter's list, plus an I)five or more parking spaces, additional 2 for the decision mailing. 11)three(3)or more dwelling units, B. Mailing labels:Applicant shall provide four(4) IIfj 2000 square feet of building area. sets of mailing labels no larger than 1"x2 5/8"(3 copies for the Legal mailing and one copy for the Decision Major Projects shall require that in addition to the above mailing). features,plans must show detailed utilities,soils, and C. See 2005 Revised Fee Schedule. topographic information. ©ID A Special Permit once granted by the ZBA will *10. B.*Plan Specifications: lapse in 2(two)years if not exercised and a new 1) Size of plan: Ten(10)paper copies of a plan not petition must be submitted. ©<91 to exceed 11'x17", preferred scale of 1°'=40' NOTICE OF CANCELLATION YOU MAY CANCEL THIS TRANSACTION, WITHOUT PENALTY OR OBLIGATION, WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE, AND ANY NEGOTIABLE INSTRUMENTS EXECUTED BY YOU WILL BE RETURNED WITHIN TEN BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOU CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL,YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE; OR YOU MAY, IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN TWENTY DAYS OF THE DATE OF CANCELLATION, YOU MAY RETAIN OR DESPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, OR SEND A TELEGRAM TO [Name of Seller],AT [Address of Seller's Place of Business] NOT LATER THAN MIDNIGHT OF (date). I HEREBY CANCEL THIS TRANSACTION. Date: Buyer's Signature: The Commonwealth of Massachusetts Department of lndustrialAccidents I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Avylicant Information Please Print Leizibl Name (Business/OrganizatiorAndividual): e�l t e''1 Address: ,?7 1-1 n dee, ,�(/• City/State/Zip: N d&I"-& 19160 Phone#._A76 Are you an employer?Check the appropriate box: Type of project(required): 1.[J I am a employer with employees(full and/or part-time)." 7. ❑New construction 2.Q 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.Q I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 +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. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[�Roof repairs hese sub-contractors have employees and have workers'comp.insurance.x 6.Q We are a corporation and its officers have exercised their right of'exemption per MGL C. 14.Q Other ' 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 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. If the sub-contractors have employees,they must provide their workers'comp.policy number. Iain an employer that is providing workers'compensation insurance for niy employees. Below is the policy and job site information. ,,y� / Insurance Company Name: AA thZA/ / Policy#or Self-ins.Lie.#: �� ry'�t7�/J,,�J fT�J ��-1)�� Expiration Date: zo/ � Job Site Address: /01 cywyie_IL- City/State/Zip: �d• v Uev' 'y (7/tq4✓�i Attach a copy of the workers'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 j 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 ee fi y un file ins d penalties of perjury that the information provided above is trete and correct. Si nature: i Date: ' Phone#• PrP Official use only. Do not iprite 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#: dMassachusetts -Qepartment of Public,Safety, 'Board of.Buiiding Regulations and Standards :`i+iitT27Cfii'ilriii�iCi'�'isu�" ARM License: CS-102589 kS ]KEVIN 3 sm m 63 nvcLEw00n6jXW North Andover WA 0 Expiration Cornmissioner 03310512017 nLl ��fn C�a�x»xa�rcucar'f� n 1l�a.zlaclrr:;cltt Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration: • 108511 Type: r Expiration $/19/2018 DBA SMITH CONSTRUCTId Kevin Smith 37 LINDEN AVE ^ NORTH ANDOVER MA 01845 Undersecretary Massachusetts Home Improvement Contract This form satisfies all basic requirements of the state's Home Improvement Contractor Law(MGL chapter 142A),but does not include standard language to protect homeowners. Seek legal advice if necessary. Any person planning home improvements should first obtain a copy of"A Massachusetts Consumer Guide to Home Improvement"before agreeing to any work on your residence.You may obtain a free copy by calling the Office of Consumer Affairs and Business Regulation's Consumer Information Hotline at 617-973-8787 or 1-888-283-3757 or on our website. Homeowner Information Contractor Information Roberta and Steve Clifford Kevin Smith 19 Chadwick Street 37 Linden Avenue North Andover, MA 01845 North Andover,MA 01845 Phone: 978479-2055 Phone: 978-337-2986 Licenses: HIC# 108511 Exp. 8/19/2018 Const Supervisor# 102589 Exp. 3/5/2017 The Contractor agrees to do the following work for the Homeowner: Furnish all labor, materials, and equipment necessary to construct the two family addition shown on drawings prepared by Mr. Stephen Foster dated 8/29/2016 with structural design by Mr. Larry Ogden. Structural drawings D-1, D-2, D-3, and D-4 also included. Smith Construction Company estimate dated 6 September 2016 is included in this agreement. Start/Completion Dates Start Date: 9/12/2016 Substantial Completion Date: 1/6/2017 Required Permits—The following permits are required and will be secured by the contractor: Building Permit Electrical Permit • Plumbing and HVAC Permits to be obtained by Owner's contractors. Total Contract Price and Payment Schedule The Contractor agrees to perform the work,furnish the material and labor specified above for the total sum of: $ 216,800.00. Payments will be made according to the following schedule: 15% Upon signing contract 20% Foundation Completion 35% Frame/Roof Completion 15% Blueboard/Plastering Completion 10% Flooring Completed 5% Building Inspector Final Sign-off +Subcontractors - The contractor agrees to be solely responsible for completion of the work described regardless-of the actions of any third party/subcontractor utilized by the contractor. The contractor further agrees to be solely responsible for all payments to all subcontractors for materials and labor under this agreement Contract Acceptance-Upon signing,this document becomes a binding contract under law. Unless otherwise noted within this document,the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. • Don't be pressured into signing the contract. Take time to read and fully understand it. Ask questions if something is unclear. • Make sure the contractor has a valid Home Improvement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registered with the Director of Home Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 Park Plaza, Room 5170, Boston, MA 02116 or by calling 617-973-8787 or 888-283- 3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage, or ask to see a copy of a"proof of insurance" document. • Know your rights and responsibilities. Read the Important Information on the reverse side of this form and get a copy of the Consumer Guide to the Home Improvement Contractor Law. You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business,provided you notify the contractor in writing at his/her main office or branch office by ordinary mail posted,by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACESM Two identical copies of the contract must be completed and signed. One copy should go to the homeowner. The other copy should be kept by the contractor. Homeowner's Signature Contractor's Signature Date Date r/ Contractor Arbitration The Home Improvement Contractor Law provides homeowners with the right to initiate an arbitration action(as an alternative to court action)if they have a dispute with a contractor. The same right is not automatically afforded to a contractor,however. The contractor would have to resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract,the contractor may submit the dispute to a private arbitration firm which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided In Massachusetts General LaAofthe 2 W. 7 Ho eowner's Signature e NOTICE: The signatures of the parties above apply only to the agreeies to alternative dispute resolution initiated by the contractor. The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. Homeowner's Rights A homeowner's rights under the Home Improvement Contractor Law(MGL chapter 142A)and other consumer protection laws(i.e.MGL chapter 93A)may not be waived in any way,even by agreement. However,homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described,in a timely and workmanlike manner. Homeowners may be entitled to other specific legal rights if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor,all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your consumer/homeowner rights,contact the Consumer Information Hotline(listed below). Execution of Contract The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void,deleted,or not applicable. One original signed copy of the contract with attachments is to be given to the owner and the other kept by the contractor. Any modification to the original contract must be in writing and agreed to by both parties. Contracted work may not begin until both parties have received a fully executed copy of the contract, and the three day rescission period has expired. Accelerated Payments A contractor may not demand payments in advance of the dates specified on the payment schedule in cases where the homeowner deems him/herself to be financially insecure. However,in instances where a contractor deems him/herself to be financially insecure,the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures of both parties. Additional Information If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights,or if you wish to obtain a free copy of "A Massachusetts Consumer Guide to Home Improvement" contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 617-973-8787, 888-283-3757 or visit the OCABR website at httl)://ta-A-,,v.mass.ggv/ocabr/ If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law, contact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 617-973-8787,888-283-3757 or visit the RIC website at http-t'/NN'-VN'kv.m,ass.gov/ocabr/ Go online to view the status of a Home Improvement Contractor's Registration: hU:4/db.state.nia.us/homeii-nprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business, call: Consumer Complaint Section Office of the Attorney General 617-727-8400 AND/OR Better Business Bureau 508-652-4800, 508-755-2548 or 413-734-3114 Version 2.1-11/222010 P-1101 I.: - r vK lst3t'3F S CMV3M V u E D WITH RCaF Tt1 V:,St:S RC'np. et-trNG IaND MIN a4"woo9 }?Aapd 8 RA c1+utt -ro Up Dri s le".1CP t>vv v"' 4 an other m111V not ehorm Roq b Air Space FETA t L E 4 Q!� T USS Mt�Ut 1,r r+."� R ;kWQ. - to be /n C'0W rr'v=0 M7/th ce►atvaa 16d a a"oc. re�Ie 06cns rig or thm 2X Blocking rifnq ® 16" o.c. �'�_'� x .tai) Mt ttchrl rtta eooiloh rey1g/on -- of stud rim to first •hist - Soo Plans and Socrlons , for Hurrlcono Clips and Coping Rolter , connoc(Jons. t NA 11.1 AJ0 r-- C,CeBd toes 411's &%tmt t CwaO r3J pro-block 9x Toa Nall 2X Blocking IZ'1" BOARU' SMALL Ccurvv-sl•o � B/xklnr� (3) - 8d nol/a (3) - 8d nods O 6" o.c. 5Ptmp. taSTP� G 1396 Cor of Dry-iml!�y Per black (r)p.) Connect Drywop wlfh p6TA i L GcRQW t.EfV(�i11 - - T�cr m or 6 .. r)PO W or S scrows @ 12" a.c. Q1JT5►Df: COiaNeR gi1T141fr -' D ----per ASTM C 1002 with a r 12'60 rl¢ a �' 'Y o.F.�Ci^ 17y �;' - -• • 2 t 4 Blontal m/nlmum ponetrot/on of 518- '' at Hong 'tol (t)7� / �`� I S�$ C 10� ©d rear pall 0 6"a C. Shoorhlnq „binl - � (�.J GKPewA Dom ..� Cannoct kb/1 & Roof Shooth/ng 1AJ�YA1.t.B i IN with ad nails D 6" o.c. ' at Pana/ odgca and tlEttt�p , e 12" o.e:. In the /n tor/ora. IU IRi e i� 1 2X Block/ng ® 16"O.C. fiat ,deist 16h a�Z,�"tx •• A/tornato Attachrront at stud rim to () r5ct•Na/Je 6��i'+ 16 Qo, 1 J/4" atop/os �3yZ"x.lai� �` of 3 0,0, of pan a/ edgaa and 6" C.C. at Intallors �a11E'At�1lu6. Q �" 6'C� Rir, tans} o .►--•-"—� �/sr I N(�1t�N4 N+1� %4°' Xhxb/e _ t�loeA/no �tflR�z¢n:l. �Pt t t.f. pt-1-Alt - W 01flp .+blot or - 0.3 =PJT5 6't�vtxva.atuG ed Too Nall O 6" O.C. FC PAnt84 f3RGN Bir 'interior �S( K ° Rim Boo�� � s a�Naa r»aa -s! X o.n3" p,crertron 15 Nor Rim Joist to Plot, (to,) Wit RL=Cti?E3 - 16d nails ® 16" O.C. n!!/s -3 //2 713>" 8 WNL�nJ Of Brocavall Into DE'TYi�I IA)biU� e.040 . PMrAIG C-0 tS Joist/8loekin -----i Note; All HorlZonro/ Sheath/ng ► r r 1•}0 12e9ari'y�t •brn is r , to be no/lad with 8d no/la 0 6, 0.c. to Blocunless o orwlse 64PSUM �„�//tg/ F► /��CL!/�• Fxt;¢�1pN j notedoted on on Framinp g Plans 6bARp 5 t'�C k ;w G (1{' - G IWfii'gJ4 T �. :; 1 rv�►t,�,,i� to loot' Fre9/n/ to ~- e' 2X Blocking 16' o.c. ►bd�C t t lOMETH GB-GYPS LL PANELS NSTRUCIION G..1�v tr at stud rim to first Joist .r IAJIt`M GAR�� 8d Too No/� O 6" o.c. _ a R/m brst to Plato 8d roenail Vot* f Ai p4(p �LOGK CIS cry (trp,J �� brst O 6" O.C. Ue'rMLS i 2 • °� 1/2"dlo. A307 Anchor Bolt with X e• , nut and washer. 3 1/2"min. _ 12• mox.a � '$ t `,• from end and max 6'-0" o.c eocl, plot. , � G7 r+ ? o a' or as shown on the drowJngs. '+J - -_ Minimum 2 Bolts oto. A. CORNER, p PTA I L. �n Perpendicular 8d nofis - 2 1/2"X 0.1 11 or FrPary/lel Ia ina 16d nails - 3 1/2" x 0.135" � to F/oar Fromino ^9 1 or' C�`'t NOTE: THIS DRAWING IS SCHEMATIC FOR THE FNR Panel Additional Connections PURPOSE OF SHOWING REQUIRED CONNECTIONS WALL OftACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8TH EDITION � t y exterior wol/s 602. 10. SEE PLANS FOR LAYOUT,DETAILS,FRAMING OF TM MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS. r� I_ P D W STkTO]D CS-RVSP OTHER WALL BRACING DETAILS AND ALL OTHER I13C A�ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS,DO NOT S' �< A,"a� CONTINUOUSTRUCTURAL PANEL SHEATHING STRUCTURAL REQUIHEIMEN' - !MODIFY DOOR OR Ey[I�Ogr OPENING SIZES AND LOCATIONS OR HEIGHTS AND ! f: LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE t g ' a OF WALL BRACING REQUIREMENTS OF THE CODE. oc noiling not shown to be nce with table R602.3 (1)Moss. Code 8th Edition nam Rim 8 O A P P � 1 q C nA W:C4 o. LAWRENCE H. OGDEN.P.E. PROJECT: D - 1— SPI.+G�: 0 GTc'�1 '$o�� �O @ 198 EAST MAIN STREET WA1LL BRAC I Qa Ct_1 RI:eJRD R�Si+©1`tu� e g ��' GEORGETOWN,IMA.oi833 I 19 a W A D w 1 C tZ RD 0A O 978-352-8318,cell 978-5E 02-5921 D 'T'AELS tv O RT 012SM3 A�117Du E R Rt'1 � to oxtatd NoA%*r•to cxtand Pony Alla//r,rxcr to ova/!(ell Pard awcr lush Pem Td+/a R602.Aa4 Z.1 a>d F1,Fry RBOZAO,•,1.1 For Pavy!L(m/t hrs/ght ofxrd^5 m/th 1 Roma 8d a 74P.Cor Mao Datb/o :m P/ata Gaal rcqutrod tCmJon strap 9 aTT X n Govanxt Preto to 1Pw/th?ft=0 104100114 n r7"o a � 146% L 5TA 71(3 n d - 4Jd s/v�tcr>r ::::: EeA µAwder E C:: f go 04--h one cr opco/v 3 rows dd rb/li or MW oxteznd to toys of gill/ I 'I II II Fl�u•Jpt/vo Dia/gn II II Covrierot dJac+orh! to a II covw=t Plato to 1do� Dcxd on INC 71 09 II II rrJth tTd vas!ls 9"o c, n II au/th 2 rock Aad Oft*cr 54 I !'sorra/R•=a 11 t5►Jd Ct a>Mxwf II ,o Ncl/a o S"o.G. - I Akcrmirve ti n li i1 Q tg/xklrr�Fq^ehcCt�Jn� ;W- 6f. R50240 ti.? II /seed thin mddla 244 II top 743 fou"datlon. C4w"=t t9C.y 'L:ocY II 8d Mills-All Stmt*P/otos II .� w/th(9J- Aid S/nksr Nolle ' I MockMe o 9"o a II n '� t1 II II tI GCA'Ma:':Ct 6t{ds m/th?nolra Ikid wills o 4"oc.I# 4 pOWCcls !?J.-4/0*Anchor Soto w/th?11a"x?J/?"x9143"lUrahar Pato SNO 14 C&i;v Tlo GdrCq o Door A.007 eo/ts, 7"o�Oet e#)1&J 'old 000" a c+�h end „44''Dc=/esteem-r ,,as1; ofW/1pc=la qsp.) .�.1'ha3ALa�'IIIK�' lvJElG1'U/rtalildmta 14 Ea*ed (m/n.J m Gone, �4 Rckxs w/th a'Lqp T t a or tws/1 • Ma7thod PFM IntcrmtodJata Portol I)-4?w .....rr -0 /,W J with hold down __ 860240,3.3/RG Alvm I I CArAge Door Proparod MY, 000 84 rebercondlttora d LIIfiUMlow � Fra1�71 �QgUlrt�ment8 c�galon .: MIL n�A* m/n/am Ptv t/ sit rlo°J o p �c InoCNnr�. M'o'". -`-� 2"-?Stav 970-W2-5921 ' " . r -�c =' Ecch 9ve/JfyJny pars/ !valent to 4 ` Note: E mall, lhogmnoco>n�c�st,nlst a ., tom:' A�i:" :- �1�d�•�Jv Thta dots// la echemattc O� ""' �� a+,ac n '. /n Brxcd!L(oA!L/ne, 8QQ Foundstlon P/an For =„a„ .......... '_ '�� HaJglht.soy bis atoll Panol /one,the eSnd location AlanCea�roll -r,�w ,z, „� �, 1�ire to>? colonial Draft! uwarwtw.rrwrwn.rre+ /f Jned h d 1 w.ar..w.rrwrrr.wirMrd"JMe.r of 6" a 67NO Sid Anchor Bt o/ta � �.•�•.°-•�.°�,«,�•.'~•^�.�~. t>rc�!►3 r, ,n�,�d 978-902-0131 ala e.y".iw�ar.�ww"raw r ■cf w w7 i x l.2 w/th a casae/a ►r ...mou�yr.'cywwrrrs.wa.r,srw Lot alanccaw Irv'.C47M ` raw vcxt/oal o�tacnln l or ems, i..wCAUr1Y+�1,'rrMW nw11 M�iwnr"'wa+pY�w.—ir w'�i�riw�w e"M�"1= o � ; I.,AWR 4NCZ a OG DEN.P.E. eIN GLZ G A RA C M PROJECT: �, t9 G Jccs 198 EAST AtAIlg1 ST�t ET DOOR ?F4 C L I F F O R D RE ,5 t D E NCE R ae o GEORGETO"t MA.01P3 9 CN AD bd I G ts. D 4 t�J t,�R'A'M AN UOVE-RA MA ZONAL 97$352-8318, ceU 97$-502-5921• f �� EXTERIOR DECKS,PORCHES&STAIRS 9-10-13 4" 6 c►taG, sap&�_CIA►t Miw I sP<va 14u1_ i + DECKS,PORCHES AND EXTERIOR STAIRS TO BE DESIGNED FOR THE 1 FOLLOWING LOADS. LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND } ° UPLIFT FORCES. ` 1+ I► e GUARD AND HANDRAILS:200 LBS IN ANY DIRECTION AT ANY POINT. 1�2" 51r+PsoN INFILL COMPONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. M:D6 T�?t�ADEP tzuo I E40 STAIR TREADS:THE GREATER OF 40 PSF.OR 300 LBS.CONCENTRATED LOAD. - g� oR ����r DECK CONSTRUCTION IS COVERED IN SECTION 8502.2.2 OF THE 8m EDITION ;F 3 fg I+ �q,1 N t"R 51 tr R OF THE MASS.STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. � RtQDA JOIST C0k-WECTOR:, R NOTE:NEW SECTION R502.2.2.3 REQUIRES A DECK LATERAL LOAD CONNECTION.SEE ALSO MASS.AMEDMENT TO SECTIO14 R602.10 FOR 2ILUNCONDITIONED PORCHES. oc, @U. . if_E iN1'LR SP4CIA)C- MoD PS( 'DECK LOAD pR t^Z $ " a c, REFER TO AMMERICAN FOREST&PAPER ASSOCIATION(AF&PA)www.uwc.otrn: W l 4 E D E G(c. (� A PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GLIDE(DCA6-09) � SyD � -- _ -D E GK__5_t-�.¢ tx33+-i+� to t O W+DE 9" cc • AS REVISED MAY 2013, MASS AMENDMENT 8301.1.1. CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT - g 1Mp3ON 10-t to 12.1 W +DE rl-� cc. IN COMPLIANCE WITH THIS GUIDE. • 1 -t�s.4t� R+D 5'f" G.EM+tN�U'O&S 12`•.t" T'o 14' w IDQ„ 4,,+ pL SIMPSON STRONG-TIE ALSO PUBLISHES HELPFUL GUIDES TO DECK F�R. 'TO FASTEN M�ST1=R TEcNrvlcAt_ [3ULGETI/� CONSTRUCTION. V EC•1=• t„-.E DG-E 12, O A t n'1 30\5-r F=OR 2 2 t(_ N'IO►t S t t, REF E 5 2. . ' 3 J RC 009: __I�_. N5�'A LLA'ri Dt� PROCEDURES ,A.?ulD 01-HER ALL WOOD FRAMING MATERIALS TO BE PRESSURE TREATED. II _ L t�,�•tT 7.._ _To 8 :C+7 RR D��Qn(i._ P RPTGt q!_._ ' _ a EQ VI RE M T g ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. 1 gIM'PsQ : _AIND pRq'OsuRp '..-MJ AT t,VM8 R e ` rtlr CQM��4 DA�"►�?N6 " CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION - n E G k L E D G E R, G Ol+t1JEGTt D 7q REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR C Q.N t.-t, ,p ZTA t L EXTERIOR FRAMING AND THE CONNECTION MANUFACTUERS 4• FL-F s-H rte Cy 'APA 0 WATI'�P R©n F tJq G• i.�X.-PTt*I' R3 pvacu pCiTA 14•S RECOMMENDATIONS. M►Nti`tui++� , . C-oNNRCnQN "-A WTE a V aF Ratc uo g+awPsonl -F-?4p- OF• 9VNb¢551 0T4eA-r V4.:1.4; -t4,,0r(3P- S,MII AR a I-5suz8 p_AA }.IN'Ga PLAK,S'. (! 1 DV--GIK LDG-'s1{v,NZ><' - 46DGER Wl } 0^psav N2•SA y- Sn aCi+caR G Lock TO OpNTt%L uNC OF srvD �EGk. 1. A TeR.A�._ t.. o,gt7 GpN.N 7"RQ�4_ + HvaslcA jr c.-P - ¢RF 2K4-FLAT COUNtCTRO i/� pTQLY.u000 gpAcEts4 70 +�aTCM W1077+ OF PofT -tp JJAJS')NG STvDS OF SIMPLON LPC Z e,03 OR W%Tµ. 3- 33/8" SGe AC6krAAC.EFi CAP$ FOR 6.6.POST LEDFER loK QI.A n/ AC4cRACC4• CAPS FOR 4+4-POST ZL ALL. CONNECTORS To DG $XlSTNG RIM $OAf'� WIN1>04 SILL $�w+pSON -z MMA • Zxlp LEDGER} RAY IF Ap0L0:A3L! Use. ONL•( F+Ah>TCmaRS Rer,OVL• t1OIN4- 1. Spar-%F+60 FOILI"95l'_ COuvSC Q$ Aw0'caamme-T - --11 a SIMPSON Al-L k-UM0B a To 0P_ '� EXISTING rr v.+ NO NT ' /3•LS GL7P 2} pap SS,,%f TRff VrCD t.E•OGOR WTI•f CONTRokTMLR TO M 2 RowS byo hcGva4T�LK LOuRTE S lMps oN scro FOIL 6•b Posr pASrem I•.A,Srs.R STVps TO INs VR.E SEF F�AM�A1G.�tt4W cAP BASE eco roa 4•« Pesr ' L.EDGLR K I pV&SIL LO K-IIJ5TAk"AT10 Pmfi A! AG Ctpt ARE G9MflRE D CW4T a CSS G�Rve¢ 6+Mpson� SOIST NAubER LVSz1035 E•K`�' R' '' �• Z't b bx(aT s PtiR Of 51MPSON ��� w/ /L.DT Ac-(. GApS FIv%% 6Aiposr 81� AC4 0A ACE 4- CAPS POOL 4+4• P*3T NOTE I GA RSFUu.Y QQ e Lywa.D $7qton ASUG'6 SA517 y{1Aeeat GQ LP Z r e-aPS NOTIF-( ERNGINEI- 88FtlR'L pQoecEVING l9 S!.� L� W 60G p0r 1 1 I $IrpsoN ADV 64 FOIL Gx4 PasT IF T4Hs 'DGTRIL,, GAN NOT +a E �t Q 1 1 1 P Ax t C7mmrata , T / ¢� 4 ' i i ' P/ardwcupd ❑ ActOMPLtSN@D /}S S3FOWT1 1 1 1 /!fid! .� 5�8 ANcNoa BOLT ry l4ED ROOF /4T ►4©u9 F �ba� } ♦ ' 1 a � I O" 4' 'I'V t fr o f 200 b 5 tG POOr LAW=� OMEN.P.E. Q�K Fo R C' f l PCo�,IE�F O P S Ap - TYPICAL $43C$lon u*1DISTvaBEp 19gE - T �AENSTE (fit T OTE1a k 5� D���G Fr ,5 s L GE01 GUTOWN,MA.01833 SAND V RTA i t-ez C H A b W l ev C� R D e 979,352-031.8,COR 978-502-5921• RJORTK AN I)Dus(:R� MA tf`e1 tet RC�Of TR uC15c S P000. WOOD �' Ca AMP SRAcI+v& -To Lie DLS16"Cp /\Np Re;d Air Space DETA I(-E h 194 T P u5 S �•T�- A//other nl�l!!ig wt Ntsxsyr j�SI1Jr�;�rr�+ER ��(�' :a by /n ccxM'CrakYwo dr/th ID 16 d u 1 a"t?C, 748lo C>02-9 IV cY tho 2)(Blockistud ri'm to first �bist ng O 16" o,c. of stud ri '1i11 x .ta!) Mc eaeixlactta Ce a oh Edlt/on, Seo Plans and Soctlons for Hurdoono Clips __ ' I , and Colling Rafter � I I connections, i ' ( PtA1LlIJ� ' 5 ce f G M CDA�Q t3Ct foo nolle o 6�O.G ' - 1 t 3J/rrcr b/aeR Blaeth i Too Nol/ '` 2X Blocking F� q"+ 0(3ARUl. s61Att.. CQvFa"-y'�,j . r� (J) - 8d oaks (J) - 8d nails O 6" o.c, SPI rr.[' per block (f)p.) ASTPvi C 139(, corr,lxt Dly-tUoll m Connect Or ywol/ wlth pETA I GuT+SICE cof�NLQ gara►e. �iCRi?w t-E�rGTH - _ TV�aer mews .• .. Tjpe W ar S screws O 12" a.c. --- IIa�GQ ( I`�u - p'r'�'o.c. - 2 x 4 B/ock/ng per ASTM C 1002 with a m/n/mum poNp-)Non of 51,11 1 a at Hor&ontal / " 13 a S 1 C Its _ ShootMnp ,bint _ GKP6WN QOA;RD .,o,. � Connect Nbll Q' Roof Sheathing with 8d no!/s O 6" O.C. of pond odpca and 14N G!`. ? ' ' I q" I 12" a.a. In the Intortors. 2X Blocking O 16"o.c. WITH r of stud rim to Plitt ,bis! 1`e 2IZ,''ac IJ A/tomoto Attachment (J �alb 16 go. 1 J/4" stop/o: "x.1D1� o �p �I of J o.c, o1 pans! edges `�—'"" t IARAtaltU6. 0%& r t)r1z,-vT A and 6" o.c, of /nta7ors — b/st NI#It.NJG N%tj %4" fllalub/a � $C'f' flim enApv ! woo* „b/et ar » 3r�r 1c r. u1' A 1c. xEC +I %"VCtv*.L „ _- .lntcrtcr auxttt c PMJML. 14014 15 8d Toe No l 6" o.c. RIS, DOAO J) i CaaNaa nolle -2! x O./l3"" �ln� R Gs��1�f RIM ,h/st to Plato (t}y.) �d news -3 1/2 0.135 (3) - 1$d soils E7 16" O.C. �a'ICE � + W►LG=n.J Of Bmcewall Into pg`gl� IN61D@. Cl t,vt;�� 17R.TAIL. . .hist/Blocking "—'�'i + �+ ' GQ !S _ IVO tB: i e t-1Dc� Al/ Hort;onto/ Sheathing .bJmis IZAaInIt to bo nallad with ed malls O 6' o.c, (Llrap2 .lfla to Block/ng unlestromi , plans/se noted on Fmming plans SOAP-0 tv liar f"rdm! to �• �•, J:1/�i ti t'+ lNR11.IA7jr' . to F� 2x Blocking a 16" o.c, 1 4cbd¢Z'"oC L"Ta GB-GYPSUM WALL PANELS WSTRUCTION '' U IRS© FOM (»i iU at stud rim to first 4""OQ 01Ngh �3'/:�R VO-ISO s 8d Too Nal/ O B" o.c. t•'1rv+ CAR�&e T415 VrMIL LVOT l4?i 1" NO RIM ,hist to Plato 8d Toonail pm PPAINb LOCK O 6" o.c. DMA%LS `I ' ►. 1/2"d/o. A507 Anchor Bolt w/th e 72 ,',, nut and washer, 3 1/2"min. - 12'max. Qfrom end and max. 6'-0" a.c each plate a . � t -� M�inum 2 Bol03 Shown ts per Wo/l Pthe ote. •'p.e D . . GRRAGE CORNER IDP-TAIL PerRendlGL//or 8d noris - 2 1�Q"x 'c �It Para/lel �o Floor /na 16d nails - 3 1/2' x aIm" Q s Fr_ omto F/oar Frornino r' r NOTE: THIS DRAWING IS SCHEMATIC FOR THE Braced Woll Pone/ Additional Connections PUl1POSE OF SHOWING REQUIRED CONNECTIONS WALL DRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE Oral EDITION ( for all exterior walls 602, 10. SEE PLANS FOR LAYOUT,DETAILS,FRAMING OF THS MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS, 2- P o W, OTHER FALL BRACING DETAILS AND ALL OTHER IRC AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT Imo+TROD CS WSP STRUC'T'URAL REQUI=,MENT3 MODIFY DOOR OR WINIIOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND �'%" r,"ny, CONTINUOUS STRUCTURAL PANEL SHEATHINGLENG IS OF WALLS C AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE 10 ' U2� L� WALL BRACING REQUIREMENTS OF THE CODE. r� r'�.' oc A/l other roiling not shown to be � a�in conformance with table R602.3 (1) Of the Moss. Code 8th Edition pick PTiOJECT. I R I M B O A P 0 � 19 C Ian wxq LAWRENCE H. OGDEN.P.E. � _ , SPLI c L P G i�r l_ o�� �O 198 EAST MAIN STREET WALL BRAKING CLI F{o" R�,1 DCt tz GEORGETOWN,MA,01833 I , -) e W A D w 1 C m F=p 0A 0 +_ - and 978-332-8318,cell 978-502-5921 DETAE.S NORTH a 125, 16 20. WALL BRACING FOR THIS PROJECT IS BASED ON THE 8M EDITION OF THE STRUCTURAL GENERAL NOTES: MASSACHUSETTS STATE BUILDING CODE FOR 18:2 FAMILY DWELLINGS AND ALTERNATES AS INDICATED ON THE DRAWINGS.BO NOT MODIFY DOOR OR WINDOW OPENING SIZES I. LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM, E=2,000,000 PSI,Fb-3100 PSI.OR AND LCCATIONS,OCR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE APPROVED EQUAL. ALL INSTALLATION TO BE PER THE MANUFACTURERS CURRENT ARCHIMC TURAL D'IAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE 6- o G . me 1 RECOMMENDATIONS AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS CODS. mwm 3W4c,iwc '✓PALING VERSA LAM TO BE BOISE CASCADE VERSA-LAM 1.7 2650,DO NOT KNOTCH OR CUT LVL - 03AM OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTUREM 21. TSE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A � e Z,R ply S 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS TO BE CONEECTED TOGETHER WITH PART OF ARE INTEND' FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED.DO NOT DEVIATEC+ROP�I THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED FASTEN MASTER TRUSS LOKOR SIMPSON SDW SCREWS AS SHOWN ON DRAWINGS. WITHOUT APPROVAL OF THE ENGINEER. z„ p-— 6 3. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 LVLS USE 3"X 3.5"1 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON 22. AT THE COMPETION OF TIRE FRAMING WORK THE LICENSED CONSTRUCTION DRAWINGS OR ON STEEL. SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS oc. 4. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE PERFORMED ACCORDING TO THE DRAWINGS,DETAIL&NOTES,MANUFACTURMS FWM vvol 6p SF�9CyK• ' S. 11009 ARID WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.AT INSTALLATION REQjUII LNZNTS AND THE a' 'EDITION OF TIRE Z" PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES OR AS SHOWN ON MASSACHUSETTS BUILDING CODE FOR 1612 FAMILY RESIDENCES. DRAWINGS a 3 Rcyws 6. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN ENGINEER;1911 EAST MAIN STREET LAWRENCE H.OLDEN P.E. ACCORDANCE WITH ASTM C 1002 @ 7"OC.AND SHALL PENETRATE FRAMING A MINIMUM OF Za a 5/8".ORAS SHOWN ON DRAWINGS. GEORGETOWN,WA,01MOGD " 7. ALL OTHLrR FRAMING TO BE PER THE 8TH EDITION OF MASSACHUSETTS STATE 97139203IB, �97if-5B2-3921 -�� �-�-�- BUILDING CODE.FRAMING LUMBER Ib-875 psi, E=1,200.000 psi - ScRHw L t3A/G- 8, ALL JOIST AND BEAD HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND BOMFJOIST&BEAM.-LDOC 3/5/12 7 u.��-t S 1 '� i �,tJc.f " 4L��S 4 allq• NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 10"FOUNDA7ION WALLS EXCEEDING 9. . USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR THE BELOW LISTED CRITERIA MAY TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION REQUIRE VERICLE REINF04CING NOTES: FOUNDATION NOTES CONSULT ENGIIVNER OF RECORD 1) SCREWS TO BE FASTEN MASTER TRUSS LOK P�iOTF.CTIED PER PRESSURE TREATED LUMBER MANUFACTURES OR snMpsoN snw sCR$ws RECOMMENDATIONS AND SIMPSON STRONG TIE RECOMIviENDATIONS,OR FOUNDATION ANCHOR BOLTS WALL HEIGHT UNBALANCED FILL HT. ti SEE DRAWINGS FOR LENGTH OF SCREW AND STAINLESS STEEL. 1 i 2"DIAM M wn WASHER 7"EMBD. 8 ft. 7tY. JON CENTER SPACING. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD 3 K"MIN. 12"MAX.FROM END OF EACH 9 k bg, 9, 2)ALL2 MEMBER LVb BEAMS To uAVS SCREWS TiJHE FOR DELIVERY. I PLATE VND MAIL 6tt-0 in O.C. 10[G bhFROM ONE SIDE Ww - �"I � 3) 10. ALL P -ENGINEERRD JOIST TO BE BY BOISE CASCADE OR APPROVED EQUAL AND ORAS SHOWN ON THE DRAWINGS. STEM WALLS 4ft. R LVL RICANS TO SAVE SCREWS FROM ALL 3 OR 4 MEMBER SIDE UNLESS INSTALLED PER THE CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS, FWTING RRINPORCING WALL REINFORCING GRADE bo N OTHERWISE NOTED ON DRAWINGS. INCLUDING BUT NOT LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB CONTINUOUS F60TINGS 3 0 4 BARS 4) USE TYPE OF SCREW SPECIIW DO NOT STIIFINERS,BRIDGING,BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC,DO its,,LAP HORIZONTA L SLAB REINFORCING 6"6 W2.0.W1.0 SUBSTITUTE AS CAPACITY MAY NOT$E NOT KNOTCH OR CUT JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED INDIVIDUAL FOOTINGS ADEQUATE' BY L".2ANUFABTURER, SUBMIT CALCULATIONS TO THE ENGINEEER 4a 4 BARS WITH 3 in COVER EACH WAY CONCRETE IR 11. THE CONI MACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE OR AS SHOWN ONPIE DRAWINGS. FOUNDATION AM FOBASEMENTBT FOOTINGS SLAB DETAIL OF CONNECING i'JIANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS �+ lO�Ei�r3 ,RS TOGET Z� NIINI)4IUN WALL REINFORCING F'c 3000 PSI AIR ENTRAINED FOR LVL BEAMS,PRE-ENGINERRED JOIST AND SIMPSON CONNECTION HARDWARE. HORIZONTAL GARAGE AND EXTERIOR SLABS 12. ALL STEEL,TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM 20 4 BAR$TOP&MID SIR.T OF WALL re 3500 PSI AENTRAINED N4 WIDTH a 8" c 1W PLATES WITH 4-W HOLES,BOLTED OR WELDED TO BEAM,ORAS WITH 18 Im LAP AND 181n.CORNER BARS �_________,, _ �a SHOWN ON DRAWINGS. BEAM BEAMS ONNIi f2 n PLATE � B,i ° , O" 13. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE MINIMUM i A In AIR SPACE SIDES AND o p _A a -�-- GL. WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. END OF ALL BEAMS A 104. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS,LATENT CONDITIONS AND ACTUAL '1 t a p o_ -0 FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE _..�, _,,. .._...��_- ENG[NNER PRIOR TO PROCEEDING WITH CONSTRUCTION. r•r y , 15. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL -`N I4G D mf'6&nu. SGBtoR r•r r-r r•r 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT ay- Mfu& 5 DRAWINGS INCLUDING SHOP DRAWINGS. Rlu oacwe 18.. WADS MOST FLOOR LL 40 PSF,SECOND FLOOR 39 PSF,DL 19 PSF,ROOF GROUND SNOW 1 -'d -A Itl 1se©va�c �� I� � - - WAD SO IAF,DZCY LL 40 PSF WIND LOAD 1q WIPH.,EXPGSURE B a sk 19 .FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM r - ` A •STM �� �� FARING CAPACITY OF 2 TONS PER SQUARE FOOT. ,�.ue� Ick QOM P=C11CG�D will * TApm i W F ,�t%IIAL GENERAL r tun,rp��+�r 2-Y r.r r•r egeA �lIIlulVtCiRAL1V�t.Y1lYr►7 �•�,! i •� •`�� iF �+�atv����`1. kJ .� 1r o FOOTING WA( Y 9 C N w) W%G tZ r' v ILVL CONNECTION DETAUL l k 5I�►l� Door �>'�d-� . Moackew to oxtand Al--m to cxxtcnd Pang U&I1 wcr to Over /l Pueal aver Wa✓/PAeo rzWa R60.b.41.l tad F/yrs R6,021O,4,L1 c:jGe7 Imr Pory WN/heyIaht, lv meth 2 Rms Od n 3"o.c. r or MaoDiotrbio r Plana tad roqurmd tarnlon«trio 9 Cavtxt Praia to � $ �i with?heti u AOd rolls a 12" A 6 + 13d 614kav riii:;ii a r s ♦ a ii+i;i;1 L.STA -5G stud to! 0 6Atµ E�rO a 040h Cr4y or rt�ow► tr�z► r 3 ro*ad n�tl/s ons Cryo /� a IT"O.G. ft�yrr J Olrtoftd to top of mdl r 11rr L Prcxrrptiva els" h rr Conraro! shrxtthins to a r� Cava=(PA090 to A404cer on/Rc 2CWS rr a with ad nwf/0 MS'o,c, a rr mlth?row l5d 8lrxka+ r IN Pani/IiC rr Grid d Om" rr Nark o 9"o,G ° r AltermOva k ri rr ri u }� 1 R602A0.0.? Sap/lco Yr laa&)on rlth/n mlddld 14"Z wo 94P awv=Poor Ir foune E?tlan Com x=f n S.-Y Nel/s -A!l Sttxis P/areas rr with f9J- 1.9d 3/raker lV.l1/s 61/10 !,pAaekrre a 3"a e, n n C wroaf 6euds with 2 rAvau r rr n n rr AOd rklr/s C 4"o o, t# 4 D O W C LS eV-ova"Anchor Alo/te V with?I/?"x?l/?"x 3/0'1L(CWa-Pieta 6rapaan ergo r4 t3lr no �sl'I"Be:�'67 tDGCr A907 f=lap., 7*ovbod, evfn,J No/d 004M Inc h end r *4 Pow/s At ears N21: or sail perr�Ia (qp.) Sts?eAthlne RBqutrar�Eants 14"Err oal faun.!/n cone, �Re�xag w/eh R7" r t B d'mel! �,: Mmthod PFN L I Intrnraa'loto Perte/rm" w/th hold 4kam 8602,10 3 3 IRC 2009 C:�d►rtF. ,DOOr PrapErad 1E3y= _1j a►��t.� condltrom L.rm/tit/orr� rn eh�caxs !r7'a mLng 99 ulremente n rr Mrnlrwr Pater/ivL ■ AS"-l story 000lon )Fng/nocr/ng 24"-a story 970-W2-59.21 ' ..' . ; i;.' E=.?gverlaying POW Ntatts= ✓r- '� -• equlvaksnt to 4-0" L�-llTd/l: ll?o 'IIOCo/1ACe�'6f,ntSt ' m ,,, ,.""' s»• p1 Eno., ; ar requlncd bwcerno rh/ts dQtAll 113 tlGht9fik9tIC, orr. 6r"p t rte, ' dam;, /n!'Jm=r "/14 Ina, WO Fouradotlon Plan for �„��,,' ��" 1llAll Pana/ ltrrtgth�s ArtCtr locat/on Q/an CZrroll - .mow ,� ! r, nna« rr>Gr .m rhe l0 12, Co/on/B1 D/f.>�tl "°"'""'"'""'""""""`� /P lncd of 7"r•Orrtll-rr-prMlw-IPI�^'JtY 011Yf --'-7" ^"'C7"' 0/* erN7 Strom and,4nchor 501ta :. �«°:'"" brt 1 JO lr ed 978»902-U/3/ •--m x 1,z wfith o,rx f=w � ,r ,��y ��fw� ewMrS70M vcr't/eel C�G.;nf"o or'ems. , ,a1GrKL—.4 GIrv.a0 17. r1•ri+yM�rlr�srr t.Mti r w RC O ream as r M w.rrw r f� err.n rrarrptlrrir Wrrw w.rru �ycn ar + o , PROJECT: ! 2 rAWW LAWMCF, OGMN.P.E. 15IN Gt-E G�ARjCr [ CLI F FOR P P F-l.7l DEA)C F t4 G�� 198 EAST ST ET DdOR P F W a+ o @ GEORGETtD' ,MA.Qi8�3 t CM417w! Liz pp Lt-EO 978.352-8318, cell 978-502-5921 ?oa p tiJ t�F�f ! Am"V r R, M A I�NAL E 20. WALL BRACING FOR THIS PROJECT IS BASED ON THE 8"'EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND ALTERNATES STRUCTURAL GENERAL NOTES: AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZE$ I. LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM, E=2,000,000 PSI,Fb-3100 PSI.OR AND L =TIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE , AftC'HTTMC1'URAL DBAVMGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY APPROVED EQUAL. ALL INSTALLATION TO BE PER THE MANUFACTURERS CURRENT RESULT IN NON-COItl7004,ANCE WITH THE WALL BRACING REQUIREMENTS OF TIM 6" o:c rx RECOMMENDATIONS AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS COR7. FPOM 5PAC.twc ✓P4 've. { VERSA LAM TO BE BOISE CASCADE VERSA-LAM 1.7 2650,DO NOT KNOTCH OR CUT LVL �- 1SAMS OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURE'-L 21. 'THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY AREA it ey m PART OF ARE INTENDED FOR THE SPRCIFIC LOCATION AND PROJECT INDIACTED 2. ALL LVL INDNIDUAL MEMBERS IN BUILT UP BEAMS TO BE CONEECTED TOGETHER WITH DO NOT DEVIATE f+RON THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED f I7ASTEN MASTER TRUSS LOKOR SIMPSON SDW SCREWS AS SHOWN ON DRAWINGS. WITHOUT APPROVAL OF THE ENGINEER. 3. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 I LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON 22, AT THE COMPETiON OF THE FRAMING WORK THE LICENSED CONSTRUCTION DRAWINGS OR ON STEEL. SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNED THAT ALL WORK WAS i. cc. one- I 4. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES twoRum �Pqun�a SPACdAl6 5. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS®6"OC.AT INSTALLATION RMUiI3EMENTS AND TM Ste;EDITION OF THE Z" PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES OR AS SHOWN ON r ASSAC►HUSETTS BUILDING CODE FOR la 2 FAMILY RESIDENCIES. DRAWINGS © p "3 Rows 6. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN 1 NGINEER:T, LAWRENCE H.OGDEN P.E. „ ACCORDANCE WITH ASTM C1002®T.'OC-AND SHALL PENETRATE FRAMING A MINIMUM OF 198 EAST MAIN STREET 2 5/8".OR AS SHOWN ON DRAWINGS. GEORGETOWN,MA.0103 7. ALL OTHIT..R FRAMING TO BE PER THE 8TH EDITION OF MASSACHUSETTS STATE BUILDING CODE.FRAMING LUMBER fb-875 psi, E=1,200.000 p3I 97"524310, COD 970-502-8921 BOI�.ttEISTdiBEAM.-I.DOC 3/5/12 �ScR�'w G eN�-'�"'—'" 8, ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 10"FOUNDATION WALLS EXCEEDING 9. . USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR THE BELOW LISTED CRITERIA MAY NOTES: TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION REQUIRE VERICLE REINFO4CIriG TO BE FASTEN MASTER TRUSS LOK S SCR 1) EW PROT1L�C'TED PER PRESSURE TREATED LUMBER MANUFACTURES FOUNDATION NOTES CONSULT ENGINNER OF RECORD OR EES ON SDW SCREWS RECONZM NDATIONS AND SIMPSON STRONG TIE RECOMMENDATIONS,ORSEE DRAWINGS FOR LENGTH OF SCREW AND FOUNDATION ANCHOR BOLTS 'WALL HEIGHT UNBALANCED FILL AT. STAINLESS STEEL. FROM END OF EACH 9 ft 6J ON CENTER SPACING. S,IMCIL+ D HARDWARE MAY i 2"DIAIMIITER WITH WASHER 7"EMBD.- 8 ft 7ft. REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD 3%*MEN. 12"MAIL ft. 2)ALL2 MRMBER LVL BEAMS TO HAVE SCREWS PLATE x1VD MAX.6ft-0 In O.C. !0 ft. Eft. FROM ONE SIDE.J TIME FOR DELIVIvRY. � 3) ALL 3 OR 4 MEMBER LVL ADAMS TO HAVE ORAS SHOWN ON THE DRAWINGS. STEM WALLS Ott. 10. ALL P1gE-ENGINEERED JOIST TO BE BY BOISE CASCADE OR APPROVED EQUAL AND Vn SCREWS FROM ONE SIDE UNLII.SS INSTALLED PER THE CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS, NFOOTING REINFORCING WAIL REINFORCING GRADE 60 O RWTSE NOTED ON DRAWINGS. INCLUDING BUT NOT LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB CONTINUOUS FdOTINGS 3 N 4 BARS 4) USE TYPE SE SCREW N RATED DO NOT STURNERS,BRIDGING,BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC.,DO 1s"IAP HORIZONTAL SLAB REINFORCING 6*6 W2.0*W2.0 SUBSTI'T'UTE AS CAPACITY MAY NOT BE NOT GO WCH OR CUT JOIST Oft PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED INDIVIDUAL FOOTINGS � ADEQUATE. BY NANUF'ABTURER. SUBMIT CALCULATIONS TO THE ENGINEEER. 4H 4 BARS WITH 3 In COVER EACH WAY CONCRETE 11. THE COItlTI'IACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE OR AS SHOWN ON THE DRAWINGS. FOUNDATION WALLS FOOTINGS rN DETAIL Off'CONNECTING IINUFA.STURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS � LVL l t �.RS TOGET= Z� MlNgdUN WALL REINFORCING F c 3000 PSI AIR ENTRAINED FOR LVL BEAMS,PRE-ENGINEERED JOIST AND SIMPSON CONNECTION HARDWARE. HORIZONTAL GARAGE AND EXTERIOR SLABS .44 + ¢" 12. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM 2N 4 BARS TOP&MID HT OF WALL F'a 3500 PSI AIR ENTRAINED WIDTH o r o %" PLATES WITH 4-W HOLES,BOLTED OR WELDED TO BEAM,OR AS WITH 18 tL LAP AND 18Ia.CORNER BARS n BEAM POCKETS n ^� � - h4. , SHOWN ON DRAWINGS. BEAMS TO BITAR ON 1/21u PLATE O 13, ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE MINIMUM 112 In AIR SPACE SIDES AND mw o a _o a ..... — GZ. WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. END OF ALL BEAMS t 1,,. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS,LATENT CONDITIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE I A ENGINNEIi PRIOR TO PROCEEDING WITH CONSTRUCTION, s 15. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL t.r r•r r.r �TO ea 3�V tT t'OiltAl,,, SGII3W$ 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT — t va ia.e °I► .4T Z EAM �F O&a ft S DRAWINGS INCLUDING SHOP DRAWINGS. � � �atu vaawc• c 18.. LOADS t9'ti RST FLOOR LL 40 PSF,SECOND FLOOR 39 PSF,DL 1S PSF,ROOF GROUND SNOW , , is a a ov P c -v LOAD Z M7,DEC.Y LL 40 PSF WM LOAD 1C3 NPH,EXPOSURE B � C c::.n 19 .FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM A SC17YFICAL �� FARING CAPACITY OF 2 TONS PER SQUARE FOOT, b w uws a RtWOMM SOW TYRm aEtHOP mwx tr MRA z-r r-r r-r GENERAL NOTES ;a .� � .,. .„• �a ��TA S►�"`Palr 1,jM— tr oFo9jNGWtA 19 CNtaD W�C—i, tyv t,t4 ` Lit,COMECTION DETAIL NOP--r I4 r�.N ugh;, r,,A I t - _ _ . - oc• �aG�. ac, �oc,�. „ EXTERIOR DECKS,PORCHES&STAIRS 9-10-13 4„ seIaG sw.t,Aw "se,vG spav4 4 •, DECKS,PORCHES AND EXTERIOR STAIRS TO BE DESIGNED FOR THE FOLLOWING LOADS. LIVE LO R PSF., SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND UPLIFT GUARD AND HANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. t jZ” 5tr�psoN A ` INFILL COMPONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. ' MD6. �1R�ADr p Roo END OF LEu6.6 R STAIR TREADS:THE GREATER OF 40 PSF.OR 300 LBS.CONCENTRATED LOAD. Wt At NO L "ASeeR caR .lOe N1' DECK CONSTRUCTION IS COVERED IN SECTION RS02.2.2 OF THE 80'EDITION 8� e;6" r-o .Na4x OF THE MASS,STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. _ . W�•,I�L6A Jot 4-T GOt�tvEcl'DR5 3 ��gII FASB,:r-1 t�STE R • L.ED4 E R >< o,,�„ NOTE:NEW SECTION 8502.23.3 REQUIRES A DECD LATERAL LOAD CONNECTION.SEE ALSO MASS.AMEDMENT TO SECTION R602.10 FOR UNCONDITIONED PORCHES. 'A UNCONDITIONED Gc. e>U, . CENTER 5P4CE1VG- r00 PS( PECK LOAD 7-9 . Z - $ v.J t 4 D E c t< G" n C, REFER TO AMMERICAN FOREST&PAPER ASSOCIATION(AF&PA)www.awc-om A PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GIIDE(DCA6-09) L!1 D 5 n b c . AS REVISED MAY 2013, MASS AMENDMENT R301.1.1. ACOL Spa- L_ - -P E G 4�-3-i-q.Q CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT - $1Mp>aGN 2 k0'-l" TO 12' WIDE 4-% OG• IN COMPLIANCE WITH THIS GUIDE. r O%GK -WD S7 G4a+tNIrC.1'ORS IZt-ltt 1'0 14' wive- 4" ac. {iE Ft R. -TO FA STEN ?*ST E R '['E cN N I cA L 13ULLETI N SIMPSON STRONG-TIE ALSO PUBLISHES HELPFUL GUIDES TO DECK CONSTRUCTION. - _ _ DECK EDGER O E2lM . O%ST ;=OR, N 5 t. REF 5 2,2.21.3 )RL_ 009• t N5-rA LLA-T1 ONR oc.E D UR E 5 A,�9 01-�4 E R ALL WOOD FRAMING MATERIALS TO BE PRESSURE TREATED• .?O PS 1i :C o,RR A9�,r�ntt P R __ c�L=1?-._p - 1 R EQ UI RE M r--'r g ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. g1MpSQN•_�"'D. .pRff6>SURG e0i Lymv4R CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION D E c k L E D G•E R• co(u a n 01q REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR lop CO.Cl.N... P 4CA tL EXTERIOR FRAMING AND THE CONNECTION MANUFACTUERS ' 4• .FLA,6 H►N& A,0 0 WR RP R Qa R tt�l(a. $Y' 'E AS poacK vISTA L s RECOMMENDATIONS. $. 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