Loading...
HomeMy WebLinkAboutBuilding Permit #771 - 29 RUSSELL STREET 6/7/2006• ..:ins.. ��• as COW Permit NO: Date TOWN OF NORTHANDOVER APPLICATIOcN FOR PLAN EX_kNINATION Date Reeei-,ed:0` INIPORTANT: Applicant must complete all items on this LOC.kTION Za P-MSS�<< �j'f— • Print PROPERTY OWNER MtG4kA-U-- : L-K6Q'=S!5N Print tilAP NOPARCEL: 2—' ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT TYPE OF IMPROVEMENT PROPOSED USE Residential = New Building Addition g-/kiteration Repair, replacement Demolition Moving (relocation family = Two or more family No. of units: Assessory Bldg Other _. Foundation only DESCRIPTION OF WORK TO BE PREFORMED Identification Please Type or Print Clearly) OA'NER: Name: ,kddress: Z a ¢L4-*5C--kL 54, No. Ar- V'C"re,� _ YES ❑ Non- Residentia Industrial Commercial Others: CONTR,�CTOR Name: Phone: ;address: SuperN isor's Construction License:- Exp. Date: Home; Improvement License: Exp. Date: ARCHITECT. EaCINEER N,lme: L'hcne: kddress: Reg. Noy FEE SCHEDL LE: BE LDI..G PERMIT: S1 ado FER 51100.00 AGF THE TOT. IL ESTIMATED COST 3ASED J,ti Total Project Cost :$__ �'4` ZS L--x10.00=FEE:$_ zSD,' Check No.. I ,� ( 3 11: r,c 144 4 Receipt N'o.:__�__� TYPE OF SES',\RGE DISPOSAL �-p TanningAtassage Body Art _= SH immin, Pools Public Sever /X\ _ Well Tobacco Sales -- Food Packaging Sales g _ - - Permanent Dumpster on Site Private (septic tank, etc. _ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guctrunty.Jund Signature of ,Agent, Owner Signature of Contractor Plans Submitted lans Naive fied Plot Plan Stamped Plans _ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ 1 ❑Water Shed Special Permit F Site Plan Special Permit J Other COMMENTS CONSERVATION COMMENTS i HEALTH CUN MENTS DATE REJECTED u DACE REJEC'T'ED Zoning Board of Appeals: % ariance. Petition No: Zoning Decision. rcccipt submitted , es I".111m , Board [1.-cision: Commcnts 'Iscn:UiCn huciri.;n: (-oinntcnts 'fir tto- •`" `ti'.ill' ,:rni.ction _!,�.luttirl & Jatl �:rttp .rXimpster :n . iicer: io _ =ire Dqurtmcnt si na[ur: Jaw Building t'crmic Approxcd and Issued by: DATE APPROVED DATE APPROVED Building Setback (ft.) Front Yard Side Yard Rear Yard Required Pro% ided Required Provides Required Provided DENIE`SIOV Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior N\-ork Addition Or Decks --Building Permit Application - - - -- Surveyed Plot Plan Workers Comp Affidavit a Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract v Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydrauli Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) 3 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) o Copy of Contract Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of %ppeals 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 Sre: 1`.51'h.l"I'IO\.\l. tiP:R\'H'FS OFT `.R]MP.�1�a19�OIt`�IIS I'y-c 4 1l 1 Location –9� KyS ..-. .S-?— No.� i Date NORTH TOWN OF NORTH ANDOVER • L 9 Certificate of Occupancy $ -TS CHU E <�' Building/Frame Permit Fee $ �_ �Hus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # l 1 t > 19383 Building Inspector 7arroH lvvvllyr11"AlriA1rUVVL'K OFFICE OF BUILDING DEPARTMENT = + 400 Osgood Street •;� rp";15 North Andover, Massachusetts 01845 Gerald A. Brown Inspector of Buildings HOMEOWNER LICENSE EXEMPTION PIcase print DATE: to - 6 -ce JOB LOCATION: Za SE-. Number Street Address Telephone (978) 688-9545 Fax (978)688-9542 Map/Lot HOMEOWNER ,,.�..�w►��� T.c�SoFs�Y *113'(43-71586. 0117- ne-01,07 Name Home Phone Work Phone PRESENT MAILING ADDRESS q ��.. S �_, City Town State Zip Code The current exemption for "homeowners" was extended to include owner -occupied dwellings to 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 acts as supervisor). State Building (Code Section 108.3.5.1) 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 or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned "homeowner" assumes responsibility for compliances with the State Building Code and other Applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revistd 10.20o5 Form Homeowners Exemption BOARD OF APPEALS 687 `>541 CONSERVATION h88-0530 HFALTH 6XX-9?.40 PLANNING o88- 0535 BOISE' Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP Floor Beam1F1301 BC CALCO 9.3 Design Report - US 1 span I No cantilevers 10/12 slope Monday, June 12, 2006 08:40 Build 047 File Name: SHAW RUSSEL ST Job Name: SHAW CONST Description: FB01 Address: 29 RUSSEL ST Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer: Company: Code reports: ESR -1040 Misc: BO LL 4550 lbs DL 2363 lbs N.ow . A 1A -nn -nn Ak Total of Horizontal Design Spans = 14-00-00 61 LL 4550 lbs DL 2363 lbs Load Summary value Live Dead Snow Wind Roof Live Tag, Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1' .Standard Load "WALL Unf. Area (psf) Left 00-00-00 14-00-00 50 20 13-00-00 2, LOAD Unf. Lin. (plf) Left 00-00-00 14-00-00 0 60 n/a G Mrols Summary value % Allowable Duration Load Case Span Location Foos., Moment 24195 ft -lbs 75.8% 100% 1 1 - Internal End Shear 5863 lbs 49.5% 100% 1 1 - Left Total Load Defl. L/288 (0.583") 83.2% 1 1 Live Load Defl. L/438 (0.383") 82.2% 1 1 I\4a, Defl. 0.583" 58.3% 1 1 Span / Depth 14.1 n/a 1 Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for 61 is 1-3/4". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram .b V d— n�I I c c o / F. ei ri .`.Nmum = 2" c = 7-7/8" b rr.inimum = 3" d = 12" a minimum = 3" Men"'ber has no side loads. Connectors are: 16d Sinker Nails Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARD T., BCI@ , BOISE GLULAMT-, SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Wood Products, L. L. C. i k, 4,,�olove r - m m m m Y/ m m _ CO) CD a Z CD O CL d CDQ =. a� o p 06 Q CD aCD v co CD _ CO) CD O CA d _ d O _ CA C 0 CA v d Ci CD O _ �F CD CD y� CD W O CCD O CD O 0 0 I V O cn d S O aa�m *0 ti m O n HmdC S ma?dy y o m � O O O O o is • --4 � CDCD a o � 0 H� 2 O CCD Go m O CO) 1 pvh CIO d y CL Q =tea m N06 IE Q ' O CosX CD :N CD H 3 -o o CD�. CCA m d ICL n� . n1CD O _ �q C/)E3 O r M a � w � gw ro r G r' m r K �" r- ::r" c� /r z m O a J n � o O z c � O y C O a y (� `.' ' y V O cn d S O aa�m *0 ti m O n HmdC S ma?dy y o m � O O O O o is • --4 � CDCD a o � 0 H� 2 O CCD Go m O CO) 1 pvh CIO d y CL Q =tea m N06 IE Q ' O CosX CD :N CD H 3 -o o CD�. CCA m d ICL n� . n1CD O _ �q C/)E3 O C/) z� M � w � gw ro r G r' w r K �" r- ::r" G a z b O a o 9 4 y 0 9 0 c ,lO-,-�-z 0 0 z RV �o Opo U1Nz � 0 0 U O N Q � fl Opo Z s � � Q � fl F N O N F N vu IC1 n O qN Q IIA� UOU O n �z O L z Opo �Nz � z Opo �Nz