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03-028 (17) N • I • lk ' a 0 • ° killt1 l ,b1 �, 1 '0 / w » l NV V t ii v i: 4, v ",.. , s A m ..,,,I x 11 • , l N . t � 4 .‘4 t i I . V c .v� rc� ,,1:4,,,,:„._,,i0,,,_ � ' /w - cwt y V \ - . ,...,..- /... 1, cb,_ _ 11 I re, qt 4 1 i A li 1 � � \ h i ' ‘i x..4 .' , c eird j ol ' ,,,'e,,,,, A,: . % to v... Y C" I 1� . \ '0 • + ,. . .., � ' ` -- �► / r at \ (.4.,.4.0_..5././ 44 0 k l ) ,ck .% ,4 0, , s • 0 OD4ei/ � t ) N tdsf a ---- `•....``.. A , • f 91210' . 1 1 0 444 1 A,1 1 ..• , s ... ' 40 " ( C ..„4„ 4 . n . . � I if." i) ti + i q a j ar. » • s r -s i rt Y .. `, / • (2) . 1 9, • 1 .i ■tet-l' . l it ► ` dok -1;‘"* 40 I I 0 1 044. r • No. vi � lark 0•2frW s FEE 25 COMMONWEALTH OF MASSACHUSETTS Board of Health, / /R114/144./9141./ , MA. DISPOSAL SYSTEM CONSTquCTION PERMIT Permission is hereby granted to; Construct()( Repair( ) U grade( ) Abandon( ) an individual sewage disposal system at L 0 / (O C / as described in the application for Disposal System Construction Permit No. 0a'03 , dated - Provided: Construction shall be completed within three years of the date of thi A ;erij t. 11 c cal co • • i ' ens must be met. Form 1255 Rev. 5/96 A.M. Sulkin Co. Boston, MA Date OA .0 5 Board of Health . Mmig� tr • Sample # 10388 HOWARD LAB RATORIES OF NEW ENGLAND -INC - . 750 North Pleasant Street 0; otr Amherst, MA 01002 Phone: 413 549 -8260 Fax: 413 5491850 1 "'r,'3 MA MA Lab License: M -00851 WATE ANALYSIS REPORT 1 Analyzed For: Bercume Builders Sample Location: Lot # 6, Coles Meadow Ron._ 1� Address: 25 Sylvia Heights Northampton Hadley, MA 01035 (\ '1 ,-1 Sampled By: HWD 1J" % l Telephone: Date Sampled: 2 /6/03 Date Received: 2/6/03 PARAMETER RE', ULTS LIMITS COMMENTS 0 T Total Coliform OK Bacteria 0 Co onies/ 100m1 0 Colonies/ 100m1 r OK I pH 8.05 pH Units 6.5 - 8.5 pH Units i * Man•anese 0.117 mg/1 0.05 mg/I Hardness 140 mg/I No Standard <50 SOFT, >100 HARD i Conductivity 0.51 mS /cm No Standard No Standard * \ * Chloride 400 + mg/1 > 250 mg /1 Iron 0.30 mg/1 0.3 mg OK ■ Sodium 2 mg/1 28 mg/1 1— OK ------- - - - - -- - - -- Nitrate 8.0 me__.-- to mWi RE- SAMPLE I OK Nitrite 0.115 mg/1 1 mg/1 * Color 7 143 P Color Units 15 PtCo Color Units * * Turbidity 28.6 NT 5 NTU - Recommendations: See losed -M • I EP Interpretations sheet for parameters marked with an asterisk. This sample meets acceptable standard: of potability for the parameters tested, except for those parameters marked with an asterisk (*). Analyst: AK t Date: 2/10/03 Checked By: Jonathan Bey Laboratory Sups isor G . Massachusetts Department of Environmental Management 118346 Office of Water Resources TYPE f • .PRINT ONLY e11 Completion Report -g.- Address at Well Location • • • - . • . : • Property Owner:. RArr».t:P _Fly i 1 riprc Subdivision Name: Mailing Address: c •• • • t City/Town _ City/Town: tifikcar % 1 (111 1 C/o Assessors Map __. Assessors Lot #: NOTE: Assessors Map and Lot # mandatory if no street addfess available Board of Health permit obtained: Yes a Not Required 0 Permit Number Pale Issued W :�«rr # ` r:s ct ; r 1 1". s -A :' ,e . 'J; i€e , la New Well D Abandon f • • estic ❑ Irrigation 0 Cable , NI Auger ❑ Deepen ❑ Recondition [j onitoring ❑ Municipal Air Hammer la Direct Push 0 Re•lace ❑ Other ❑ 1 dustrial ❑ Other DI Mud ;,,^ a t: Other *' r . [[ Uncon olidated Consolidated t; .rr i `. , ,. a . :.. . ' '.. , . , I- Perneabiiity Y m Q - `` � 5-99 From (ft) To (ft) 5. High Low ( g Other Rock Type � - . ENE ■ ■1Ii ?' 57/ M INIIIIIIIIIIIIrillal 40 E 1111111111111111111111MMEHI . - 1, • III. IIIIIIMIIIIIIIMIIIEIIWRPMII '' 1111111111111 Mill \ft LII MI - MEM 1111111111111 , , s s , ' 8 tve . ; , -, r , ;, , {r 1 fr, {ei ",aik<4' a ''.." Total Depth Drilled From (ft) o (ft) Casing Type and Material Size O.D. (in) Well Seal Type Date Grilling - Complete 111.111111= t. - - - _ . ' /Of/OP- 11111111 14' v1dt�u f&fyr 11;1,1' ' .'fi r v Zc r From (ft) To (ft) Slot Size Screen Type and Material Screen Diameter ' M • j •. - >a .�.,. a.....nat�.•a'e a.r4� i <_- � a ! � 1.d�> %�' Mr,t•r s,„ :, '. . wt"i . n . +•, * s »� From (ft) To (ft) Material De ription Purpose Developed? ❑Yes ❑ No Fracture Enhancement? ❑ Yes (22 No ___ Method __ __ Disinfected? 21C Yes ❑ No Yield Time Flum , ed Drawdown to Time Recovery to Depth Below Date Methodd (GPM) (hrs & mi ) (Ft. BGS) (hrs & min) (Ft. BGS) Date Measured Ground Surface (FT) 0 A it 16 MillragnIll .- • - • . l 0 R . G 47— C __ .sr , 'F',14' ,. 1:7, ' :T .1...� <1 .! aj i•- re y:. » mo w s :' xa » w . a ,,. � a ..., .. _a t '�``.0 f . s. n..mr 'r 7 - ,7,:r. I�k,.. �.:: :+if ',:iii Pump Description _ _ _ Horsepower ja w. .� Pump Intake Depth _ (ft) No nal Pump Capacity (gpm) z ` l i T is well was drilled and/or abandoned under my supervision, according to applicable rules a • regulations, and this report i - mplete and corr to the best of my knowledge. Driller: Aatn e ' Setiblzaw Supe sing Driller Signature: - .•16. Registration #:L1 1 9 I6 1 J Firm:._... . - - - - — Date: ./0 4'6./0.2- Rig Permit #: 1 1 1 0 1 I NOTE; Nfell Completion Reports m st be fried by the registered well driller within 30 days of well completion. BOARD OF HEALTH COPY Doc: 992233113 OR /6855/0332 10/29/200214:41 EXHIBIT `B" STORMWATER MANAGEMENT MAINTENANCE PLAN RESPONSIBILITY OF THE HOMEOWNERS' ASSOCIATION Catch Basins Annually — in Spring -Clean accumulated sediment from Catch Basins. & Drywells Retention Basins Once per year during - Ensure basin is operating as intended. with infiltration wet weather or after -Check for prolonged ponding above outlet major storms and clear any blockage. After major rainfall - Observe to verify that ponding subsides in reasonable period (3 day s + / -). If surface is clogged, tilling may break up clogged area. Re- vegetate tilled area immediately. Annually, or more -Mow embankment, basin bottom, emergency often if desired spillway, and area around outlet, not shorter than 4 ". Remove any trash and debris. Once after leaf -fall -Check outlet devices for clogging and clear Once during spring accumulated debris. Approximate 10 year - Remove accumulated sediment. Reseed and intervals, if needed mulch. -Avoid traffic on basin during wet conditions. Annually -Lime as needed to maintain vigorous vegetation. - Reseed and mulch eroded and bare areas. -If surface is clogged, tilling may break up clogged area. -Re- vegetate tilled area immediately. Stone Outlets & Ditches Annually and after -Check for scouring and repair as needed. Protection major rainfall ATTEST: HAMPSHIRE, LL ; BEAMAI' NE L. DONOIII E Doc: 992233113 OR /6855/0331 10/29/200214; 41 COMMONWEALTH OF MASSACHUSETTS t Hampshire, ss. /0/ i , 2002 Then personally appeared the above named RONALD BERCUME and acknowledged the execution of the foregoing instrument to be the free act, d d of B, Li before me, N Ni Pe r W. MacConnell ary public My Commission Expires: 12/19/08 e \\Server \C\My Documents\Real Estate \Residential Close\Bercume \Coles Meadow Rd\road main agree Nton.doc \Created 10/28 /02 \LastPrint 10/28/02 \u2 i Doc; 992233113 OR /6855/0330 10/29/2002 14:41 7. - Ronald Bercume is the administrator to be responsible for the administration of the terms of this Declaration until the last lot is sold at which time the lot owners shall elect a lot owner to be administrator. 8. The payment of the road maintenance costs in accordance with the terms hereof shall be made by each lot owner within fifteen (15) days of receiving written notice of the cost of same from the administrator. Any such bill or bills may be rendered to the owners of the lots as often as the administrator shall choose. 9. Notwithstanding anything in this Agreement to the contrary, each lot owner shall be liable (without contribution from the other lot owners as provided for in Paragraph 2 above) for any and all damages above and beyond normal wear and tear caused to the common driveway by the lot owner, his agents or guests. 10. The lot owners recognize that the common driveway and the adjacent area is not to be used at any time as a place to park or store any vehicle or belongings of lot owners. ' 11. Any controversy or claim arising out of or relating to this contract, or the breach thereof, shall be settled by arbitration in accordance with the Rules of the American Arbitration Association, and judgment upon the award rendered by the Arbitrators may be entered in any court having jurisdiction thereof. 12. Each lot owner, his heirs, executors, administrators, assigns and successors in interest, acknowledge by the acceptance of the deed to any of the lots that are the subject of this Restriction that he shall be bound by the terms thereof in order to ensure the continued proper maintenance of the common driveway and facilitate the easy passage of motor vehicles, including emergency type vehicles. 13. In the event the owners of Lots 2, 6, and 7 fail to be responsible for maintaining the retention basins, catch basins, drywalls and stone lined ditches, the City of Northampton shall have the right, but not the responsibility to enter the property and do such maintenance. In such instapce, the City shall charge the lot owners for the total sum of the direct and indirect expenses incurred by the City of Northampton for maintenance of the facilities as outline above. IN WITNESS WHEREOF, the said BERCUME BUILDERS, INC., has caused its corporate seal to be affixed hereto and these presents to be acknowledged and deliver d in its name by RONALD R. BERCUME, its President and Treasurer, this 21 r day offC tt' , 2002. B, LLC i () NIKKI LI I. li 4.41 B y: -' -_ �Y ____ �_ .. . fitness Ronald Bercume, Its Manager Doc; 992233113 OR /6855/0329 10/29/200214.41 DECLARATION OF RESTRICTIONS REGARDING ROAD MAINTENANCE Now comes RONALD BERCUME as Manager of NIKKI B, LLC of Hadley, Hampshire County, Massachusetts, and hereby makes the following Declaration imposing restrictions on each owner of Lots 2, 6 and 7 as shown on plan of land entitled, "Plan of Land in Northampton, Massachusetts Prepared for Bercume Builders, Inc. ", dated July 13, 2000 and revised November 29, 2000 by Harold L. Eaton and Associates, Inc., Registered Professional Land Surveyors, and recorded with the Hampshire County Registry of Deeds in Plan Book 188 , Page 7 These restrictions shall run with the land and subject each owner of Lots 2, 6 and 7 as shown on said plans, his heirs, executors, administrators, assigns and successors in interest to the requirements thereof: 1. Each owner of Lots 2, 6 and 7 shall be responsible for maintaining the common driveway as shown on the above referred plans, and more particularly described in Exhibit "A" attached hereto and made a part hereof, in a good and passable condition at all times, including without limitations, graveling, paving, snow removal, grading and drainage maintenance during his ownership of said lots. 2. Each owner of Lots 2, 6 and 7 shall be responsible for maintaining the Retention basins, Catch Basins, Drywells, Stone Lined Ditches, Stone Lined Pipe Outlets sown on Sheet 1, Proposed Common Driveway. The stormwater management system shall be in good working condition at all times, including, but not limited to, maintenance, cleaning and repair of Retention Basisns and drainage system servicing the common driveway in accordance with the Stormwater Management Maintenance Plan described as EXHIBIT `B" attached hereto and made a part hereof. 3 Each lot owner acknowledges and agrees by the acceptance of the deed to a lot covered by this Declaration of Restrictions Regarding Road Maintenance that it is imperative that the retention basins be maintained in a good and working condition at all times. 4. Each lot owner acknowledges and agrees by the acceptance of the deed to a lot covered by this Declaration of Restrictions Regarding Road Maintenance that it is imperative that the common driveway be maintained in a good and passable condition at all times including the removal of snow and ice to facilitate the easy access of emergency vehicles to each lot. 5. Each owner of Lots 2, 6 and 7 shall be responsible to contribute and pay one -third of the cost of said maintenance. 6. Each owner of Lots 2, 6 and 7 shall be responsible to file with the Planning Board a written inspection report once a year, reporting the condition of the driveway and related drainage system and any recommended maintenance required. The inspection and report shall be by a registered, professional civil engineer licensed in the Commonwealth of Massachusetts. 29 -OCT -2002 14:44:22 Hampshire County Registry of Deeds Order No: 175265 Marianne L. Donohue, Register of Deeds 33 King Street Northampton, MA 01060 -3298 -- Payment Type : CASH /CHECK Order Type : PICK Is fax in county (Y /N)? Y Fax to number . Requested By : RONALD BERCUME Charge Code : Send To : SAME , 00000 -0000 Telephone : Total Pages Copied: 0004 Total Amount: 3.00 Land Book Book Page# Insert Page Copy Certified Pages Amount Y/N Document# Type No. No. Code Count Size Description Y/N Status Copied Due N 000000000 OR 6855 0329 004 LET Y FILL 0004 3.00 Page 0001 i _12, 1 4/\ Y'--A A .5 a 111��� 113 ..aa a.+ i �l� 1 k4t s1ek is Y . 0 t i , S r T , : 1 L 9-OCT-2002 14;42:38 Hampshire County Registry of Deeds Receipt No' 181532 Marianne L. Donohue, Register of Deeds 33 King Street Northammtun, MA 01060-3298 Name: 8[KCUME BUILDERS Addr: 25 SYL lA HEIGHTS HADLEY MA 01035 RONALD Receipt Type: OR Payment Total Pages: 0004 Fees Taxes Fee: $ 10.00 Cash: $ '3.00 0.00 Tax: $ 0.00 Check: $ 33.00 0.00 Misc: $ 20.00 Charge: $ 0.00 Charge Code: Comment: DECLARATION OF RESTRICTIONS Reooiptod By: LINDA Status: PAID DOCUMENTS: 992233113 to 992233113 ype Page Doc Mref Consider$ Record Fee Excise Tax Stat Misc Fee Record Date 0000moot# Book/No/Page Status IS3 004 0001 0001 0.00 10.00 0.00 20.00 29-OCT-2002 14:41 992233113 OR /6855/0329 INIT Page 0001 of 0001 LEADER HOME CTR Ed Thom ifr i ft I.( 29 Jun 2000 1716 pm 1123 BERNARDSTON RD , GREENFIELD, MA. 01301- (413)774 -6311 FASTBeame En ineerin Analysis 3 1996 -2000 Georgia - Pacific Comcration Version: 3.1(95 /NT) roject : ntormaticn : Mark # : Beam • Roof Desc : Usage : Beam(Roof) Repetitive : No Spacir.g (in.) : 0.0 Max Defl : LL = 11240 TL =1/180 Composite Action : No Slope : 0/12 1 3.5 ", 565 psi LJ 6.0". 565 psi 3.5 ", 565 psi 11 Q' 11' 0' LOA DS `"` ct esrgn ioaas : Roes psi, Dead =15 gst: - Live *Dead Ld(T) Live Ld(L) LDF Location' it Sh Start (End (Start ( End Span: Starts Ends Additional Into 1 --- Span`tarr (psfi 5 4 115% 0 0' 0" 22' 0" 17' 0" s.c. • tlnIfcrm(plf) 13 0 0 0 22' (r Self Weight 'Cimensrons measured from left end when span* is 0, othernase. from left end of the specified $4.4m, LOAD PATTERN (= span loaded) 1 2 1 2 3 " STfPP'RTS(lbs) - _ 1 2 3 Max R'n 2237 6535 2237 Max 115% 1648 4627 1648 Min R'n 367 1909 367 Min 115% -222 2313 -222 • DL R'n 588 1909 588 Min Origin. 1.50 3.50 1.50 (Based on bearing stress below) Oro Sl� it 565 565 565 (�� Value Span X Group Allow LDF Ratio V(Ibs) 2558 2 1' 5" 31 10706 115% 0.24 M(ft - 1133) 6892 1 11' C" 31 30698 115% 0.22 L Ibs) 2237 0 0' 0" 32 6921 100% 0.32 See Note #5 RtRn Ibs) 2237 0 22' 0" 33 6921 100% 0.32 See Note *5 IntRn(Ibs) 6536 0 11' 0" 31 ' 11865 100% 0.55 See Note ?t5 LLDefi(in.) 0.06 1 5' 5" 32 0 .55 L/2138 TLDefl (in.) 3.08 1 5' 5" 32 0.73 '1709 LLDefl(in.) 0.06 2 5' 7" 33 0.55 '21.88 TLDeti (in.) 3.C8 2 5' i 33 0.73 01709 USE: GPLAM 2.0E 1.75x14.00" 2 Plies Grade, Depth, Pies selected by Laser G -P LAM tm Georgia - Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support 3t the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4 Design valid for dry use only. 5. This reac1fon is based on the Combination of toads d. duration factors that produces the highest stress ratio and may he less than maximum reaction. Therefore, when reaction values are required, us* Max R'n from 'Supports' section above. 5. Bearing length based on design material: support material capacity shall be verified (by others). 7. Roof Usage: install with minimum 1/4 :12 slope for adequate drainage. 8. When required by the building code, a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product his been sized for residential use. A concentrated load check', per the building code, must be performed for commercial uses. 10. Verify that load is applied at top or equally from both sides. 11. Nall plies together with 16d nails ® 12" oic along top and bottom edges and .Neu center. Nail from alternate faces, 2" from edges. 12. Maxillfin reactions are based on the applicable load combinations outlined in the notes. Summation ofmax/min reactions for various DOL may not match total Maxlmin reaction. 13. Company, product or brand names referenced are trademarks or registered trademarks of their respective ownors. 14. Load Combinations! 10 a D, 20 = 0 + 100%, 30 = 0 * 115 %. 40 a 0 + 125 %, 50 _ 0 + 13.3%, 60 = 0 + 100% + 115%, 70 = 0 + 100% + 125% , 80 e D + 100% + 133%, 90 = 0 + 100% + 115% + 133% % /Z , 100 • 0 e 100% + 115 %'M2 + /33%, 110 = 0 + Commercial Ld (100%) 15. Grou = Load Combination Number * Load Pattern number. (For simple span, Load Pattern = 1 for LL, 0 for DL). c'age1. 1 LEADER HOME CTR Ed Thorn # r J --t �‘3 229 Jun 2300 1.14 pm 1123 BERNARDSTON RD , GREENFiELD. MA. 01301- (413)774 -6311 L par - FASTBearn® Engineering Anallyysis S) 1996 -2000 Georgia- Pacrfc Corporation Version: 3.1(95/NT) Prolecl : SE RC FAD in ormaticn : Mark # : Beam - Roof Des,: : Usage : Seam(Roof) Repetitive : No Spacing (in.) • 0.0 Max Defl . LL = Li240 TL IT L/180 Composite Action : No Slope : 0/12 1 3.5 ", 565 psi U U 8.0 ", 565 psi 3.5 ", 565 psi 1 11' 0" k 1 1 , 0 „ S Project Design Loads : Roof. Live =40 psC Dead 5 psi; Live +Dead Ld(T) Live Ld(L) LDF Location' I Shape (cilStart CErd (Start itZErd Span# Stars Ends Additional Info 1 Span a (psi) 55 40 1157 6 0' 0" 22' 0" 17' 0" s.c. - Undcrrn(plf) 6 0 0 0 22' 0" Self Weight *Dimensions measured from left end when spare is C. cttreewise, from left end of the specified span. LOAD PATTERNS (* = span Toadred) - 1 2 1 2 * 3 " St7PPO07'S(lbs) 1 2 3 Max R'n 2210 6449 221) Max 115% 1648 4627 1648 Min R'n 340 1322 340 Min 115• -222 2313 -222 DL art 562 1822 562 • Min erg(in.)) 2.24 6.52 2.24 [Based on caring stress below] Brg Str(psi) 585 565 565 . DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2514 2 1' 6" 3 5353 115% 0.47 M(R -1b3) 6800 1 11' 0" 31 15349 115% 0.44 LtRn(Ibs) 2210 0 0' 0" 32 3461 100% 0.64 See No,e 15 RtRn(Ibs) 2210 0 22' 0" 33 3461 100% 0.64 See Note 45 In.Rn(Ibs) 6449 0 11' 0" 3" . 7910 100% 0.32 Set Note 15 LLDefl(in.) 0.12 1 5' 5" 32 0.55 '1095 TLDefl(in.) 0.15 1 5' 5" 32 0.73 '864 LLDefl(in.' 0.12 2 5' 7" 33 0.55 U1094 TLDefi(In.) 0.15 2 5' 7" 33 0. L'864 USE: GPLAM 2.0E 1.75x14.00" 1 PIv Grade. Depth, Piles selected by User G -P LAM tm Georgia - Pacific Corp. NOTES 1. Da_.signed In accordance with National Design Speciffcarions for Wood Construction and applicable Approvals cr Research Reports. 2. Provide lateral support at the bearing locatron nearest each end of the member. Con'1nuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia- Ascitic Engineered Lumber Technical Services. - 4, Design wind for dry use only. 5. This reacton Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values an required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity snail be verih'ed (by others). 7. Roof Usage: install with minimum 1/4 :12 slope for adequate drainage. ' 3. When required by the building code, a registered design professional or building official should verify the input loads and product application. 4. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 10. MaxiMin reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total maximin reaction. 11. Company. product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations' 10- 0, 20_D+ 100 %,30 =0+ 115 %,40 =0 %,50 + 133 %, 50a0 +100% + 115 %, 70 =D +1 + 125 % , 80 = D + 100% • 133 %, 90 at D • 100%* 115% • 133%/2 , 100 = 0 + 100% • 115 %1? + 133 %, 110 = D + Commercial Ld (100 %) 13. Group a Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for CL). Page 1 :1 . :r?:,+ cad'3 nel?<� -_ : -9 LEADER HOME CTR Ed Thorn 10 Jul 2000 1 1 am 1123 BERNARDSTON RD , GREENFIELD. MA. 01301- (413)774 -6311 FASTBean1© Engineering Analysis 4 1996 -2000 Georgia- Pacific Corporation Version: 3.1(95,'NT) Project : BERCUME.FBD Information : Mark # : Beam - Floor Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Deft : LL = L /360 TL = L1240 Composite Action : No —I 3.5 ", 565 psi 3.5 ", 565 psi LOADS ! ro Trbesrgn Loads : f Coo= :Live =4) Dead=10 psff - Live +Dead Ld(T) Live Ld(L) LOF Location' * Shape @Start dEnd (a)Star• Eno Span# Starts Ends Additional Into 1 Span Carned(psf) 50 40 100% 0 0' 0" 12' 0" 20'0" c. - L!nifor n(plf) 9 0 0 0 12' 0" Self We cilt 'Dimensions measured from !eft era" when .span# is 0, otherwise, from !eft end or the specified span. SUPPORTS(1bs) 1 2 Max R'n 3052 3052 . Max 100% 2400 2400 Min R'n .652 632 Min 100% 2400 2400 DL R'n 652 652 Min Brg(in.) 1.54 1.54 [Based on bearing stress below] Brq Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio Vtibs) 2575 1 11' 1" 21 6318 1CC% 0.41 M(ft-lbs) 9156 1 6' 0" 21 1 28.32 10C% 0.71 • L n(Ibs) 3052 0 0' 0" 21 6921 10C °4 0 44 See Note 45 RIRn(Ibs) 3032 0 12' 0" 21 6921 1CC% 0.44 See 'tote :5 LLDefI ,n.) 0.39 1 • 6 0" 21 0.40 L/373 TLDefl(in.) 0,49 1 6' 0" 21 0.50 L/293 USE: GPLAM 2.0E 1.75x 9.50" 2 Plies Grade selected by user G -P LAM tm Georgia - Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. . 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. a This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, .must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. ., 10. Nail plies together with 16d nails a 12" ole along top and bottom edges. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 =D, 20 ra D + 100%, 30 = D «115'/, +125%., 50 =D +133 %, 60 =0 +100% +115°4, 70= +10056+ , 80 e 0 + 100% + 133%, 90 = 0 + 100% +115% + 133°//2 , 100 = 0 +100% +115 + 133 %, 110 = D + Commercial Ld (100%) 13. Group e Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL. 0 for DL). _ - P2gA 1 t 1 7 • v.0d� 1.1\77,t' • 1 L O1 C —'Z1 L LEADER HOME CTR Ed Thorn 10 Jul 2000 11.18 art 1123 BERNARDSTON RD , GREENFIELD, MA. 01301- (413)774 -6311 FASTBeam€ EngineerirtgAnalysis © 1996 -2000 Georgia- Pacifc Corporation version: 3.1(95/NT) Project : B ERCU ME:FSD information : - Mare # : Beam - Floor Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L /360 TL = L1240 Composite Action . No .-"-- ", 565 psi L-, 3.5 ", 565 psi I- 6 , 3 ,. LOADS Project Design Loads : Floor: L7ve=4. p. , ea =1 ps ; Live +Dead Ld(T) Live Ld(L) IDE Location` # Shape Star. Cc�Start�r End San# Starts Erds Additional info 1 Span Carned(psi 56 100% 0 0' 0' 6' 0" 16'3' s.c. - Untform(plf) 4 0 0 0 6' 0" Self Weight 'Dimensions measured from left end when span* is 0, otherwise, from :eft end of the specified span. SUPPORTSTIbsj - 1 2 - Max R'n 1213 1213 Max 100 %, 960 960 Min R'n 253 253 Min 100% 960 960 01 R'n 253 253 Min Brg(in.) 1.50 1.50 [,Based on hearng strass belCwJ Brg Str(psi) 565 535 DESIGN Value Span X Group Allow LDF Ratio ' V(Ibs) 834 1 0'11" 21 3159 100% 0.26 M(R -ibs) 1819 1 3' 0" 21 6416 100% 0.28 LtRn(lbs) 1213 3 0' 0" 21 3461 100% 0.35 See 'dote #5 RtRn(ibs) 1213 0 5' 0" 21 3461 100% 0.35 See Note #5 LLDefl(In.) 0.05 1 3' 0' 21 0.20 L/1568 TLDefl(in.) 0.06 1 3' 0" 21 0.30 L/1241 USE: GPLAM 2.0E 1.75x 9.50" 1 Ply Grade selected by User G -P LAM tm Georgia - Pacific Corp. NOTES : 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. S. This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verily the input loads and product application. 8. This engineered lumber product has been sized for residenda! use. A concentrated load check, per the bui ?ding code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10 =D 20 =0+ 100%,30 =D +115 %,40 =0 +125%,50 =0 + 133 %, 60 e D +100% +115%,70 =D +100% +125.% , 80 = 0 + 100%. + 133%, 90 = D + 100% + 115% + 133%12 ,100 = D +100% + /15'4/2 + 133 %, 110 = D + Commercial Ld (100%) 11. Group = Load Combination Number + Load Pattern number. (For simple sear _ Load pattern = 1 for LC 0 f DL1_ r Page :t 1 AC r1 L-ib L 1^ L L 0001 . — L LEADER HOME CTR Ed Thom 10 Jul 2000 11 :17 am 1123 BERNARDSTON RD , GREENFIELD, MA. 01301- (413)774 -6311 FASTBeame Engineering Analysis © 1996 -2000 Georgia- Pacific Corporation Version: 3.1(95iNT) Project : BERCZJME.FBD Information : Mark # : Beam - Floor Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Deft : LL = L /360 TL = L1240 Composite Action : No L i 3.5", 565 psi LI 3.5 ", 565 psi Q' 0" • ADS Project Loads : Froor. Live =40 ps7. Dead =1C psi; Live •Dead Ld(T) Live Ld(L) LDF Location' # Shape (gZStart %!End (dStart 4:End Span# Starts Ends Additional Info 1 Span Carned(psf 50 40 100% 0 0' 0" . zS - 0 - " - 16' 0" s.c. - . Unirorm(pif) 9 0 0 0 9' 0" Self Wight 'Dimensions measured from kR end when span# is 0. otherwise, from. left erd of the specified soar. SUPPOR Tbs) 1 2 Max R'n 1839 1839 Max 100% 1440 1440 Min R'n 399 399 Min 100% 1440 1440 DL R'n 399 399 Min Brgpn.) 1.50 1.50 [Based on bearing stress beicw] Brg Str(pst) 565 565 DI =SIGH Value Span X Group Allow LDF Ratio V(Ibs) 14.56 1 0' 11" 21 8313 100% C.23 M(ft -lbs) 4138 1 4' 6" 21 12832 100% 0.32 LtRn(tbs) 1339 0 0' 0" 21 6521 100% 0.27 See Note #5 RtRn(Ibs) 1839 0 • 9' 0" 21 6921 100 °% 0.27 See Note #5 LLDeti(in.) 0.10 1 4' 6" 21 0.30 U1053 TLDefl(1n.) 0.13 1 4' 6" 21 0.45 U324 USE: GPLAM 2.0E 1.75x 9.50" 2 Plies Grade, Cepth. Plies selected by User G -P LAM tm Georgia - Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction Is based on the combination of loads & duration factors hat produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the %nput loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that toad is applied at top or equally from both sides. 10. Nail plies together with 16d nails (81 12" o/c along top and bottom edges. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 D, 20.0+ 100%,30 =0+ 115 %,40 = 0 4 125%. 50e0 + 133 %, 60a0 +100% 4115 %, +100% +125% , 80 = D + 100% +123%, 90 = 0 + 100% + 115% + 133%'2 , 100 - 0 + 100% + 115 % /2 +113%, 110 = 0 • Commerelar Ld (100 %) 1.3. Group = Load Combination Number + Load Pattern number. (For simple span. Loadpattem el for LL_0 for DL). Page 1of] .rd i.'d0 :d VP/P.1 I i. 017.10C-72. =. l -! LEADER HOME CTR Ed Thorn 10 Jul 2000 1114 am 1123 BERNARDSTON RD , GREENFiELD, MA. 01301- (413)774 -6311 FASTSeame Engineering Analysis © 1996 -2000 Georgia- Pacific Corporation Version: 3.1(95iNT) Project : BERCUME.FBO Information : Mark # : Beam - floor Desc : Usage : Bearn(Floor) Repetitive : No Spacing (in.) : 0.0 Max Dell : LL = Li360 TL = Li240 Composite Action : No — 3.5". 565 psi Li 3.5", 565 psi I 15 6 - role, •estgn va•s : toor we= a ps , •ea. =10 pa . — - Live +Dead Ld(f) Live Ld(L) LDF Location' # Shape @Start @End (r�Start (End Span# Starts Ends Additional Info . 1 ..- Sparearrecifiasb 30 20 100% 0 a rrtr i5' 6' 24' b' s.o. - tJniform(plf) 13 0 0 0 15' 6" Self We :ght 'Dimensions measured from ieft end when span# is 0. otherwise. from left end of the specified Span. SLiPPORTS(!bs) t. 1 2 Max R'n 2891 2891 Max 100'/. 1860 1860 Min R'n 103' 1031 Min 100% 1850 1860 DL R'n 1031 1031 Min Brg(n.) 1.50 1.50 (based en bearirg stress below) DE 8rg SI GN Str( 500 "5 565 Value Span X Group Allow LDF Ratio V(1bs) 2541 1 0' 11" 21 9477 100% 0.27 M(ft-lbs) 11201 1 T 9" 21 19248 100% 0.53 LtRn 2891 3 0' 0" 21 10382 100% 0.23 See Note ft5 RtRn 2391 0 15' 6" 2' 10382 100 C.23 See Note its LLD (In.) 0.42 1 7' 9" 21 0 52 U443 TLDefl(ln.l 0,65 1 7' 9" 2' 0.77 U285 USE GPLAM 2.0E 1.75x 9.50" 3 Plies Grade selected by User G -P LAM tm Georgia- Paclflc Corp. NOTES : 1. Designed In accordance with National 00Siign Specifications for Wood Construction and applicable Approvals or Research Reports. 2. provide lateral support at the bearing Location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads b duration factors that produces the highest stress ratio and may be fess than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; Support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. this engineered lumber product has been sized for residential use. A concentrated toad check, per the building code, must be performed for commercial uses. 9. Verify that lead is applied at top or equally from both sides. 10. Nall piles together with 16d nails ® 12" o/c along top and bottom edges. Nail from alternate faces, 2' from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 a D, 20 e 0 • 100 %, 30 = D • 115 %, 40 = 0 • 125 %, SO _ 0 + 133 %, 60 = D • 100% + 115%. 70.= + 100% + 125'/. , 80 = D + 100% '- 133 %. 90 = D + 100% + 115% + 133%'2 , 100 = D • 100% • 115%/2 + 133 %, 110 = 0 • Commercial Ld (100 %) 13. Group = Load Combination Number + Load Pattern number. (For simple spar, Load pattern = 1 for LL, 0 for DL). Page 1 of 1 20210 _ • 25PM FPO ' Gr �rrri -f P. 1 LEADER HOME CTR Ed Thorn 30 May 2000 3:09 pm 1123 BERNARDSTON RD , GREENFIELD, MA. 01301- (413)774 -6311 FASTBearn 5. Engineering Analysis t 199 -2000 Georgia-Pacific Corroralion Version: 3. 1(95/NT) Project : BERCUMEFBD Information : Mark # : Beam - Floor .___pest : •••_. • Usage : Beam(Floor) Repetitive : No - -- Spacing (in.) : 0.0 Max Defl : LL = = L , L1360 TL 1240 Composite Action : No 'I - n te R . 3.5". 565 psi L 3 5 ", 565 psi U 3.6 565 psi 3.5 ", 565 psi I 11' 0" 11' 6" } 11' 6" ' I COQ Project Uasrgn Load's : Floor Lrve =90 psi' Dead =30 psf,' -� Live +Dead Ld(T) Live Ld(L) LDF Location' it Shape OStart tijEnc (Start R1 End Spam Stars Ends Additional Info 1 Span Carr,gd(psf) 120 90 100% 4 0' 0" 70 " _ 15' 0" s.c. - Y .._..�.- Uniicmi(plf) 22 0 0 0 34' 0" Self Weight 'Dimensions measured from left end when span# is 0. otherwise, from left end of the specified spar.. LOAD PATTERNS (;' = span loaded) 1 2 3 1 2 • 3 " 4 5 STJPPOR 1 2 3 4 Max R'n 4742 12828 13181 4922 Max 100% • 3594 9615 9849 3719 Min R'n 712 3213 3332 798 Min 100°4 -436 3314 3854 -406 DL R'n 1143 3213 3332 1204 Min 8r9(in.) 1.50 3,50 3.50 1.50 j3ased on beaing stress below] ' Str(psi) 565 565 565 565 S N Value Span X Group Allow LOF Ratto V(lbs) 5763 3 1' 2" 25 15792 1C0°o 0.36 Milt -Ibs) 14187 2 11'6" 25 39120 100% 0.36 LtRn(tbs) 4742 0 0' 0" 22 13842 100% 0.34 See Nose #5 RtRn(111s) 4922 0 34' 0" 2 2 13842 100% 0.36 See Note #5 IntRn(1ba) 13181 0 22' 6" 25 13842 100% 0 95 See Note #5 LLDeflOn.) 0,11 1 5' 6" 22 0.37 U1241 TLDett((in.) 0.13 1 5' 6" 22 .0.55 0987 LLDefl (in.) 0,09 2 9" 23 0.38 L/1540 TLDe1I((in.) 0.10 2 5' 9" 23 0.57 L/1390 LLDefl(in.) 0.12 3 5' 9" 22 0.38 L/1127 TLDefl(itt.) 0.15 � _, _____ • 22 0.57 L/891 USE: GPLAM 2.0E 1.75x11.88" 4 Plies Grape, Depth, Plies selected by User G -P LAM tm Georgia - Pacific Corp. t i 'P l‘ /IN- NOTES: 1. Designed in ecco • : . , - i :sign Specifications for Wood Construction and a pplicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Service$. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 1. duration factors that produces the highest stress ratio and may be less than maximum reaction, Therefore, when reaction values are required, use Max R'n from 'Supports' section above, 6. Searing length based on design malarial; support material capacity shall be verified (by others). 7, When required by the building code, a registered design professional or building official should verify the Input loads'Znd product application. 8. this engineered lumber product has been sired for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Solt plies together wi 2 rows of 1/2' dia. bolts & washers 2" from edges (fIl 24" o/c staggered. 11. Campany, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinativns; =0,20 =D+ 100%,30 =D+ 115 %,40 125%, 50 =D+ 133%, 60 =0 +100% + 115 %, = + 1 00% + 1 25 % , 80 BID e 100% + 133%, 9 0 = d + 1 0 0 % + 1 / 5 % + 1 3 3 % / 2 , 100 = D + 100% + 115 % /Z + 133 %, 1', 0 = 0 + Commercial Ld (100 %) 11 Group = Load Combination Number + Load Pattern number. For simple span, Load pattern • 1 for LL. 0 for DL). Page 1 . i C V I ' ,t„.. s illi c--, 9, • . [Tx LO'rer" • i iri cljA0Q> ')› 0. 5- \s- \\\\ 3 z / \t- 9 • , oi • ic->"' c -- — 1* * 4 1 s -0 co cob „\.0 . • GG s 1; el , . I :I, 4s• . '` ''',,\ 1 '': : /> ''‘ (3 ,i- ,° ' ' • .-v u 0) • % 1 ' . a 0. 4 .6g . 'Z'C• s dor 3 „6g . - vrl ... * ... — ... .,-. ... ... -4 1'; *% -..c ..' -....... , • - -, • rVii - 6 N, -...• .oi` ‘../ -0 rt, , / 5 •20 't° . oS of/ .`10 i o\iii) \'.0.'■ : 0 9 ii '0 i :4111 A 0 / t) \CI II •O Q, .? Q• \/ %.1 'S' C.) cp• \l'e0 ``‘c' c 9* ‘ .N • \S-N A ‘c.1 :•' ..>) - c- '0 `2/ s'.'"■,,,,.,., c0 I 1 . ""--..„,,,... :•.) 1l.„ ...7 '. Sp ' 4'e b 69 > . *6) z 0 (S). . APPROVAL CONTROL UNDER AW NOT REQUIRED SUBDIVISION FOR REFERENCE p Ap e00v t JeO �v��T '87, PAGE 47 LOCUS SEE: p ,, PLANNING BOARD BOOK 5970, PAGE , 41 / n + P� ' AO NORTHAMPTON. MASSACHUSETTS PLAN BOOK '6J, �EpN "BOLK `1a ,. v ' - •� }; 11,, / NnR^' s'0 ` / nN ' •• T �11, +9,0 I N00% 'iaLO- ter -P : A\ \\6\� ®= mo�4 � + 1oe N y+ R x nT• , \ S \ \ \ \ . Ta �� g DgrE: :.;.4 :.;.4 ;.•••,-,- - 11111111\\i`\ A V \V +A A� /".-- 6 � V' / // LOCUS MAP - 1" =400' NO R \ � ,, 4 off+ EL0PO 1. IIII °Y �;'os'`1,. , \ SFFo 9.0,., \ 1, O\- .'4.,,,,, f OIF , _ , + . os P\ G . � Q a p y G , f 5 0 \S a1$ 6 / : $ r $ 8a p E � 10 - / p R P • >r . S // _ s. g s. 104,914 + /— SQ. FT. 0 2 _ C = e A ° \ 2.4085 + / —ACRES /' \ " • %l, °, \ ' % f r ' I ;a,- w � La , S es 5=12 E 252.51 _ E3.3" 31 l \5 68Yt OJ' f 4 �•FI 1p°P °+ E � Ew/ { 2 J' E S � 1 � � . : N � eY A e•,J • >, I r�'1 n -OB ]e °sr 2+1 a0 P } P ow e : 2 0 t. \ °0 1:';',,,,B.,.2.:' e 71994 ' / 7 •mo ��.f RR0: ` �' I P °..a J 281,034 + /— SQ. FT. \ \ \ p 6.4517 + /— ACRES 5 M l " 1 K� _ o a' >/ 5 E : 1 !:7-2,. D' ' 130,553+/—, SQ. FT, r � e + n`a.Pn� e• 2.9971+ ACRE �ti 1 x5 \___________________\ / a b +s j a I. LEGEND N 8952 J5 . N e.� o :e . �N a .ez • / °t aw,.. , -ll; ;� 33.58. . E -- NOM'S w - a -23 e ° TIP •8208 tz.. Tun IRON PIN $9 .t • IRON PIN TO BE SET i° ° g FOUND CONCRETE BOUND M t ' p° • .n, ane eweee ..n ,•m °�.. d°°R " FOUND • STONE BOUND • %1, ■ BARBED `IRE FENCE STONE WALL e UNMARKED POINT ° u + ° BRUCE OYER RON ANa JOYCE MORRISON - BOON 5121, PAGE ,9] PLAN OF LAND IN NORTHAMPTON, MASSACHUSETTS PREPARED FOR OWNER /APPLICANT BERCUME BUILDERS, INC. RON BERCUME t SCALE: 1'4 JULY 13, 2000 BERCUME BUILDERS, INC. y\ HAROLD L EATON AN0 ASSOCIATES INC. 25 SYLNA HEIGHTS 9 REGISTERED PROFESSINAL LAND 00 ORS REPORT MAT THIS PLAN HAS BEEN PREPARED 0 0087058110 HADLEY, MA 01035 235 RUSSELL Si REEi - HADLEY - MASSACHUS(1 D0 PAN THE 473 -585 -5 THE 1916 RULES AND REGULATIONS 413 - 56 S OF THE ftEC151ER5 emai - hlaalan0ad.c976 (fat) an Of DEEDS a THE coMMONWEALTn a MASSACHUSETTS, ZONING DISTRICT — RR /WSP i . z.0 5 1Lf\ °mac F. 0 RANOALL E. 12ER /35032 REVISED NOYFMBER 29, 2000 a n/ P , i 4,v 0-.8 51 P1 //1/044i • HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his /her construction supervisor. 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 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 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 Address of work ' location S —j / °> ,` .. ' Q .(-tin)•r 1 s 0_,.---it,„ Of 'tfIiaiii jftill (�_ � ' � ^� 6 }��xsaxchcicctle _ ' - t I)EP. i1; ri' OP L'UILDING INSPECr' ION S 4 ...V. cs7 212 Main Street • Municipal Building Northampton, Mass. 01060 A �r� WORKER'S COAITENSA'I`ION INSURANCE AFFIDAVIT 1 (1 c�P�clp <,,1nittc) with a principal place °I at (phone:') (Etrnc - Icity s-tatc rip) do hereby cCrtlty, under the n a d penalties of perjury, that ( ) 1 axia an employe: providing the ohowiis_ '..•orr :cr's compensation coves.; for :ny employees working on this job. - (In - mane Company) (Pc(:c Number) (t-zptr. =,[10',1 Dare) ) i aril a sole prourictof, general :oiaTactor UC hordeowaer (circle one) i?of f1av, .tired the contractors listed below wba have the foliovving workers compens,- tion po 'iic :ss: l/sIamc of Contractor) 1 .1nsu - arice Cotrir,aay/Polic::r Nusr2'a r) (EX: radon Date) (Name of Contractor) insurance Comna,1v/folic}' Number) (I 1., rat1O Date) (Name of Contractor) 'ins ( olio N tirl _ , oa t .. - . i (Name of Contractor) (Ins . C'onrxinyiPolicy Number) (I s . Date) (ot r uiaitimsl c!•,,-_t if: :c„,,,,: - . ,., i:,c:: < : : : :ari :l. :t,: r.I.:IniuIna:' all cc.<;' ? � , : :•) .. I Mil rt SOIL f)IOp[li rOi ct11.'.1 hav'. - no one '•' ;arkint; for :vie ( ) I aril a home ov /roc ccribri SIP.; "'li the \'!()... iiPiscll NOTE: plc. L_ acvuc that Va :aic L,«1 wITC, <:::',"0.0y ;,:. to :0 a ._<_ ancc, (00 r:( :i0a ■u ;a;:1:1 „ _.. _ c'!i: , not Qnccc than thzro uni +_l in uil ,_`• h. :::0 ); :r0 rr_: -.71 « oa t. gct :n.]s z, ibcdo r :r r :4 Ec-2.11y o_ + :c :o Fc CntplOya - 3 urx5er the. wcrl:a c u!ir i•.%~. (G1.152.7:31(5)). rrl L-; pion by n h aaoosyo s `el a lice :u <e lxr;t.0 r.-': e :i :.n_e t Icgat ciallaa of an oonployo ( unacr t::o `VCukct'L Cotu;x+z.ation Act, 1 undcstsnd that i aropy of this ct c:ay bo foe n cvctoJ to LI, tY9xirt_2cca■ of 11ustsarial Anil -rc= Oflioo of Lt✓o ,:n for tiro coverage vcri£calioo and that failure to Vtilirc covelagn ur.- r cc.icn 25A of DLOL 152 can lead to tho i.^.tposition of crini:_a pcnilt :cs co¢usting of a floc of up to $1,500.00 andlcc ic:p ri.oco�o -1 of up to or).; )-.a1 rind civil pcnaltia is the fo<in of 1 S ".c, Wock on :' a=.d a Imo oC S L OO.00 n day i gain_.t rr o • _ Frx ckpvtrirstal uio only Pc-unit I 5 Signature o iccnscclPcrmittcc t — t: SECTION'8 .,CONSTRUCTION .SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ /' Name of License Holder : ��lYr�� !? g a r, ?/ ���/ e �� y� 7.-/„..7 � ` " � >�' /�/ License Number G ) .5l j 7 / ! A. PV l.� r,� v Address / Expiration Date ?C!` .... . � /".._rte- ..—. -"'/ '"2- -,.,.,._ j` (/+'.` G gnaure Telephone C j r1 emen 'C' n 't : r 14° ' : " -at Not Applicable ❑ Company Name Registration Number Address Expiration Date • Telephone SECTION 10- ,WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) 1 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. i ( Signed Affidavit Attached Yes ❑ No..... ! i g t ® o m e v wne > Ex em pt o 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 ' DES RtPTION40F PROPOSED:WORK:(check all applicable) - New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding [ ] Other [ ] — Brief Description of Proposed Work: , - 7z.-%/ ._ "r✓i Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative ❑ Renovating unfinished basement Yes No Plans Attached Roll ❑ - Sheet ❑ hoas�amdtldidontoeXistinhousing; 3completetliefotl.owing: a. Use of building : One Family Two Family Other b. Number of rooms in each family unites� 7 Number of Bathrooms ,s c. Is there a garage attached? d Proposed Square footage of new construction. 3 ?-J Dimensions .><)/ e. Number of stories? f. Method of heating? i FireplaceS�'"or oodstoves Number of each g. Energy Conservation Compliance. 9",j _ Mascheck Energy Compliance form attached? 7-7'j h. Type of construction (,,.�..0, 1 / A '1 - 4, f- L. 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 7 k. Will building conform to the Building and Zoning regulations? _ 1- . Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a OWNERAUTHORIZATION - TO BE COMPLETED WHEN OWNERS.AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, i; i all matters relative to work authorized by this building permit application. Signature of Owner Date , 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 Signature of Owner /Agent Date Section 4. - ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size /t9Y� /!� "��_� /'r?1'�/� i 0 C?C.� Frontage �� S"Z: / 9 S Setbacks Front 7z2 —�� Side L:/ 3l) R: Re 2-© Rear TO • fry so Building Height 3� Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved � r-,, � parking) C D90 # of Parking Spaces r? Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DON'T KNOW YES `"/ IF YES, date issued: YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book /1/11/ Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW _ YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ?YES Nod -'`� IF °YES, describe size, type and location: ` w City of Northampton s' at o '"' Building Department C u o D ,"' '° 'a, N - � - 2;1 : 212 Main Street S er e® - _ Roo m 100 W e . z ¢b `�" y �4 Northampto MA 01060wSets ® r phone 413 587" Fax 413 587 1272 Pia ... " Other4Sp fy � aV� g ,� APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENO O R DEMOLISH A ONE OR TWO FAMILY DW ELLING SECTION 1 -SITE INFORMATION This section to be completed by " =. 1.1 Property Address: r Map Lot ..t ` r tln a / Zone Overlay, District .- Elm St. District CB District SECTI 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: " r --' ' ' ;yam <' ' 4 ' .37--5' - z%::1- r- /!._ ` '9 c}z t l r� -1 Navin ( inn r +1 i / A daress : > r:' - '! — �- -- - - - - - - -- )h m Signature — ^�� ��`� 2.2 Authorized Agent: Narne (Print) Current Mailing Address: --------------- - - - - -- Signature Telephone SECTION ,3 - ESTIMATED CONSTRUCTION COSTS Item Estim Co (Dollars) to be Official Use Only - completed by p ermit applic 1. Building (a) B ui l d i ng permit Fee 2. EIe irical (b) n l Cost of G';2 ---- - In struction sti ated Tota from 6 3. PI_ tubing Building Permit Fee 4. Mechanical (HVAC� ------ - - - - -- -- - - - - 5. Fire Protection j 6. Tofal=(1+ 3 + 4 +5) ^ - -- � • + �_ r . ) i k me r � j �' �� /_ � j This Section F o r Off Check Use Nu Only b Bu Permit Number:' " � ����, Date Issued:___ Signature: — Buliding Commissioner /Inspector o Buildings Date _ 1 -a- k 1,4 A) 1 51.1A14 p 43 4ve 0 s„ (i x f of >�z #l�au #urc P _ _ ** : � y _ (� . 1 41 assxchttsctts — "'_ `�" DEPARTMENT OF BUILDING INSPECTIONS _', _ INSPECTOR 212 Main Street • Municipal.Building ' Northampton, MA 01060 so ' CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at 591 Coles Meadow Road as shown on the Assessors Page# 03 , Lot# 028 , Zone RR in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5B USE GROUP CLASSIFICATION (780 CMR 3 - R4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF — 1st 30 PSF — 2nd LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF Under the following limitations, special stipulations, and /or conditions of the permits: Issued this 8th day of August , 20 03 Certificate of Occupancy and Use # BP- 2003 -0725 Authorized Des arts:. t Personnel J Electrical W t. _, * Elevator Fire `® Plumbing �/�:1•r Building 4 !' c , `- Gas y.i%2 Building Commissioner f 1� 12911116 mss This certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5 Posting Structures. t MAScheck COMPLIANCE REPORT �y - 3 ^f'n Massachusetts Energy Code Permit 4 MAScheck Software Version 2.C1 Release 3 9 Checked by /Date CITY: AAAhrliwpo ' ?,1 STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Fanily, Detached HEATING SYSTEM TYPE: Other (Pon- Electric Resistance) DATE: 6 -1 -2001 COMPLIANCE: Passes Maximum UA = 1099 Your Home = 824 Area or Cavity Cont. Glazing/Door Perimeter R -Value R -Value U -Value UA CEILINGS 1983 30.0 30.0 34 WALLS: Wood Frame, 16" O.C. 6570 19.0 19.0 223 BSMT: Conc. 8.0' ht /7.0' bg /0.0' insul 1408 0.0 0.0 306 -- GLAZING: Windows or Doors 623 0.330 206 DOORS 20 0.370 7 FLOORS: Over Unconditioned Space 1904 19.0 19.0 48 HVAC EQUIPMENT: Furnace, C.9 AFUE COMPLIANCE STATEMENT: The ;reposed building design described here is consistent with the buildinC plans, specifications, and other calculations . submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4 4. Builder /Designer ,-~ '- a -- Date 417,4e.,4T File # BP- 2003 -0725 APPLICANT /CONTACT PERSON BERCUME BUILDERS INC ADDRESS/PHONE 25 SYLVIA HEIGHTS (413) 549 -4270 PROPERTY LOCATION 591 COLES MEADOW RD MAP 03 PARCEL 028 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid ;SO 3 a f b O 1. (o O Tvpeof Construction: CONSTRUCT 2 STORY SFH W /GARAGE/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 00184 7�i��� . 3 sets of Platns /Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 El Street Commission 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. 59 COLES MEADOW RD , • BP- 2003 -0725 Gio #: COMMONWEALTH OF MASSACHUSETTS Map:Block :03 - 028 CITY OF NORTHAMPTON Lot: -001 Permit: Building Catee -orv: BUILDING PERMIT Perjiit # BP- 2003 -0725 Pr ect # JS-2003-1179 at. Cost: $173000.00 Fee: $1229.60 PERMISSION IS HEREBY GRANTED TO: Copt. Class: 5B Contractor: License: I.4e Group: R4 BERCUME BUILDERS INC 001848 Lot Size(sq. ft.): Owner: NIKKI B LL C Zoning: RR Applicant: BER BUILDERS INC AT: 591 COLES MEADOW RD Applicant Address: Phone: Insurance: 25 SYLVIA HEIGHTS (413) 549 -4270 HADLEYMA01035 ISSUED ON :3/12/030 :00 :00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH 1N /GARAGE /DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D., .W. BuildilIg Inspector Underground: Ser. Meter: o Footings: / Rough: V�? ', Rough:6 174 3 L House # Foundation: t G — L5 (l Driveway Final: ,rte Final: „, if.�+ 6 Final: 19 . v -40 � ! Rough Frame: KC— 3 0 3 - k ~ ' Gas: K76,3 (�}}il Fire Department Fireplace /Chimney: Rough: `— Oil: Insulation: (.2 A Q 3 Final: C %/ / > Smoke: ---- Final: O k f5 2_9. - 0-5 4%i gli763 R THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occuoan signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 3/12/03 0:00:00 5032 $1229.60 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo