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25C-256 (3) No. A �S FEE v + 0V COMMONWEALTH OF MASSACHUSETTS rt. Board of Health, i V CY* , MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PER IT Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) - ❑ Complete System ndividual Components Location /) / v .3-7" Owner's Name AV/ y e - fir , r Map /Parcel# Address l ) 1 v f f Lot# Telephone# Installer's Name � / © C Designer's Name Address / L a P f t. 6 r Address Telephone# 5) S � / a * / Telephone# 13 „�`! Type of Building 9 /``Pi�I !°t0 �'I/ Lot Size sq. ft. Dwelling - No. of Bedrooms y Garbage grinder ( ) Other - Type of Building No. of persons Showers ( ), Cafeteria ( ) Other Fixtures Design Flow (min. required) gpd Calculated design flow Design flow provided gpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS # ePi t' 7� & '1 P I { r' 1 1'” h I( The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agre • o of . lace the system in operation until a Certificate of has been issued by the Board of Health. Signed . d Date ��-- -- Inspections No. ?V°1 -S FEE COMMONWEALTH OF MASSACHUSETTS Board of Health, I `tOYthtwy , MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑ Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired ( ), Upgraded ( ), Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans /as -built plans relating to application No. , dated . Approved Design Flow (gpd) Installer Designer: Inspector: Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. O+ No. ;4)01 U -5 FEE4 s f�� V[ ) COMMON LTI-I OF MASSACHUSETTS �' Board of Health, N rliel a vvy E`o n , MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct ( ) Repair (K) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 1 I-of 1 y as described in the application for Disposal System Construction Permit No. .206 , dated Provided: Construction shall be completed within three years of the date of this permit. All ocal conditions must be met. Form 1255 Rev. 5/96 A.M. Sulkin Co. Charlestown, MA Date 31A-01 Board of Health _� C .MP/" BUILDING COMPONENTS QUOTATION OF NEW ENGLAND, INC. Job 10261-R1 ,,,. O.A Quoted Date: 4/7/2010 Of f: Ch ';":! �7'tt: - -: 16 Second Street Terms: 3% 10 Days ADI Netl l ,, c ,`,-�- .'° .. Designed By: Mike Blanchard Palmer, MA 01069 Salesperson: Jim Cummings Phone: 413 - 283 -8537 Fax: 413- 283 -8669 _CustomerInformation: Project Information: - y FLEURY LUMBER EQUITY - :a a 231 MAIN ST. • - — EASTHAMPTON, MA 01027 NORTHAMPTON Contact: DAVE F. Office Ph: 413 -527 -2693 Fax Number: 413 - 527 -9110 WoodTruss Qty Description Span Pitch OHL CantL TC Size Truss Shipping Height Spacing TC/BC OHR CantR BC Size 1 GIR 4 - Ply 23 -00-00 6/ 0 00 -00 -00 00 -00 -00 2x4 06 -01 -05 24 00 -00-00 00 -00-00 2x8 10 7-1 47 -00-00 6/ 0 00 -06-00 00-00 -00 2x4 12 -03-15 24 00 -06 -00 00 -00-00 2x4 12 T -1A 47 -00 -00 6/ 0 00 -00 -00 00 -00 -00 2x4 12 -03-15 24 00 -06-00 00-00 -00 2x4 , 1 T -1AE 47 -00-00 6/ 0 00 -00-00 00 -00-00 2x4 ./1A2'.. 12 -03-15 24 00 -06-00 00-00 -00 2x4 _alli1IIIIIIIIhiuly._ 1 T-1E 47 -00 -00 6/ 0 00 -06-00 00 -00-00 2x4 12 -03-15 24 00 -06 -00 00 -00 -00 2x4 _.11111IIIIIIIIII1b, 3 T -2 23 -00-00 6/ 0 00 -06-00 00 -00-00 2x4 06-03-15 24 00-06-00 00-00-00 2x4 .C_ ^°:-. 1 T -2E 23 -00 -00 6/ 0 00 -06-00 00-00 -00 2x4 06 -03-15 24 00 -06 -00 00 -00 -00 2x4 1 V1 18 -05-12 6/ 0 00 -00-00 00 -00-00 2x4 04-07 -11 24 00 -00-00 00 -00 -00 2x4 1 V2 14 -05 -12 6/ 0 00 -00 -00 00 -00-00 2x4 03 -07 -11 24 00 -00 -00 00 -00-00 2x4 1 V3 10 -05 -12 6/ 0 00 -00 -00 00 -00-00 2x4 02 -07 -11 24 00 -00 -00 00 -00 -00 2x4 m 1 V4 06 -05 -12 6/ 0 00 -00 -00 00 -00 -00 2x4 01 -07 -11 24 00-00 -00 00 -00 -00 2x4 Q Hanger Qty Description Shipping Height 12 HUS26 00 -00-00 FCH_Quote Job #: 10261 -R1 Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com . . I a d/ - 1/Gt- C 5- pri / i d ,.o 44'6' T -1A (QTY,--1g = T_1 (QTY =1q _w iL v I Alb V3 I V2 I 1. V1 1 ` GIRDER TRUSS INSTEAD OF BEAM I GIR 1 _ _ — ii 4 PLY m n F- r o N j N f W r T -2E �. W W c, Q Wlil 20a F 23' vm i 21'6" L+I O < O ® Fo 44'6 _i JOB NO: 10261-R1 PAGE NO: 1 OF 1 Keys earn® 4.504e Fleury Lumber k,BaniEngine 4.506u ¢ 6-10 Materials Database 1024 Easthampton, MA 11:30am New Residence 1 of 1 Member Data Description: Beam R1 Member Type: Beam Application: Floor in garage to support roof trus Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 12 PLF Deflection Criteria: L1360 live, U240 total 1.500" max. LL Live Load: 40 PLF Deck Connection: Nailed Member Weight: 18.6 PLF Filename: FleuryJ2.KYB Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 23' 0.00" 105 340 Snow Toad from roof truss supported at rear wall of garage il:::•. C . 's4t: 01ri errs / 23 0 0 7 ®/ 2300 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 5.500" 1.500" 5153# — 2 22' 2.750" Wall 5.500" 1.500" 5153# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 1374# 3779# 2 1374# 3779# Design spans 22 2.750" Product: MASTER PLANK 2900Fb 1.75x16 3 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 28635.'# 62010.'# 46% 11.11' Total load D +S Shear 4535.# 20608.# 22% 0.01' Total load D +S Max. Reaction 5153.# 25121.# 20% 0' Total load D +S TL Deflection 0.7499" 1.1115" 1../355 11.11' Total load D +S LL Deflection 0.5500" 0.7410" U485 11.11' Total load S Control: LL Deflection DO Ls: Live = 100% Snow =115% R oof =125% Wind =133% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners D. Webster Hood Distdbulion K a „` N. Billerica, MA a f a � r Copyright (C)1989-2005 by Key mark Enlerydses, LLC. ALL RIGHTS RESERVED. ✓ � / F l,:Rl'RIIsr.s. 11( — Passing is defined as when the member, floor Joist, beam or girder. shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans filed on this sheet. The design must be reviewed by a qualified designer or design professional as inquired for approval. This design assumes product installation according to the manufacturers specifications. e. Keyg.earrl ®4.504e Fleury Lumber 4- 6-10 f 4.506u MatelrialsDataha• a 1024 Easthampton, MA 11:26am New Residence 1 of 1 Member Data Description: Joist J2 Member Type: Joist Application: Floor 1st floor joist Lateral Bracing: Continuous Both Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 12 PSF Deflection Criteria: U480 live, 11240 total 1.500" max. LL Live Load: 40 PSF Deck Connection: Glued & Nailed Filename: FleuryJ1.KYB 21 11 8 21 11 8 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 5.500" 1.750" 735# — 2 21' 2.250" Wall 5.500" 1.750" 735# — Maximum Load Case Reactions Used for applying pant loads(orline loads) to cartying members Dead Live 1 170#(127p1f) 565#(424p1f) 2 170#(127ptf) 565#(424p1f) Design spans 21' 2.251" Product: PowerJoist ADI60 14" 16.0" O.C. Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing for both chords. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3891.'# 5895.'# 65% 10.59' Total load D +L Shear 735.# 1710.# 42% 0' Total Toad D +L End Reaction 735.# 1550.# 47% 0' Total load D +L TL Deflection 0.5056" 1.0594" U502 10.59' Total load D +L LL Deflection 0.3889" 0.5297" 11653 10.59' Total load L Control: LL Deflection DOLs: Live =100% Snow=115% Roof =125% Wind =133% All product names are trademarks of their respective owners D. Webster +,,,, Hood Distdbu0on ,tf F N. Billerica, MA K e a x yta (C)l k. Copyright 8a -2005 by Keymark Enterprises, Up. ALL RIGHTS RESERVED. r NrFernisr_s. I c "Passing is defined aswhen the member, floorjoist, beam or girder, shown on this drawing meets applicable desgn criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or deign professional as required for approval. This deign assumes product installation according to the manufacturer's speelficati ons. 8 K cam® 4.504e Fleury Lumber 4" 6-10 m janBr aFn®ne 4.506u materials Database 1024 Easthampton, MA 11:24am New Residence 1 of 1 Member Data Description: Joist J1 Member Type: Joist Application: Floor lst floor joist Lateral Bracing: Continuous Both Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 12 PSF Deflection Criteria: L/480 live, L/240 total 1.500" max. LL Live Load: 40 PSF Deck Connection: Glued & Nailed Filename: KYB1 22 3 0 22 3 0 4460 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 5.500" 1.750" 641# — 2 21' 10.375" Wall 4.500" 3.500" 1895# -- 3 43' 8.750" Wall 5.500" 1.750" 641# — Maximum Load Case Reactions Used for applying point loads (orline loads) to caaying members Dead Live 1 131#(98p1f) 510#(383p1f) 2 437#(328p1f) 1458#(1093p1f) 3 131#(98p1f) 510#(383p1f) Design spans 21' 10.375" 21' 10.375" Product: PowerJoist ADI60 16" 16.0" O.C. Component Member Design has Passed Design Checks."* Design assumes continuous lateral bracing for both chords. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2958.'# 6835.W 43% 8.75' Odd Spans D +L Negative Moment 4143.'# 6835.'# 60% 21.86' Total load D +L Shear 947.# 1970.# 48% 21.86' Total load D +L End Reaction 641.# 1550.# 41% 0' Odd Spans D +L Int. Reaction 1895.# 2755.# 68% 21.86' Total load D +L TL Deflection 0.2705" 1.0932" U969 9.84' Odd Spans D +L LL Deflection 0.2298" 0.5466" U999+ 9.84' Odd Spans L Control: Max Int. React. DOLs: Live =100% Snow=115% Roof= 125% Wind =133% All product names ere trademarks of their respective owners 0. Webster a + „ Hood Distributi on Ke a rk ", N. Billerica, MA V ii Copyright (C)1089 -2005 by Keymatk Enterprises, LLC. ALL RIGFfiS RESERVED. EN 114014111.S, L I( ••Passng isdefined aswhen the member, floorjoia, beam or giber, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans lined on thissheet. The design mua be reviewed by a qualified designer or design professional as required for approval. This desgn assumes product in5allati on according to the manufacturers specifications Distributed by: 4 Hood No. Billerica,•MA 800-752-0129 / ice Distributio Manchester,�CT 800 -468 -8220 Milton, VT 800 -955 -2677 McQuesten Group Subject/Objet: FLE -U(`( UNtkeriN. Date: 3 -3 f 4 0 By /d'apres: b IV Page #: Location /Endroit: r- r 7 r - r , 1---1-1----1-----1 iT'1 - 1 j ?� �_ I II � � f t 4 - 1 ---� -- j f x; - H _- 1---1----1 - I 1 I t — t- 1 — - -a- . _ i Il C t _ ; ; - � --. 4 - L �- - _1 . 1 _ -_ } 1 . `i _ - -f ' - - --n------ . , __. -. 1.. }.. s_.. . _ ...1..,,.., l ..q.-...,1�1,...11w.....1..11rM 1.,,.� I H- t ;4 4I TI -t , } J 44 i 1 t { �- �C 1 I # _ H t - + -+ 1 I + -f- � i -- 1 i ' ! 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I� . 1L , f ._' _ 1� 1 t t T { 1 1 - 1 1 1 I E -4( 4- - 4 1 t 11. .. 1 } I I1 1i — 7 1 r t 1 t t f r f r r 4 r! a ii! 1 I 1-r 1'4 ?- } — , , + p t_ ...L _�_. 1__ _ __ - _L __I 1 1 _ ( � - -- __ -. 1 I 10.0 Engineered Flood Openings Certificate • Engineered Flood Openings Certificate To satisfy requirements of the National Flood Insurance Program This certification must be submitted to, and kept on file by, the local jurisdiction's permit authority. A copy should be retained by the owner to demonstrate compliance in order to receive the best flood insurance rating. The Smart VENTIP and Flood VENT Foundation Flood Vent is certified as meeting the flood opening requirements for engineered openings as set forth in the Federal Emergency Management Agency's National Flood Insurance Program regulations (44 CFR 603(c)(5)) and ASCE 24 98, provided it is installed according to the those references, as summarized below. Flood openings are required in enclosures below elevated buildings, attached and detached garages, and accessory structures that meet the required limitations. For a copy of the report documenting this certification dated June 2002, and a copy of the National Evaluation Service report NER 624, contact Smart VENT, Inc., at 877 /441 -8368 or visit: www.smartvent.com I do hereby certify that the Smart VENT® Louvered Foundation Flood Vent and the FloodVENTrm Insulated Foundation Flood Vent opening (s) is designed for installation in buildings, will allow for the automatic equalizing of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater during floods up to and including the base (100 -year) flood. One Smart VENT® or one FloodVENTi'M for every 200 Sq.Ft. of enclosed area will provide sufficient hydrostatic pressure equalization during a flood provided the installation limitations and instructions are followed as listed below. To Calculate the required number of Smart VENTS® or FloodVENTSTM divide the Square Feet of enclosed area by 200. Example: A 2000 Sq.Ft. enclosed area requires 10 vents. 12000 Sg.Ft / 200 =10 Vents Signature f� // Title S ,o a tT I�Ret1K7 E ✓G I�EEl2 ,$ O Type of License 12Ebls eez Peoi=cssr E rrj, eel o "F0r 0N"` License Number OS 6/ 7/ E STEVEN M. UR1CH ENGINEER *Project Name r \ P I *Project Address = tiro P 1 SyI *Date Submitted 44 .2karanirirAfr * Required Fields* Professional Seal Installation Limitations and Instructions 1. The Smart VENT® or FloodVENT'TM unit provides sufficient automatic equalization of hydrostatic pressure on walls and foundations of buildings located in flood hazard areas where the rate of rise is expected to be less than or approximately 5 feet per hour. 2. Enclosed areas below otherwise elevated buildings, non - elevated attached and detached garages, and certain non - elevated accessory structures located in flood hazard areas are to be used solely for parking of vehicles, building access, or storage. 3. Each enclosed area shall have at Least two flood openings, installed on different sides of the enclosed area. 4. The bottom of the flood openings shall be no more than one foot above the adjacent finished ground level. 5. Installation must be in accordance with manufacturer's instructions. "REFERENCE ONLY" From FEMA TB 1 -93 Guidance for Engineered Openings Openings in Foundation Walls (National Flood Insurance Program (NFIP) Technical Bulletin TB 1 -93 "In situations where it is not feasible or desirable to meet the openings criteria stated previously, a design professional (registered engineer or architect) may design and certify openings. This section provides guidance for such engineered designs. For openings not meeting all four requirements for non - engineered openings listed on page 2 and 3 of TB 1 -93, certification by a registered professional engineer or architect is required. Such certification must be submitted to, and kept on file by, the community. These certifications must assure community officials that the openings are designed in accordance with accepted standards of practice. A certification may be affixed to the design drawings or submitted separately. It must include appropriate certification language, and the name, title, address, signature, type of license, license number, and professional seal of the certifier." (TB 1-93 is available through Smart VENT® or online at www.fema.gov) Form SMRT100 Rev.A This form is the property of Smart VENT Inc. Modification or Duplication is Strictly Prohibited without authorization. 8 Certification of Engineered Opening (September 3, 2002) • 2" X11" 1M „ ✓151 , ii-i i F ` L2L 1 ELEV. _ 126.3' 7 14" TJ1 �------- S i f0: .14. 'A E'�NA EL= 125..0.7 00 `Ei'R AN ELI; 02 - 12500' /" PLY S IEA. -1N 2..0P', 5'11 ; 'r ? lr" :,.: ENGINERu FLOGri VENT /�/ 2x6 ET, ELATE GC ✓1h OE r nGG 0.1 tab SILL Al CH,a 1.0_1'5 w a' 0,C, 12" MAX. % 0.M 2 % 95 * fa 0 VAfION = 122,15' AT ENDS OE ki M M0;.C'5. • • JAN, �'�'���' 2 JAN', 7'00 EI�A :�F.A✓E `' � n — __ ii Af Op A✓OUE EX I GP 6„A29 / 2 G LA' 8" ,g/ /---- EpG51 WALL - '200'9 CO1� E 2 - #113/ / / __4L GAO • • 2-#41A9 • 1, _ ,tN OF9 sr DAVID A. � % 0 L� . `3A� O \ W/'V.I, / L � VREELAND `� • I U CIVIL a No. 46317 415 jt YESKIE RESIDENCE 17 FAIR STREET Vreeland Design Associates OORTHAMPTON, MA an integrative approach to residential design, engineering, FOUNDATION— SECTION and site planning 116 River Rd., Leyden, MA 01337 DRAWN: RIB CHECKED: DRAWING NO. Contact: David Vreeland, PE Phone (413) 624 -0126 - Fax (413) 624 -3282 �� 0+05 10 S i < — 2 SCALE: 1 /2 =1' -0 p it Q.5 . 11 af, • y j . t d-a5 7 1,4 A* • f1i � ( 3g = , S'/ X .s - A x Z ° y 7" °S `'l s 2- 23 003 pa a� L1# ,/ r" dirvi " /f • „ 4t $� �f )..)c 5ab 41/ • TNAmr BOARD OF HEALTH CITY OF NORTHAMPTON ? � ;.ti MEMBERS is JAY FLEITMAN, M.D. MASSACHUSETTS 01060 N _ � >*1f SUZANNE SMITH, M.D. ►�� ' �� t1 DONNA C. SALLOOM �� Y XANTHI SCRIMGEOUR, MHEd, CHES, trr is DIRECTOR OF PUBUC HEALTH OFFICE OF THE (413)587 -1214 • BOARD OF HEALTH 212 MAIN STREET NORTHAMPTON, MA 01060 FAX (413) 587-1221 NOTICE OF COMPLIANCE mi T, 700'1 : Mr • ?o. 1 \it% k- e..- 1� cfr r S‘ rrrN n r` 4vt 6 t no 0 Re: COMPLIANCE WITH ORDERS Dear f On , r-c. a`I /001 , an initial Housing Inspection was made at the property located at l a-.•r sue- r owned or operated by you. Violations were observed and an enforcement letter with correction orders was mailed to you on 5�� 1, Zoa A final re- inspection was conducted on Stet Z, Z All violations noted in the "- IA r-e. a 5 enforcement letter were found to be corrected and therefore, please note that you have complied with all of the correction orders issued in the inspection report. This letter was signed under the pains and penalties of perjury. If you have any questions regarding this matter, please contact me at my office. Sineel ely, C Aimee - -trosky Health Inspector 67,5c - co. ITY OF NORTHAMPTON 0_ A_ p v, MASSACHUSETTS 01060 1 ri +y =s1 ta ���pncT 5 'n0 14 rvoN OFFICE OF THE BOARD OF HEALTH 6 0 03 ( °) 14. 212 MAIN STREET NORTHAMPTON, MA 01060 Mtn 1 0 2010 Dear Louis, I was asked to inspect the property at 17 Fair Street in June of 2009 because of an illicit connection to the storm drain system. Upon inspection it was found the owners had their washing machine and shower connected to drain to the municipal storm drain system. Because of the added load to the septic system that would be caused by correcting the problem I required a Title V inspection to be conducted prior to the plumbing being corrected. The Title V inspection revealed that a new D -Box and new pipe were needed. The work was completed and on September 2, 2009 a notice of compliance was sent from my office to Paul Yeskie indicating that he had complied with the orders and no further action was needed. Attached please find a copy of the permit that was issued, a copy of the system, as well as a copy of my notice of compliance. If you have any further questions please don't hesitate to contact me. Thank // Airee Petrosky Health Inspector 212 Main St Northampton Ma, 01060 413- 587 -1214 • 44' -6' / / \ ® ri1 177A \ L. ' 9 FLOOD VENTS s REQUIRED FOR CRAWL SPACE NOTE: BOTTOM OF FLOOD VENTS MUST o BE INSTALLED 12" OR O LESS ABOVE FINAL co GRADE. 3 TOP FOUNDATION WALL = 122.15' 0 -------'\--, 1 7 CRAWLSPACE GRADE ELEV. = AVERAGE v EXTERIOR GRADE a 121.4' ` • Y ...------SLAB = ,�� OFFS SLAB AT BACK 121.55 .� 27 � DAVID A. c y G ' VREELAND °v CIVIL - No. 46317 3 FLOOD VENTS A 9 F •. �t O REQUIRED FOR ° A-4, 0p T ' k ' GARAGE 8 •i t • , 4 1 x -� \ \ J SLAB AT DOOR = 121.30' ' o 1 I \ I I - _- / 23' -0' ik 21' -6' / 44' -6' / / YESKIE RESIDENCE 17 FAIR STREET Vreeland Design NORTHAMPTON, MA Associates 01060 an integrative approach to residential design, engineering, TITLE: and site planning FOUNDATION — PLAN 116 River Rd., Leyden, MA 01337 DRAW* FM3 CHECKED: DRAWING No. Contact: David Vreeland, PE Phone (413) 624 -0126 - Fax (413) 624 -3282 DA7E: 04.05.10 S < — 1 SCALE 1/8 %.1' -D' 611 s 1.•141. , 40,94 T. 1,„ 9 0 ,... 61 - cf ) ............-- ..............;---------' a oti ,,,crorcBli 11.7ivt 13 ■Q-6j ,....... t !■,.\\,,,,,,„___, 072 / \ ( 03 N N 6 ' , IA x fa ci C\ 0 ihtt 11 L.. tit t (% C■ Go•-• 1 i \ cu •, \\ ve/ t v , 1 I=1 I rt, ../„1„,.... 3. 'roll NA i C 1 H (ail tr 4 ... ti 0\ 1-4 33 11°' c ill 1 6 1 ve t. rn R P f l, ........., ! . , ( .17,1 1 ler&A 1 ic - ,rie:ic.. \ 5.o2) Y "dre,1 - j. i tr3Gd .cei .1..,ena-is C yak/ q.5",/ c.5-11.-/-) oc, 4 2.r•ta),Q0 1 .., IV c.,:g3 Elisio 'c 1 ,Os o'u 'ls‘ ----- d al.1 1 21 n'zi J-rA°.-7 41 ..------ --- ---- ----_ ---- .------ ------ ...------•Q xy, ...1...rravo w• a ,P ,C19 'V --- .-- •■ P tk . CP , ..--- `-. ,t1 , — -,.,----- _2------- - .\ A ITN 3 vt NY a --1, sr) N se..?,,-2,1.7"-ai s Yil'iN‘SGIS At •zyc;, tv 0 c!VG 5 10 'Arq 9 ,,i- 1 0 71..:.va`561-1“3"1,1 .ae' //1fi i \ , " ) 7 ,,, 7, , 1N ri St / , ._--, _._. '.- air', . t 'a -?-6.2..-6),ti .1...\ •14' '',., . sows* . \c,, ,-; 'in 15114810 ',14.) ‘3 1 1 • ,s, j '2, S•sr '''' ----.-//4'./. • 1-- C3 0 - S. 0 6. Since the enclosed area of the original house was not vented for flood waters there will be a net gain in terms of flood water storage volume with the proposed house. Assuming an average grade at the foundation of the original house at 121.0', an enclosed area of 1,198 sq.ft., and with the base flood elevation = 125.0', the loss of flood storage volume would have been 125.0' — 121.0' = 4' x 1,198 sq.ft. = 4,792 cu.ft. gross volume. Assuming an approximate volume of 594 cu.ft. for the thickness of the original foundation, exterior and interior framed walls, the net loss of flood storage volume for the original house was approximately 4,792 sq.ft. — 594 sq.ft. = 4,198 cu.ft. Based on the proposed exterior grade at the new foundation, as well as the proposed elevation of the crawlspace slab = 121.4', and the garage slab at 121.30' to 121.55', the loss of flood storage volume due to foundation and framed walls, and exterior and garage stairs = 260 cu.ft. Therefore, the approximate net gain in flood storage volume for the proposed house is: 4,198 cu.ft. (original house net loss of flood storage volume) — 260 cu.ft. (net loss proposed house) = 3,938 cu.ft. Based on the attached documentation, the proposed foundation system appears to be in compliance with 780 CMR: 120.G501 FLOOD HAZARD ZONES. Please contact me if you have any questions or need additional information. Sincerely, � LCrk OF MR Sis∎ /I , o ► ' EE D A G (..) CIV c David Vreeland, PE -o ,,,.. 0. 46317 Vreeland Design Associates S -`y�- - ° E.�' 2 Vreeland Design Associates An integrative approach to residential design, engineering and site planning Date: April 5, 2010 To: Louis Hasbrouck Inspector of Buildings /Zoning Enforcement Northampton, MA 01060 From: David Vreeland, P.E. Vreeland Design Associates Re: Elaine Yeskie, 17 Fair St., Northampton, MA: Construction in a flood plain of new home to replace existing home destroyed by fire. Dear Louis, I have been consulting with Jim Harrity in regards to the foundation requirements for the construction of a new home, at 17 Fair Street, for Elaine Yeskie, to replace the existing home destroyed by fire. The lot, as is most of Fair Street, is in the flood plain of the Connecticut River. The following is a summary of information for the proposed foundation: 1. The 100 Year Base Flood Elevation for this section of Fair Street is 125.0 feet with a flood hazard classification zone of A -13. See the attached section of the Flood Insurance Rate Map. I have marked the approximate location of the lot. 2. Richard Labarge, PLS, has prepared a Site Plan Sketch, dated 3/8/10, showing existing ground elevations with an apparent average ground elevation at the location of the proposed foundation to be 120.5'. See the attached copy of the Site Plan Sketch. 3. The enclosed area of the original house footprint was 1,198 sq.ft. See attached Assessor's Property Record Card. Based on photos from Google Earth, see attached photos for the north, west, and east elevations, of the original house and the topographic data from the Site Plan, it appears that the approximate elevation of the first floor was around 122.5'. The proposed enclosed area for the new house is 2,253 sq.ft. In accordance with 780 CMR: 120.G501.4, the spaces below the Base Flood Elevation will not be used for human occupancy, except for the proposed garage area. See the attached Foundation Plan and Foundation Wall Detail. The garage area has an enclosed area of 552 sq.ft. and will have three (3) engineered SmartVentTM flood vents installed, two vents in the east wall and one vent in the west wall. The crawlspace area has an enclosed area of 1,701 sq.ft. and will have nine (9) engineered SmartVentTM flood vents installed, two vent in the east wall, three vents in the south wall, and four vents in the west wall. The SmartVentTM flood vents have been approved by FEMA to provide for 200 sq.ft. of enclosed area per vent. See the attached Engineered Flood Openings Certificate. 4. The short framed wall attached to the foundation and supporting the proposed house will be constructed with 2x6 pressure treated studs at 16" on center with' /2" plywood or OSB sheathing. The pressure treated sill plate will be bolted down with 'A" anchors at 4' -0" o.c.. and 12" maximum from corners and all ends of sill members. 5. The mechanical and electrical systems will be installed above the Base Flood Elevation. 116 River Road, Leyden, MA 01337 Phone: (413) 624 -0126 Email: dvreeland @verizon.net Fax: (413) 624 -3282 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1acre or is it part of a common plan of development that wiiU disturb over 1 acre? YES NO i/ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved • G • rt , qT, for use by the Building Department EXISTING PROPOSED REQUIRED BY ZONING: r Lot Size 13,52-0 ` :. )O(1O Frontage 7 7. ig (7) , 7 7. /..r / 6 Setbacks Front Gl K irf Side L: R: L: /5 R: L g R: ; -i i Rear / n Building Height tit K. OS Building Square Footage SID DIl'o I y 9 Z+ I I Lto a;'$ff b o y zs % Open Space: (lot area minus building £t paved ®e ® �� parking # of Parking Spaces 3 # of Loading Docks Fill: (volume a location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: 6j i . 4 _ Applicant's Signature ��p , 1 ee - NOTE: Issuance of a zoning permit does not relieve an applicant's b o comply with all zoning requirements and obtain all req permits from the Board of Health, Conservation Commission, H i s toric and Architectural Boards, Department of Public Works and other applicable pe granting authorities. W:\Documents\ FORMS \original\Building - nspector \Zoning - Permit- Application- passive.doc 8/4/2004 m \'y/ MAR 1 0 2010 File No. /f P /DJP tti -04,10a Please type or . rint all information and return this form to the Building Inspector's Office with the $i5, filing fee (check or money order) payable to the / City 1. Name of Applicant: , /cri l ? // t/e j Address: Inap /p 54 47 air do. Telephone: y/3 s88 7 yr2 2. Owner of Property: � •n e - Address: Telephone: 3. Status of Applicant: Owner ` / Contract Purchaser Lessee Other (explain) 4. Job Location: / i' SA /se / //d" ,1‘ of a t $ k $ b r yr. '�� 2' � a� .r� t ^ , v �, Z ; .� 4 s aim ,% . `y K e to ® ®® ® 6 " 5. Existing Use of Structure /Property: / ve-'tt i.e/ S 4.5 ' y . ei ,Cy /4;"'e 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): p o r !?L 110 %iGC.- A o O r 71iv7,4..I 7. Attached Ptans: Sketch Plan Site Plan Engineered /Surveyed Ptans 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DONT KNOW // YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and /or Document # 9.Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) W:\Documents\ FORMS \original\Buil ding - Inspector\Zoning - Permit- Application - passive.doc 8/4/2004 3 ZkETCM 1 .0% ui`; N O RTWAM f"T Mk. ► 1 " = 20 t 0 3 - 08 - 10 � RtSiARD �. E. r Owl•HBR: V1_AINE YESKIE t : ; . B ic: 4323 YC;. I I $ ..., # t F4k(t� TREE T TAM. SPtICE i 4 PoLE4/3 (i 4.110 . 7" k' st- EVrt2153 NGVO `2.9 ■ SEE P(..ek..t95 PG•74 Fa a. � N � TOM: CH S 004 CoR \!,1/ t, ' P.` StDewm.w. E. LeV_ t2433 \ ti ` ti o �- -- ~'"" N -• o_"�� k nth+ ,V, D, 17 29 N I) FAtR • S „ r . kt A EDGE or ' t•t `ti. ; — 4 Goi1TDUR 1u1TCiWI te I s on1E t=ool. r; 111 Peel 7 G.S3HeA 5 t OO YEAR PLooD FWD \ i.P. pap et_EV+1 - IZS.0 -- "I' . i W o / 1 : C W j 1 0 1 IZ1 •5 qS P ° ' � , 1 .1 ` Jo ,N,, 0 et I eo ,4I Etas ` i ' S! N 1. - //6 ,, i '1 I., 1 zO.1: C:: �/ 1 ' 9 �'r 2pr ' S i iq.7 iiii / / e-..4 of / \-- n o ° ao ti 1i fr f D Witt 7 N • r t73 8 wail 118 GN HEMtoct HFOGF /24, 1•e i FAJA F•46 � ; lig 7 7/6 118.1 Peep Pi EA S // 9 A O�vHAM,�� Z\•• \ 4 E J ! 1 .��.r— �v cr, :,- �. '"' DEPARTMENT 1 OF BUILDaZG INSPECTIONS . � DEPAR E MIS PECTOR 212 Main Street 6 Municipal Building S' c a `/ Northampton, MA 01060 ,~ ,,.ey� • • LOCATION / 7 p/r i / f S_ SQUARE FOOTAGE AMOUNT BASEMENT @ . 20 v 0 1 FLOOR @ .50 /6 KO 5'Y' S ! G I 2 FLR @0 • i.3 0 0 FLOORS, FINISH A'l 1'1C, GARAGE @ .20 S , / / 0 DECK/PORCHES @ :20 / of 0 2.. X TOTAL. • MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 JUN 2 9 2010 587 -1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 17 Fair Street, Northampton Inquiry Made By: Jim Harrity 413 - 210 -5256 Date of Inquiry: 6/28/10 Number of Type of Single Family X Type of Private X Units: 1 Unit(s): Accessory Apart. Ownership: Condo Multi - family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 6" Material: Cast Iron Age: 1914 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 110 If done attach results Size of Service Connection 1" Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Existing Service for Lot • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water ystem Arr. gements of su • ' st. ation shall be made with the Northampton Water Department with a minimum o workin ; ; . s notif • ation. • • 11 wo s 'all on o to hampton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry$ N/A Meter$ N/A Radio $ N/A cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. . ‘,; • 05/05/2010 14:26 4135858025 HARRITY PAGE 02 rho Cowasemweeldi elfassaeluesege = - - -, j Department of Iildult l Aecidetaz la A ' " R V W tlj n Street ; r r Bern, M.4 02211 Workers' Compenaadon Insurance Affidavit: Builders /ContractorEIectrielatmi nuanb r 4 pplicant , it i * on : e ._.. • int i ■ Name (Businessro esnisetiosltndMdu1t): rr` ' 2 1 Addreeaa: �i _' ''_) ik . .. J City /StatetZi : ' . t - c...r..c .,* Phone #t: /r''' 1. / ' Are you an employee Cheek the a �r �*� Type oipmrjeet (required): 1. ® I ern a employer with a 4. ❑ t am a 8atertad contractor and I Ci. fzi Near caorrtrtactdesa employees MU and/or pat times).w have hired the sub-contractors 2.E] I am a sole proprietor or partner` Iieted an the numbed *beet 7. 0 Remodeling ship and have no employees 'rheas 8. Q Demolition working for me m any capacity. employees end have workers' 0 Building addition 9. (No won oxs' gyp. insurance comp. lostamoot required.] 5. 0 We are a corporation and its 10.0 E1 cuiieal repairs or Whims 3.0 I am a bomeoi ex doing all work onion have exerelecd t$dr 11.0 Ptouthing mpairs or additions myself No workers' comp. ram of cornesption r W no 1 2. j Rae rt pabs insan we eeee required.] t c. 152, 11(4), 0 13.0 Other comp. insurenoe required.) empl Co workers' s A applicant that chador box #t woos al.o MI oat theta eft Wier sissy thedr ••oohs.' aamposeehoe poor infate .bon. tno ineowiere who meek this ailidevit tetanus Mr eta doing all warkani race beige outedeaonmcto" n.ue adm a new sineavtt sasonice mat Y Contractors tber dark that boa met etrebed ea eddiliotal down sl takes theme* of die se/Protract= lust state whatherer nag those entities have craptuysae. Lithe sox- caaaadurs haveawl/weak they met provide their waders' comp. policy ne ar. 1 am aae a tepIuyer dirt is providing workers' caaraypasradi. insv w.ce jaw tags wstpilayeaa. *Low is ale policy and d job site Insurance Company Noonan 6 /. 1.- ,41 44 c 7 ,a Z.«. 1._ if" el Policy # or Self -its. Lie. #: iv C. 2 /f ' .3 7,3 Z ~ , - 1 --- 'd /7 Expiration Mc .ices site Address:. - .P ,e .5 �' CityArldefilp: 1(1 D ,C } , p.47 ,/.. .7 4 Attacds at copy of the workers' competnettion policy declaration pap (shaming the pulley number and expiration doh). Failure to oeoure eoveroge as required under Seatin4 25A *flan, t:. 152 can lead to the imposition of sa hens! penalties of a Om up to $7,500.00 ned/ar one -yaw imprisonment, t, as well sa civil penalties in the foss of a MOP WORK ORDER and a fine of up to $250.00 a day mina the violator. Be advised that a copy of ads statement may be terr uebd to the OMMce of Investigations tithe DIA ffbr insurance l coverage ve ifiadio . /. )� ado r m _ and ' - „ f f ofp o Ow Nifty provided I L n . me correct Phemc #: e l 1, S t J ° Jr-e*C ,r _._ .._ __ _ a titc, woe only. Do not mitt be amt area, n k eemetetee ay wits or sawn stfficka i rift ar down: ParmitdLieetttse # Issuing Authority (circle moo): 1. Beard of Heatth 2. liniteing Department 3.Otyfrowa oak 4. Electrical Inspector 5. Plumbing Inspector 1 6. Other Contact Person: ._... Pboue # ........_ ___ .... - -. ,,. 7• /7TIQec -ye Wi et!la r1TA* /Or/oo SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: t Not Applicable £ 03 Nam of License Holder : ,J i I l �/ c7 �° r / �t� 1� C) ''' License Number ).7 4/'i7cci � y( S 4/ 'e //r? X . C)912-,0 / Address ExpiratData Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable £ Company Name Registration Number Address Expiration Date Telephone SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (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 £ 11. - Home Owner Exemption 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 responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House [v] Addition ❑ Replacement Windows Alteration(s) E] Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding [0] Other [0] Brief Description _of Proposed Work: C Silk- ,/ / ;/y 1 +4/ 'f"`/ cr k" 9 c 1 / 6`'/ / ` -7 4., Alteration of existing bedroom Yes No Adding new bedroom Yes No No Attached Narrative Renovating unfinished basement Yes j,/ No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family V Two Family Other b. Number of rooms in each family unit: C Number of Bathrooms / c. Is there a garage attached? / GS Vy iv ‘ il f d. Proposed Square footage of new construction. . " 1 Dimensions / l� .2,� e. Number of stories? 1- f. Method of heating? it cl !/' (4tS Aw..- g. C F ireplaces or Woodstoves e ve Number of each g. Energy Conservation C / �5 Masscheck Energy Compliance form attached? " h. Type of construction �1 i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade G k. Will building conf to the Building and Zoning regulations? 1 Yes No . I. Septic Tank City Sewer Private well City water Supply (/ SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, � . G ` / < /,--s , as Owner of the subject property --` ,yt /17 I lie ‘ `/ hereby authorize j / 1 to act on my behalf, in all matters relative to work authorized by this building permit application. U Signature � of er Date 1, (;,1,14 ; . , ) , 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 p 1 4 ° Signature of r /Agent Date Section 4. ZONING Alt Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by 7 C� Building Department Lot Size (3i / (3 C/ 1 / Frontage 7 k.G (/ 7 ( 4 Setbacks Front S1 Side L: R: L:1(-7 R: fcY Rear Building Height Bldg. Square Footage % tk Open Space Footage % r2'L (Lot area minus bldg & paved C t � ,v g J, parking) �/ q,) 75 / ' _ # of Parking Spaces Fill: ,/1/ (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 4 DON'T KNOW ® YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained 0 , Date Issued: C. Do any signs exist on the property? YES © NO 120 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO 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 ® NO 4Z1 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Department use only � ( hampton Status of Permit: i l ? I i c pa�ltment Curb Cut/Driveway Permit 212 Sewer /Septic Availability m 100 Water/Well Availability J n, MA 01060 Two Sets of Structural Plans phone 413 - 587 -1240 Fax 413 - 587 -1272 Plot/Site Plans Other Specify C r /` rc / ,e1 S°d R �' APPLICATION TO CONSTRUCT, ALTER, - REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office 7 A F ' 5 ' Map Lot Unit Zone Overlay District EIm St District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: ���1 l . t✓ Yes �� , ' ) r ° ✓' S� , /Ve> h/s. ,© /C•) j 4 Name (Pript) /' Current Mailing Address: (_ E �c Telephone Signature 2.2 Authorized Agent: Name (flint) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Budding ti O( G/ c+ 0 (a) Building Permit Fee 2. Electrical (( C d� (b) Estimated Total Cost of i Construction from (6) 3. Plumbing ') e Building Permit Fee 4. Mechanical (HVAC) /. J 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) d 0 ev _ Check Number /8 ' 17 it This Section For Official Use Only Date Budding Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2010 -0987 APPLICANT /CONTACT PERSON James Harrity ADDRESS/PHONE 225 NONOTUCK ST FLORENCE (413) 210 -5256 0 PROPERTY LOCATION 17 FAIR ST MAP 25C PARCEL 256 001 ZONE SC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out J 7 1117 ✓!fr� 3 440 Fee Paid 7 Typeof Construction: CONSTRUCT SFH W /ATT GARAGE/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 052260 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9RMATION PRESENTED: (,,/ 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 Permit DPW Storm Water Management Demolition Delay 6 7 - 06 Signature of Bui di g 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. 17 FAIR ST BP- 2010 -0987 GIS #: , COMMONWEALTH OF MASSACHUSETTS Map:Block: 25C - 256 CITY OF NORTHAMPTON Lot: -001 PERSONS CONI';CI'NG WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House ILING PERMIT Permit # BP- 2010 -0987 Proiect # JS- 2010- 001167 Est. Cost: $230000.00 • • Fee: $974.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 JAMES HARRITY 052260 Lot Size(sq. ft.): 13808.52 Owner: YESKIE ELAINE Zoning: SC(100)/ Applicant: JAMES HARRITY A 17 FAIR ST Applicant Address: Phone: Insurance: 225 NONOTUCK ST (413) 210 -5256 0 FLORENCEMA01062 ISSUED ON :5/12/2010 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT SFH W /ATT GARAGE /PORCH 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: r at, d ro 4,..._, -' k Rough: t- .�, ..-�67 „k Rough: 4'j House # Foundation: ) i Driveway Final: Final: 3 ' I 0 — Th - ie.jina �, --1:13 � , l f O Rough Frame:{..1' 6 '? .�/ /7 .- 4 ' 1. , .° ) Gas: Fire Department Fireplace /Chimney: Rough: Ve /, _ Oil: Insulation: /v i Y: ; r ' ' / r� t Final: 0 —) V - / ) l i moke: 4 M } Cl/ Final: Q j 7-- /‘'' / D C /U✓'l. G . THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULA IONS _ 4 IS I 41 44044 Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 5/12/2010 0:00:00 $974.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo