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32C-121 (13) f. ten( BOBS- ue" Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®9.3 Design Report- US 1 span I No cantilevers 1 0/12 slope Friday, July 28, 2006 16:04 Build 047 , File Name: BC CALC Project Job Name: Jeff Dan Description: FB02 Address: 20 Fruit Street Specifier: City, State, Zip: Northampton, MA Designer: Jason Customer: Company: Rugg Building Solutions Code reports: ESR-1040 Misc: V, Y V . V V V V . V V W W V' V . V v._ 1 m L ® V `b i r s Lis 4„ _ i Fi r p s .v 12-06-00 iBO,3-1/2" B1,3-1/2" LL 4250 lbs LL 4250 lbs DL 1179 lbs DL 1179 lbs Total Horizontal Product Length= 12-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type ' Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 12-06-00 40 10 17-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Modnent 15745 ft-lbs 56.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4488 lbs 35.5% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/352 (0.411") 68.2% 1 1 output as evidence of suitability for Live Load Defl. L/449 0.322' 80.1% 1 1 particular application.Output here based ( ) on building code-accepted design Max Defl. 0.411" 41.1% 1 1 properties and analysis methods. Span/Depth 15.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5429 lbs n/a 59.1% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5429 lbs n/a 59.1% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"^, Cautions ALLJOIST®,BC RIM BOARDTM' BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PYUSEM®,VSASA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram rl a b ri- 7 d �nese 4 • f• 0 C yp„0.=, a minimum=2" c= 5-1/2" b minimum = 2-1/2"d=24" Member has no side loads. Connectors are:1/2 in.Staggered Through Bolt Page 1 of 1 ,, Ft { BOISE" Single 9-1/2" AJSTM 20 MSR Joist\JO1 BC CALC®9.3 Design Report- US 2 spans I No cantilevers 1 0/12 slope Friday, July 28, 2006 16:00 Build 047 16" OCS I Non-Repetitive I Glued &nailed construction File Name: BC CALC Project Job Name: Jeff Dan Description: J01 Address: 20 Fruit Street Specifier: City, State, Zip: Northampton, MA .Designer: Jason Customer: Company: Rugg Building Solutions Code reports: ESR-1144 Misc: w 4 C i ' w W_ W w w w y• v It w 'V w w w :s, r1 w ,, o w . m v w i w w w m ,. w w w w w w ..3 19-08-00 I' 13-03-08 =® B0,2-1/2" * B1,3-1/2" B2,2-1/2" LL 451 lbs LL 1123 lbs LL 323 lbs DL 107 lbs DL 281 lbs DL 52 lbs Total Horizontal Product Length=32-11-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 32-11-08 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2249 ft-lbs 66.2% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2477 ft-lbs 72.9% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 543 lbs 47.5% 100% 14 1 - Left output as evidence of suitability for Int. Reaction 1385 lbs 47.3% 100% 1 1 -Right particular application.Output here based o a on building code-accepted design Cont. Shear 768 lbs 66.2% 100/0 1 1 - Right properties and analysis methods. Uplift 64 lbs n/a 14 2- Right Installation of BOISE engineered wood Total Load Defl. L/429(0.546") 55.9% 14 1 products must be in accordance with Live Load Defl. U520(0.451") 92.4% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.111" 22.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.546" 54.6% 14 1 or ask questions,please call Span/Depth 24.7 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM' Allow %Allow ALLJOIST®,BC RIM BOARDTM BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT"',SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-1/2" 557 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 3-1/2"x 2-1/2" 1404 lbs 21.4% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, B2 Wall/Plate 2-1/2"x 2-1/2" 375 lbs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 64 lbs found at span 2-Right. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified(11480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 • , . -20 t-42- 0 cr ST i 00 \21--- — 71 ' s 0,,00 y_of E_______ 1 oi.,,ii _0.... 106,c) 3- '---- )O0: ROME' Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®9.3 Design Report- US 1 span I No cantilevers 1 0/12 slope Friday, July 28, 2006 16:04 Build 047 File Name: BC CALC Project Job Name: Jeff Dan Description: FB02 Address: 20 Fruit Street Specifier: City, State, Zip: Northampton, MA , Designer: Jason Customer: Company: Rugg Building Solutions Code reports: ESR-1040 Misc: It4 '.a :,;, : 4� iz V,1, a doh A a s Oil,:,, • 12-06-00 B0,3-1/2" ' LL 4250 lbs 4250 50 lbs LL 4250 Ibs DL 1179 lbs DL 1179 lbs Total Horizontal Product Length= 12-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type ' Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 12-06-00 40 10 17-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Mcgment 15745 ft-lbs 56.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4488 lbs 35.5% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/352 (0.411") 68.2% 1 1 output as evidence of suitability for Live Load Defl. L/449 (0.322") 80.1% 1 1 particular application.Output here based Max Defl. 0.411" 41.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5429 lbs n/a 59.1% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5429 lbs n/a 59.1% Unspecified ($00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM Cautions ALLJOIST®,BC RIM BOARDTM,BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. V ,VERSA-R,ME, VERSA-STRAND®,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram fit b -...—d 7 a NISI •I • -, EWAN a minimum =2" c= 5-1/2" b minimum =2-1/2"d =24" Member has no side loads. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 b ROIE'M Single 9-1/2" AJSTM 20 MSR Joist1JO1 BC CALC®9.3 Design Report- US 2 spans I No cantilevers 1 0/12 slope Friday, July 28, 2006 16:00 Build 047 16"OCS I Non-Repetitive I Glued &nailed construction File Name: BC CALC Project Job Name: Jeff Dan Description: J01 Address: 20 Fruit Street Specifier: City, State, Zip: Northampton, MA .Designer: Jason Customer: Company: Rugg Building Solutions Code reports: ESR-1144 Misc: v r * r 4 v * rL V is V V V + a+ . : * wr v 1 + v rr' v v Yr v v as + v v * V v V v v v s 19-08-00 l 13-03-08 A B0,2-1/2" r B1,3-112" B2,2-1/2" LL 451 lbs LL 1123 lbs LL 323 lbs DL 107 lbs DL 281 lbs DL 52 lbs Total Horizontal Product Length=32-11-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type " Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area (psf) Left 00-00-00 32-11-08 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure ,, Pos. Moment 2249 ft-lbs 66.2% 100% 14 1 - Internal Completeness and accuracy of input n ust Neg. Moment -2477 ft-lbs 72.9% 100% 1 1 - Right be verified by anyone who would rely c n End Reaction 543 lbs 47.5% 100% 14 1 - Left output as evidence of suitability for Int. Reaction 1385 lbs 47.3% 100% 1 1 - Right particular application.Output here bas='d 0 100% on building code-accepted design Cont. Shear 768 lbs 66.2% 100/0 1 1 - Right properties and analysis methods. Uplift 64 lbs n/a 14 2- Right Installation of BOISE engineered woo( Total Load Defl. L/429 (0.546") 55.9% 14 1 products must be in accordance with Live Load Defl. U520 (0.451") 92.4% 14 1 current Installation Guide and applica: Total Neg. Defl. -0.111" 22.2% 14 2 building codes.To obtain Installation L iid+ Max Defl. 0.546" 54.6% 14 1 or ask questions,please call Span/Depth 24.7 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, %Allow %Allow ALLJOIST®,BC RIM BOARDTM,BCI Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-1/2" 557 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-R41 B1 Beam 3-1/2"x 2-1/2" 1404 lbs 21.4% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, B2 Wall/Plate 2-1/2"x 2-1/2" 375 lbs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 64 lbs found at span 2- Right. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. 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' i ' ' t..'1' .a-"` -. - - I . # ,LN 1 ; . i4 ' , --- .......Aaszta 1---:„.s.z-4-4 1 I 1 r ! its -- ' --J I t • . _ . Ti) WELLS FARGO BOMB- MORTGAGE INC'. & • FIRST AMERICAN TI7'Lfi kINS IRANCE COMPANY ' TO THE 8€5T or NY *IFORMATION, KNOWLEDGE AND IIL11EF # i I HEREBY REPORT THAT I HONE E XAARNED THE PREMISE'S AND EASED ON j MON+UMENTATIoN ALL VISIE E-ElnitiefTS, ENOROYCHMMTS AND MALDINCS ARE LOoV@ ON • I THE GROUND AS SHOWN AND THAT THE BUILDINGS ME ENTIRELY 'MIN THE LOT LINES. F CEPT AS HOPED. I FURTHER REPORT 1WT THE PROPERTY IS NOT- LOCUM WITHIN .- 1 A flOOD PRONE *OAS.. S. '5149%114 ON FED FLOOD INSURANCE MAPS FOR 1 C(MIUNITY if 2511167 I -NOTE- : . STIR O Try a04.4. T.• Ms PLAT FOR MORTGAGE LOW PURPOSES ONLY AI) WES NOT CONSETEUTE A PROPERTY SURVEY : . T . - _NORM GE W JN AN SPECT1ON � ' `* ` :rimPTON, MASS • MOM/ PREPARED FOR ent=- g VI5FIAN NAY SOPA INS • �5032 . SCALE: 1"=2 f* AUGUST 6, 2063 - r, `s-L=-r; HAROLD L EATON AND ASSOCIATES, RR:. . PEOSTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL. STREET — HADLEY — I c1 SETI.- - 1 i 1,'.. ' .. ' 6: In n 1 7.15, " >(---Lin .-i�o r ' {f` d • ! I I r I 1 y 5 -i- N, if '.1. ° if., ' _. »... ...`.W..�,...,--...A_. _.r-- -.._ - -"- _ [ i k t . RFT R ...5- A i: . ,_ _ _ R i !I 0, t I IJ i I I _ f 1 1f • O r i i' .I' —�i ' P , Pt i Y 1 1 i y. ( r. I fp I •m �"�' ( � o � . - t 1 �. I 7 to I - c ---,a 3 1 "� o - \V - 3 f q i q .4 '•I 3 i! t+ l { ,fie Z . � l _X A vi "Z. i S ._ ' ... i 7 1 --- •-•7", 11 I 1 a `.!�. 0 p ; f 1 tea` - ..- # rde $K 4 f l ! {i ' ` �� r.. A i I `I , , 1At f I . 1 ' Q. r,:2' i i------1 \ 2'7 I ! c/t 1* rs — 1' r.r.r :Iti, . . t i f ¢� Q y 1 H i ' ', 1° Pa. i 11 I ( I � I 4 1 ti....,...H.,--- N r p. 'i .7J , i -, I n a. s NJ r t h , 1 , 1 , , g -7\ g i 4 1?•5 - '(A I i --1 '-- . 1 1 -7‘ i I e 0 i. g 1 i 1 I I S. P 1 P ...,' I I, ,..-; 1 1.-- i--__ -11 .5- s'" 1 i , r. 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S) ›C . t —.0 __ ,, a 1 r File#BP-2007-0092 c APPLICANT/CONTACT PERSON DAN JEFFREY A ADDRESS/PHONE 20 FRUIT ST NORTHAMPTON (413) 575-1932 0 PROPERTY LOCATION 20 FRUIT ST MAP 32C PARCEL 121 001 ZONE URC THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1.// I_CO Fee Paid <'Q 6 7 Typeof Construction: CONSTRUCT 2 STORY ADDITION N(2 BEDROOMS,BATHROOM&LIVING SPACE) New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN.FOIjMATION PRESENTED: L/Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission 01/OK 0 Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. r • ¢SttAMp T Ao � =*=xty t f XLrfl &lptLtt - ° / �u ri � assachusetts l DEPARTMENT OF BUILDING INSPECTIONS ', ='_i=1 /: INSPECTOR 212 Main Street • Municipal Building ' Northampton, MA 01060 �,~ S`,`. e' HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction sup::.':sor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or 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 home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work(electrical, plumbing& gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made r/ � I, 3 e f re 1 `J understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date 5" 1 Address of work location Z© Fri,N S Nrr4414.4 plp\ ✓l1 A ol0(ac7 i. • I • 9:c ttnl,r p,... { 42...° �� Cris of arflizampton i Q 7 r E �lcacnchncala• a DEPARTMENT OP BUILDING INSPECTIONS 4 _, et,,tt't—.7 212 Main Street ' Municipal Building Northampton, Mass. 01060 r WORKER'S COMTENSATION LNSURANCE AFFIDAVIT I V e('(^rte "�c. . (Ii ccns •Jpermittcc) with a principal place of business/residence at: 0.0 Fr;);\-- 5i- Nor Yirla v n. Mi9-01060(phone ) t113-.1i-C-)932- ' (s> ticity/stateap) do hereby certify, under the pains and penalties of perjury; that ( ) I am an employer providing the following worker's coot cnsa ion coverage for my , employees worbng on this job: (Incur- m Company) (Polio: Number) (ixpir`tion Date) . ( ) I am a sole proprietor, general contractor or,omeow- er (circle one) and have hired the contractors Listed below who have the following worker's compens2don policies: n . (Name of Coot-maw.) (Insuranc;; Comnpinyi?oUc- Nu1IILC:) C?:ptrauon Date) (Name of Contractor) (Lnsurancc Comoaay/Polie-r Nw r) (Expiation Date) (Name of Conn-aao,-) (Insiranc am-pan}•/Polley Nainbc-r) (Expir ion Date) (Name of Contractor) (Irisuranca Company/Policy Numb-`r) (Expiration Date) . (.a th_ddi iocil bcaif ncx,.ry to molt&iafora..a oo pa1a.;.aias to...11 Dons-_c.o:a) - . N I am a sole proprietor and have no one wort ng for me. ( ) I am.a home owner performing all the work myself. NOTE:plesc be evrart .ti'.LJc bcc -ocn wbo carp lay peroas to tip r.icato ccs•r.o a repair'ort oa•ds...x.1.1=z of ON MOM th o throe=is in u'yeh the botnoouvrr relida oc no the avuad,zppurtenn tbc-ao c--r Doe c-m.r..11y oe lord to be employe-3 nod's—the waiter's o:tere,cyion Act(GLI52..a 1(5)), pplizatioa by a bommavc for_be: .:cc permit oozy e.-ideax tJ:c ■ Ic-p1 ct 'uc of en exployec under tho W orlr plc Comp eo.-tioa Act I uodasztad tut a copy of this ca.t®na m.y be fo—wnrO..d to the pep.rtmce¢of j, t.,—.l Acadrnrr Ofl oe or Insxr+oce for the °°v`r'Sc vt$f caiioo"td ttt_t L iltsc to sm rc to'- rn�C section 2 5A of htO L 152 na led to the tapatitioa' 'P° of cimia,l pea iii a coasisiag of c Lot or top to S1}00.00.rcdlor asasLV or up to Doe yc:r Lod evil peadlici in ek form of.Stop Work Orde.nd. ram or S 100.00.thy..52.i=tnc . '` For n-p-izx .'r u.c only Permit Number Tit? MaP°_- Lot ' Site - fLio=ascdPcrmiucc •=ce -_ .) • SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: License Number Address Expiration Date Signature Telephone 9 te—distere l Floinelffiaiaement gild ac' or' ` ` �'"`"'" ", ' Not Applicable ❑ Company Name Registration Number • Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCEAFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ❑ No ❑ 1.1... 7l ie l ner en iu The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own 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 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 shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibilit , compliance with the State Building Code,City of Northampton Ordinances,State and o ••:. a l• : ate of Massachusetts General Laws Annotated. Homeowner Signature - • SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition El Replacement Windows Alteration(s) E Roofing J Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [El] Decks [[J Siding[l ] Other[O c94 38c0 Brief Description of Proposed � / Work: &MI l'io.‘ €3 1 beeif9DM S I h, faa✓., t" /f✓A.‘ Sr4 - Alteration of existing bedroom_ Yes X_No Adding new bedroom x Yes No Attached Narrative Renovating unfinished basement Yes )C No Plans Attached Roll -Sheet v, ra. v ,fir°�,*Y("x.'�s"°s'F,r..x"�i' � '#`['ak�m�,:X gt"s,Ta,+x,,"...e�:� °..,i K^ ."?^ft:a�3'9�a 'T..Ctx�".�'�r-' '' e«' "v� a?S',^s�.c..t", sa.If I ew.Gouse�and'or addrtion t©exlstinq o slln cornptete t eel 1 owmq: a. Use of building:One Family X Two Family Other b. Number of rooms in each family unit Number of Bathrooms c. Is there a garage attached?/J0 d. Proposed Square footage of new construction. / 2-10 Dimensions 3,e X 17 e. Number of stories? a_ f. Method of heating? f f+t-,1 - 0 t t- Fireplaces or Woodstoves !V 0 Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? Yes h. Type of construction (d.ce'� it i. Is construction within 100 ft.of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes A No (0'6,'` Depth of basement or cellar floor below finished grade ' k. Will building conform to the Building and Zoning regulations? X. Yes No. I. Septic Tank City Sewer C Private well City water Supply SECTION 7a-.OWNER:AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES PERMIT I, ,as Owner of the subject property hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date I, ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name "1-- 4 2;i3 Signature of 0 ner/Agent Dat Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size �-1(5,c o 0 ST : /0000 51 F}- Frontage /0V f (00 f I- _ Setbacks Front ' ' ' Side L: 0 ; R:' fl' r L: R:i 53 If Rear 1 2 r2-6 ' Building Height ? L _ a 1 Bldg. Square Footage JG SO i % .2C'o0, . Open Space Footage % (Lot area minus bldg&paved i g goo I R i 7300 _ 3 t) parking) t7 #of Parking Spaces g Li 1 1 Fill: _____ (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW ,�( YES 0 IF YES, date issued:.: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? • Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO ar IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. City of Northampton = s �'f r Building Department A 4 212 Main Street e * _ � ' Room 100 , t°a ® r � Northampton, MA 01060 - m , .,' �" ` phone 413-587-1240 Fax 413-587- . k '*Iva APPLICATION TO CONSTRUCT,ALTER,RE ,RENOVATE OR DEMOLI • ONE OR TWO FAMILY DWELLING `;J 1 JUL 2 6 2006 j�'.J SECTION 1 -SITE INFORMATION ` sects n to be completed byoffice 1.1 Property Address: I QF": n, .� I * fed �� 1, 4' ''. -mot �' Unit 4J a�,h '\ M 0 zone Overlay District -Ein St Ditrict,..,,." CB�itnct SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 3 Qc-C-f-e , M ✓` 26 Fru \- 9-- NOr t I p'4 MVO MOO Name(Print) Current Mailing Address: 1413 s__.?_>// ei3� Telephone Signature �' 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED,CONSTRUCTION COSTS Official Use Only Item Estimated Cost(Dollars)to be completed by permit applicant 1. Building 3/,qq v (a)-BuildingPermit Fee t ! 2. Electrical o0 (b)E Tst of Construction stimatedotal from Co(s6t) 3. Plumbing 500 Building Permit Fee 4. Mechanical(HVAC) , 000 5. Fire Protection fB O / Q 6. Total=(1 +2+3+4+5) 541 p Check Number 123 t0✓-/�_JQ, _ This Section For Official Use Only .Date Building Permit Number. Issued: Signature: Building Commissioner/Inspector of Buildings Date s ty r a BP-2007-0092 GIS#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: ADDITION BUILDING PERMIT Permit# BP-2007-0092 Project# JS-2006-001810 Est.Cost: $54000.00 Fee: $631.90 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 10497.96 Owner: DAN JEFFREY A Zoning:URC Applicant: DAN JEFFREY A AT: 20 FRUIT ST Applicant Address: Phone: Insurance: 20 FRUIT ST (413) 575-1932 () NORTHAMPTONMA01060 ISSUED ON:8/9/2006 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY ADDITION N (2 BEDROOMS, BATHROOM & LIVING SPACE) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/9/2006 0:00:00 $631.90736 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo