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15 PLANTERS ST - BUILDING INSPECTION 1 -Pt*M­lMffiT-BEfiL-E -A+dG APPROVED BY T44E ,WS,P,rWTD_R ,PRWR TP A PERMIT 13F NG GRANTED �l CITY OF SALEM GPI U Date 2 / No ,yett� ..'� •�?� Is Property Located in Location of the Historic District? Yes_No Building Is Property Located in the Conservation Area? Yes_No BUILDING PERMIT APPLICATION FOR: Permit to: (Circle whichever apply) Roof, Reroof, Install Siding, Construct D", Shed, Pool, Repair/Replace, ther: A.,ti PLEASE FILL OUT LEGIBLY & COMPLETELY TO AVOID DELAYS IN PROCESSING TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit to build according to the following specifications: Owner's Name & , P :F,/ Address & Phone �Bh �,�� � - L2 2VV 6 Architect's Name Address & Phone Mechanics Name .-- — Address & Phone f What is the purpose of building? Material of building? Ui 06V If a dwelling,for how many families? families? 411� A Will building confp�rto law? Asbestos? Estimated cost 0 U/>=G City License # N A State License it ' yam, G� 3-7 Home Improvement zzc nature of KPpikVint SIGNED UNDER THE PENALTY OF PERJURY DESCRIPTION OF WORK TO BE DONE r � f r MAIL PERMIT TO: I I' No.7 2 - ZoC,�j APPLICATION FOR r PERMIT TO LOCATION. PERMIT GRANTED APP OVED iNSPECTOK OF BUILDINGS CITY OF SALEM BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please Print DATEtJn�/ JOB LOCATION IQ AIA4 AC S `/ HOMEOWNER ADDRESS HOMEOWNER TELEPHONE PRESENT MAILING ADDRESS e / g� 'eC C / The current exemption of"homeowners"was extended to include owner-occupied dwellings of TWO Units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner act as supervisor. DEFINITION OF HOMEOWNER: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one to two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she be responsible to all such work performed under the building permit. The undersigned"homeowner assumes responsibility for compliance with the State Building Code and other applicable goes by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the City of Salem Building Department minimum inspection procedures and requirements and that b/she will mply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING INSPECTOR See other side for state code HOMEOWNER'S EXEMPTION The code states that: "any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 10.9.1.1—licensing of Construction Supervisors); Provided that is a homeowner engages a person(s)for hire to do such work,that such homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a Supervisor(see Appendix Q,Rules and Regulations for Licensing Construction Supervisors,Saloon 2.15). This lack of awareness often results in serious problems,particularly when the homeowner hits unlicensed persons. In this case your Board cannot proceed against the unlicensed person as it would with licensed Supervisor. The homeowner acting as supervisor is ultimately responsible. To ensure that the homeowner is fully aware of hUher responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a supervisor. You may care to amend and adopt such a form/certification for use in your community. 4 -.may OF 5ALEM. 1ftF ��N�•nvc " PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON SliREET, 3RD FLOOR SALEM,MA 01970 TEL. (978)745-9595 EXT. 380 �p FAX (978) 740-9646 . BTANLEY J. USOVICZ, JR. MAYOR DISPOSAL OF DEBRIS AFFIDAVIT In accordance with the provisions of MGL c 40, S34,I aclmowledge that as a condition of Building Permit# ,all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid-waste disposal facility,as defined by MGL c III,S150k The debris will be disposed of at: �� �` Location of Facility 6 ignature of it plicant D e FULLY complete the following information: (PLEASE PRINT CLEARLY) Name of Permit li t Firm Name,if any b Address, City & State The above statute requires that debris from the demolition,renovation,rehab or other alteration of building or structure be disposed in a properly-licensed solid-waste disposal facility as defined by MGL c1Il, S 150A, and the building permits or licenses are to indicate the location of the facility. r BO�SE BC CALCO 2003 DESIGN REPORT - US Sunday,August 03,2003 15:24 Double 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP File Name: Donovan: Ridge Column Support Job Name: The Donovan Addition Description: Address: 12 Planters Street Specifier: Donnie Pelletier City, State,Zip:Salem, Me 01970 Designer: David Hanscom Customer: Jimmy Donovan Company: Code reports: ICBO 5512, NER 629 Misc: 20'x 20'Wood Frame Addition Standard Load-0 psi 110 psf Tnbutary 00-00-01 B0,3-1/2" 1385 Ibs ILL 4615 Ibs LL 353 Ibs DL 999 Ibs DL Total Horizontal Length- 13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trio. Dur. S Standard Load Unf.Area Left 00-00-00 13-00-00 Live 0 psf 00-00-01 90% Member Type: Floor Beam Dead 10 psf 00-00-01 90% Number of Spans: 1 1 Ridge Support(Conc. Pt. Right 03-00-00 03-00-00 Live 6000 Ibs n/a 115% Left Cantilever: No Dead 1200 Ibs We 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 00-00-01 Moment 16786 ft-Ibs 68.6% 115% 3 1 -internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 5603 Ibs 60.6% 115% 3 1 -Right Total Load Defl. U401 (0.389") 59.9% 3 1 Live Load: 0 psf Live Load Defl. U491 (0.318") 73.4% 3 1 Dead Load: 10 psf Max Defl. 0.389" 38.9% 3 1 Partition Load: 0 psf Duration: 90 Bearing Supports Disclosure %Allow %Allow The completeness and accuracy of Name Type Dim. (L x W) Value Support Member Material the input must be verified by anyone BO Post 3-1/2"x 3-1/2" 1738 Ibs 19.6% 16.7% Spruce-Pine-Fir who would rely on the output a: 61 Post 3-1/2"x 3-1/2" 5615 Ibs 63.2/0 53.9/o Spruce-Pine-Fir evidence of suitability for a Cautions particular application. The output above is based upon building Post at Bearing BO analyzed for bearing only,column analysis has not been performed. code-accepted design properties Post at Bearing 81 analyzed for bearing only,column analysis has not been performed. and analysis methods. Installation Notes of BOISE engineered wood products must be in accordance Design meets Code minimum(U240)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Design meets arbitrary(1")Maximum load deflection criteria. To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing you have any questions,please call (800)232-0788 before beginning Connection Diagram product installation. Member has no side loads. Concentrated loads are not considered in side load analysis. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDw, BC OSB RIM Connectors are: 16d Sinker Nails BOARDTM, BOISE GLULAM-, ` VERSA-LAM@,VERSA-RIM@. a=2" VERSA-RIM PLUS@, b=3" b d VERSA-STRANDw, c=7-7/8" a \ VERSA-STUDO,ALLJOISTO anc d= 12" -,--I -- AJST are trademarks of Boise Cascade Corporation. C Page 1 of 1