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NOTE:ASSUMED SAFE k.14 EU.AI!;G 1'HE SSLNIE 2s(» v= 11 11-j �I� 1.11 0 14 - ifs j -------------- 1 21M91 or I r I I I)t 3�1 1 t lima I�� o!A 1 I , d lam I Ail 9 I N jig 44 g ri X -7 ......... 11-V .14 pr"m J;p �P 10'-4• ov rc ----------- IN O. .L c- ------------ 11p 1 -------------- 1 2.10 a 16-0 � XCABLE 4'KATM -------------- ------------------ ----------- ----------------------------------------------- ze CHMSTMN C. CA A RCH ITECT, c 'V-4. -- -------- --------------------- ----------------- - CL-1 -*No. Aw Vk q 4; PF Z, 5/25/04 C61 -Wkwm-IWAE CELLAR AW FfNQATlON PLAN W04 Lc 6MM&"Oe HoA it to 9 dT-.-Z *La k-1 rl YVA--A�. ,.,.,S75 C, 0 14 - ifs j -------------- 1 21M91 or I r I I I)t 3�1 1 t lima I�� o!A 1 I , d lam I Ail 9 I N jig 44 g ri X -7 ......... 11-V .14 pr"m J;p �P 10'-4• ov rc ----------- IN O. .L c- ------------ 11p 1 -------------- 1 2.10 a 16-0 � XCABLE 4'KATM -------------- ------------------ ----------- ----------------------------------------------- ze CHMSTMN C. CA A RCH ITECT, c 'V-4. -- -------- --------------------- ----------------- - CL-1 -*No. Aw Vk q 4; PF Z, 5/25/04 C61 -Wkwm-IWAE CELLAR AW FfNQATlON PLAN W04 Lc 6MM&"Oe HoA it to 9 dT-.-Z *La k-1 rl YVA--A�. ,.,.,S75 iI Nil 5�lS :I 1 r r v N `r1 s a . K ij l" RJ p KI 1 II 1 J —I II w— —— -— .i�T 1 /u%2Xf AQ Ik - - 0' -do �ror/ or- REVKIDUS �.V THIS DMWINGISANINSTRUMENTOFSEFW ICEAND MAY NOT SE ALTERED,REPRODUCED,COPIED OR USDFOR CONSTRUCTION WITHOUT THE VIRATEN PERMIESSION OF JAMES FAHY,P.E.,P.C. UNAUTHORIZED ALTERATIONS ORADOITIONS TO THIS ----"-- ^- DRAWING IS AVIOIATION OF TH9 NEWYORK STATE EOU. CATKIN LAW,ARTICLE 10.SECTION 7200. N� "THESE PLANS COMPLY WITH ALL THE CODES,PAP VISIONS AND INTENT OF THE NEW YORK STATE EN`R%Y CONSERVATION CONSTRUCTION CODE PERSUANT lb' ARTICLE ELEVEN DI THE ENERGY R JOISTS' NOTE;P.SI.MIN.NDH HEADER PS.L JO NO. METERS. UNLESS P.S.I.AND HEADERS 1150 PS.L FOR HO.Z HEM FIR UNLESS OTHERWISE HPEgF1Eq. ' NOTE:ASSUMED SAFE SOIL SEARING PRESSURE 25W i P`'/_`,�I,r-7 ' I �/~I•..�_. - - -- ru 1 `.MAY-io au�+w Ci111 wa.w rv. � P.S:F. ET-1 I None sommommommom M On �— n J ( _ n (il— I®I =���( = nn nl� _ ■■■ __— ■■■ __ = a 1'I,1' — -- _ �n �■� �, milli - _� -- ( I =�N. -_ '! - = -- -� -- - - _- 4 s' tln in■� -■■E — r nn: � �.� n nii .If,� ■■■_ ■n �L.l� l�1, L•�,_I®�ns,� E ,, I�■�, n. �, e R —•- i . cliff n■s■ n: n■—■■■ i ( ;s City of Northampton Mail-Re: 249 Sylvester RD https://mail.google.com/mail/u/0/?ui=2&ik=3921lafc3d&view=pt&q=... t City Of Nor ton Charles Miller<cmiller @northamptonma.gov> Re: 249 Sylvester RD 1 message Charles Miller <cmiller @northamptonma.gov> Wed, Sep 30, 2015 at 2:55 PM To: Scott Hathaway <scodylahat @comcast.net> Hi Scott, You'll need to modify the plan to reflect the structure you intend to build. Draw what you intend to build and build what you drew! walk out shown? block walls? bumped out master tub? deck details? breakfast area requires braced wall engineering garage face requires braced walls on both sides fireplaces require air tight doors and make up air the basement stair head room show 64" 6'8" is required attic access can not be in a closet bedrms. walk in attics and basements require emergency escapes The rear egress requires a landing truss drawing required smoke and co detectors throughout calc sheets on any LVLs need a letter or email from conservation to state you are outside of the wetlands buffer, Sarah LaValley in planning dept. -� !CDC r�tinn You can pick up your plan and correct it, but I'll need a revised electronic copy of the corrected plan, staples or others can scan them. Until there is clear and complete information I can not issue a permit Thanks, Chuck Miller 2015-09-30 6:12 GMT-04:00 Scott Hathaway <scodylahat @comcast.net>: Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg 1 of 1 10/19/2015 10:31 AM Home Energy Rating Certificate Property HERS Scott Hathaway Rating Type: Projected Rating Certified Energy Rater: Jamie Callan 249 Sylvester Rd Rating Date: 8/27/2015 Rating Number: P15461 Northampton,MA 01060 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 64 Heating 38.9 $2420 49% General information Cooling 8.4 $189 4% Conditioned Area 2507 sq.ft. House Type Single-family detached Hot Water 11.6 $717 15% Conditioned Volume 32482 cubic ft. Foundation Conditioned basement Lights/Appliances 25.0 $1614 33% Bedrooms 4 Photovoltaics -0.0 $.0 -0% Service Charges $0 0% Mechanical Systems Features Total 83.9 $4939 100% Heating: Fuet-fired air distribution,Propane,95.1 AFUE. Water Heating: Conventional,Propane,0.67 EF,50.0 Gal. Criteria Cooling: Air conditioner,Electric,14.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 125.00 CFM25. Ventilation System Exhaust Only:63 cfm, 15.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-44.4 Slab R-0.0 Edge,R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.280 Above Grade Watts R-21.0 Infiltration Rate Htg:3.00 Clg:3.00 ACH50 Foundation Walls R-10.0 Method Blower door test TITLE Company Lights and Appliance Features Address Percent Interior Lighting 90.00 Range/Oven Fuel Electric City,State,Zip Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Phone# Refrigerator(kWh/yr) 709 Clothes Dryer EF 3.01 Fax# Dishwasher Energy Factor 0.46 Ceiling Fan(cfm/Watt) 70.40 REMJRate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings.©1985-2015 Noresco,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Client 84 Lumber Shipping Northampton,MA F35tBE'am A& Project Name: Daviau-Hathaway Job#: Quantity 1 (3pcs.) Description: Main Girder GP Lam 2.0E LVL 1.760"X 11.876" 3-Ply -PASSE 11/4!2015 5:31 PM Page 2 of 2 Designer: 718" 1 SPF 2 Steel 3 Steel 4 Steel 5 SPF 11' 10 2" 192" 11' �'�5 114" 42'4" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.1280")at 12"o.c..Nail from both sides.Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 112" Min.End Distance 3" Notes Far wqW.d"W are kw dl.ean deled...e.GP'. Sherwood Lumber Rodot ww WA Won ouaa US SotAh Main Sbsdt,MA Loses Y*00 and by a hwe Men mDUt oY M u.r USA srW not variM1.O oY Georgia Peciao and hftW stlo�MY al coMroulan edges Panb 508.675.1400 "i.rie reeponMMtllY of the deeps pofewlentl to dstrnMe rie wkmbary of the intended eppuadon A pofsuionr enp'neet.sed on rik document only role" rile padcutr single memW RW000 eiw.�"rr.• . Powered by 0 iStructt"15.6.062 cXcUww Sn IUCTURED DOW client 84 Lumber Shipping Northampton,MA FastBeam.." Project Name: Daviau-Hathaway I Job#: Quarr* 1 (3pcs.) Description; Main Girder GP Lam 2.0E LVL 1.750"X 11.875" 3-Ply - PASSE 11/4/20155:31 PM Page 1 of 2 Designer: 41718" 1 SPF 2 Steel 3 Steel 4 Steel 5 SPF 11' 10 2" 10 2" 11' 5 1/4" 42'4" Type: Girder Application: Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC/IRC 2012 1 7067 2538 0 0 0 Deflection LL: 360 Load Sharing: Yes 2 17759 6659 0 0 0 Deflection TL: 240 Deck: Not Checked 3 16154 5207 0 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp—100°F 4 17759 6659 0 0 0 5 7067 2538 0 0 0 Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1-SPF 5.500" 4.500" 96% 2538/7067 9604 L_L_ D+L Nag Moment -24213 ft-lb 11' 31048 ft-lb 0.780(78%)D+L Li_L 2-Steel 6.000" 6.000" 92% 6659/17759 24419 LL_L D+L Moment pos 21052 ft-lb 4-107/8' 31048 ft-lb 0.678(68%)D+L L– 3-Steel 6.000" 6.000" 80% 5207/16154 21362 LL_ D+L Unbraced 21052 ft-lb 4'10 71B" 30607 ft-lb 0.688(69%)D+L L–L_ 4-Steel 6.000" 6.000" 92% 6659/17759 24419 L_LL D+L Shear 10822 lb 32'3 718" 11845 lb 0.914(91%)D+L L LL 5-SPF 5.500" 4.500" 96% 2538/7067 9604 –L–L D+L LL Dail inch 0.248(0520) 65" 0.358(1-560) 0.690(690A)L L L_ TL Dell inch 0.322(0400) 5-43/16- 0.536(0240) 0.600(60%)D+L L L_ Design OK. Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3')at 12"o.c.Nail from both sides. Maximum and distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified bads. 3 Girders are designed to be supported on the bottom edge only. 4 Tap loads must be supported equally by all plies. 5 Top unbraced. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 14-M Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1st floor 2 Uniform 14-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2nd Floor 3 Uniform 14-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Ceiling 4 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF brg walls Sell Weight 18 PLF Notes For corapMU design and neraeon d.tana,ese GP. Sherwood Lumber Produce and neysb,„Guide 280 South Main Street,MA Loads end applic on have been box by are user USA end rud Milled by Georgia Padik Dodges aeeornes IstarY*qt.^at"bearing Pont. 02721 ew to"SbOodityof all conwa edges 5OM75-1408 in s she rasporwLitlq or the design prdessional to debrmne ear wOAb q 0 ft anwded appicaeon A professional enginex's wal w fte document only rsiates to 1h4 pwbwdar*46--ter N�RW000 IMtANI.w�TeRae- Powered by(a iSt ud-15.6.062 CAI.CUTATED WM-TU M DESi5% client 84 Lumber Shipping Northampton,MA Aliek FastBeam, Project Name: Daviau-Hathaway Job#: Quantity 1 (2pcs,) Dewdptfon: 1st floor bumpout GP Lam 2.0E LVL 1.760"X 11.876" 2-Ply-PASSED 11/4/2015 6:31 PM Page 2 of 2 Designer. e- 1117/8" 1 SPF 2 SPF 12' H3 1/2" 12' Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 Ib. Yield Mode IV Edge Distance 1 10 Min.End Distance 3" Notes Fr complete dedpr alld MaalNbn detals,we GF's Sherwood Lumber Pmduot rW Imirytion Oudo 280 South Main Street MA Lows and oppkabon nsw bow Mput M In*user USA and notvrlFW by Garpa Pacillc M and I.WW fO*W y � eb aP° 5208$757408 It to the respr bWV of M deign prranknal Po detrnnno M rldaWdy offM Mrndw"01C M A professional enyrrr'e Beal on We doaxrwrd only releba to file particular eingie n*mWr NtOOp R wx�rrra- Powered by(a LgTU tTM 15.6.062 CXCJ A M STOUCrlRFD DEyt-;N5 client 84 Lumber Shipping Northampton,MA FastBeam Project Name: Daviau-Hathaway I Job#: Quantity 1 (2pCs.) Description: 1st floor bumpout GP Lam 2.0E LVL 1.750"X 11.875" 2-Ply-PASSED 11/4/20155:31 PM Page 1 of 2 Designer. �. 117/8" 1 SPF 2 SPF 12' H3 1/2" 12' Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wnd Const Moisture Condition:Dry Building Code: IBC/IRC 2012 1 3360 1387 0 0 0 Deflection LL: 360 Load Sharing: No 2 3360 1367 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal vibration: Not Checked Temperature: Temp<-100°F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1-SPF 5.500" 3.250" 98% 1387/3360 4747 L D+L Moment 12760 ft-lb 6' 19902 ft-lb 0.641(64%)D+L L 2-SPF 5.500" 3.250" 98% 1387/3360 4747 L D+L Unbraced 12760 ft-lb 6' 18670 ft-lb 0.683(68%)D+L L Shear 3712 ib 1(78 1/4" 7897 lb 0.470(47%)D+L L LL Defl inch 0.239(0569) 6' 0.378(L/360) 0.630(63%)L L TL Dell inch 0.338(0403) 8' 0.568(LJ240) 0.600(60%)D+L L Design OK. Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3')at 12"o.c.Maximum and distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top unbraoed. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 14-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor 2 uniform Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF wall Self Weight 12 PLF Notes Fa cweift doaipr and insb"im doar9s,neo OP's Sherrood Lumber Protlad end od IsfiM GWs 280 South Main Street,MA Loads sod applica oa`o*Mon uqM W the,r.r OWtM aarumw Isrrai wPpon k ew MaNnd Pane USA aad na rariesd by goapa PocMc ad lowal wbilWy of-p oanpnoaion." 50&875.1408 a s dw ropo'""ty of do dsaidn p.M.Wond r 60r s auleLey aeu inlentlod al w A prOtool nY onpnor's toa on A.da—M riy reset.1.Me prowler woo~6. �` IrypR fKi Powered try 0 iStruct'"15.6.062 I:rA OA A M STMK UR6b DES1W Client 84 Lumber Shipping Northampton,MA Fas tBec-m Project Name: Daviau-Hathaway Job#: Quantity 1 (2p Description: 1st floor ceiling GP Lam 2.0E LVL 1.750"X 11.875" 2-Ply-PASSED 11/4/2015 5:31 PM Page 2 of 2 Designer: 111 718" 1 SPF 2 SPF 12' H3 1/2" 12' Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 185.4 PLF field Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 112" in.End Distance T. Notes Far�wp"aa d."r and b amuftn d.mb.,a.GP'. 280 South Lumber Prao,n ane batrhpon cats US South Msin Street MA LOOM.m.pOOOM Imn b..n VVLA by t a­u 0.6g.—. WwW wPwt a ba b—inp nano 02721 and not v.de.d by GOMO.Palk .4 WK.1 wb".of-1 c PMOon ellp.s 508.875.1408 R a Va r"mslbft of e+.061p1 Ord..dond to dafa da K*"ty of m.WMd.d WADAI n A profe.tlond.npin..r's..d w bfk do-4 orgy r.l.aa a dd.pnbww*44 .rw.wnefa- powered by®iStrucM 15.6.062 C, O I,ATIO STRUCTURED DrSO'IS Client 84 Lumber Shipping Northampton,MA FastBeam A, Project Name:Daviau-Hathaway I.lob*: Quantity 1 (2p� Description: 1st floor ceiling GP Lam 2.0E LVL 1.750"X 11.875" 2-Ply 11/4/2015 5:31 PM Page 1 of 2 Designer. ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ?.,r 1t 7/8., 1 SPF 2 SPF 17 H3 1/2" 12' Type: Girder Appikostion: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: ISCARC 2012 1 1680 2228 3360 0 0 Deflection LL: 360 load Sharing: No 2 1680 2228 3360 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Vibration: Not Checked Temperature: Temp<-100 1F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1-SPF 5.500" 4.250" 95% 2228/3780 6008 L D+0.75(L+S) Moment 16382 ft-lb 6' 22888 ft-lb 0.716(72%)D+0.75(L+S) L 2-SPF 5.500" 4.250" 95% 2228/3780 6008 L 0+0.75(L+S) Unbraced 16382 VIA 6' 20992 ft-lb 0.780(78%)D+0.75(L+S) L Shear 47381b 111/4" 9081 Ib 0.522(52%)D+0.75(L+S) L LL Del inch 0.277(U496) 6' 0.381(U360) 0.730(73%)0.75(L+S) L TL Defl inch 0.440(U312) 6' 0.572(U240) 0.770(77%)D+0.75(L+S) L Design OK. Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3)at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top unbraced. ID Load Type Location Tdb Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Unform 14-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Ceiling 2 Uniform 14-0-0 Top 10 PSF 0 PSF 40 PSF 0 PSF 0 PSF roof 3 Uniform Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF wall Sell Weight 12 PLF Notes For oonplete door and inW4lbn dobft no Owe Sherwood Lumber prey ow lneteyuan dune 280 South Main Street,MA USA Lostls ntl sppN y G. hwe been vput M me user sesames Mrsl wippori r the beomg pohte 02721 rW rwt vsrwad by Georys PsdBc endd Woralstsbety of M CWpreesimsdpn 509$75-1408 R n the reeponelbitly,of the design proleselensl to determine cite aigbiiy of tM rdsnded eppNesbon A profewonet enginoer's reel m this 6—wni qtly Metes to Ihis particular slno mrtl»r ZI�RWdOD .aa�arra, Powered by C:7 iStruct"15.6.062 CALaKATED S14UCT M DES1G 4 Client 84 Lumber Shipping Northampton,MA RgstBeam Project Nine: Daviau-Hathaway Job#: Quantity 1 (3pcs.) Description: Garage Door Header GP Lam 2.0E LVL 1.750"X 16.000" 3-Ply-PASSED 111W2015 5:31 PM Page 2 of 2 Designer. . . . . . . . . . . . . . N 1 SPF 2 SPF 3 SPF 12' 12' 5 1!4" 24' Muki-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c..Nail from both sides.Maximum end distance not to exceed 6" Capacity U% Load 0.0 PLF Yield Limit per Foot 278.2 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1112" Min.End Distance 3" Notes For compleb dsaign snd N sWation detaib,see GP's Sherwood Lumber Pr„W-it e,Yegetiee Guide 290 South Main Street,MA Loads and application have been Input by the—1 suurnea bMY support at the bearing b USA snd not verified by G—ge.Podfk and bbral alabely or as cdrrwawon edges 50&975-1408 It is the respmdtdny of the design prolesslonat to det—ro the w bbaty of the intended appkosm A prdsviimal engineer's..I m Nis d—t oNy relates to this poinimier single member Siti�'t�00p tilil�R eetuea"ea• Powered by @ i5tructri 15.6.062 CALOAA M STRUCTURED DESIGNS client 84 Lumber Shipping Northampton,MA FastBeam.- Project Name: Daviau-Hathaway Jobik. Quantity 1 (3pcs.) Description: Garage Door Header GP Lam 2.0E LVL 1.750"X 16.000" 3-Ply-PASSED 111412015 5:31 PM Page 1 of 2 Designer: Oil 14 1 SPF 2 SPF 3 SPF 12' 1 12' H5 1/4" 24' Type: Girder Application: Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: ISCARC 2012 1 519 564 992 0 0 Deflection LL: 360 Load Sharing: Yes 2 974 1265 1947 0 0 Deflection TL: 240 Deck: Not Checked 3 519 564 992 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp—100"F Bearings Bearing Input In Cap. React D/L Ib Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1_SPF 26.000" 1.500" 51% 56411133 1697 L_ D+0.75(L+S) Neg Moment -3197 tt-Ib 17 82707 ft-tb 0.051(5%) D+0.75(L+S) LL 2_SPF 18.000" 18.000" 8% 1265/2191 3456 LL D+0,75(L+S) Moment pos 2329 fl-Ib 1T10 1/8" 62707 fl-lb 0.037(4%) D+0.75(L+S) L Unbraced 2329 fl-lb 17'1D 1/8" 61347 fl-Ib 0.038(4%) D+0.75(L+S) L 3-SPF 26.000" 1.500" 51% 56411133 1697 L D+0.75(L+S) Shear 1349 lb 13'4" 18354 lb 0.074(7%) D+0.75(L+S) LL LL Defl inch 0.010 8'9 3/8" 0.330(L/360) 0.030(3%) 0.75(L+S) L_ (IJ11986) TL Defl inch 0.015(L/8187) 689116- 0.495(L/240) 0.030(3%) D+0.75(L+S) L_ Design OK. Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.1284')at 12"o.c,Nall from both sides. Maximum and distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified bads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top unbraced. User Notes: 1 Assumed to be the jack side of the truss hip set with 8'setback 2 no girder bads applied ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Ceiling 2 Uniform 4-0-0 Top 10 PSF D PSF 40 PSF 0 PSF 0 PSF roof Self Weight 24 PLF Notes Far opnpl.t.dWpn and inaWWm Mob....GP's Shen.00d Lumber Product r1d hnawgon Ovid* 280 South Main Street,MA Lows.w Ipphaaeon hero— WA by Ina usr USA end rat V.A d by 0"10 Padec DavTS rwumn 4rrr rOPOr1 r da WrMo poknu 02721 ndW-W stsbaty of-e carps"sdpn 50&8751408 d s ea roprmbWly of the MNpn pwket v, ro A prolen.IIa aentinery's* int twe d ppaatlon r profasYOnsl rkWar's aW on Member Oo4ument Dray rrws b 1114 prbwir sinpl6 rtafrbsr rn.wwr.- Powered by 0 i5truct"'15.6.062 CAlC AVED STRUCTURED DESIGNS a To be completed when approved permit is picked up. By signing below,the applicant acknowledges and agrees to all the conditions of approval stated below and validates this permit. Zf App cant ate For Citv Use--Do not write in this section Department Approvals/Comment Other Referenced Permits Water QV I - c� _ Sewer Streets Condition of road: Road last paved: aet Conditions of Approval F] Control Density Fill Required Refer to Engineering for plans Must install clean-out(See Attached) Subject to 5-yr.pavement moratorium F] Other requirements(See Attached) Water/Sewer/Drain Entry Permit Fee F] $250 Permit Application Fee received(Check payable to the City of Northampton) F] Fee Waived. Reason: Permit Approval _44;��_( 3 / Director of Public Works Date Pg.4/4 w By signing this form,the applicant,owner and excavator all acknowledge and certify that they are familiar with,or,before commencement of the work,will become familiar with,all laws and regulations applicable to work proposed,including OSHA regulations,M.G.L.c. 82a,520 CMR 14.00 et seq.,and any applicable municipal ordinances,by-laws and regulations,and they covenant and agree that all work done under the permit issued for such work will comply therewith in all respects and with the conditions set forth below. The undersigned owner authorizes the applicant to apply for the permit and authorizes persons duly appointed by the municipality to enter upon the property to monitor and inspect the work for conformity with the conditions attached hereto and the laws and regulations governing such work for the duration of the construction_ The undersigned applicant,owner and excavator agree jointly and severally to reimburse the municipality for any costs and expenses incurred by the municipality in connection with this permit and the work conducted thereunder,including but not limited to enforcing the requirements of state law and conditions of this permit,inspections made to assure compliance-therewith,and measures taken by the municipality to protect the public where the applicant, owner or excavator has failed to comply therewith,including police details and other remedial measures deemed necessary by the municipality. The undersigned applicant,owner and excavator agree jointly and severally to defend, indemnify, and hold harmless the municipality and all-of its agents,and employees from any and all liability,causes or action, costs and expenses resulting from or arising out of any injury.,death, loss or damage to any person or property during the work conducted under --- _this_p'ermit. ----- By signing this form,the applicant,owner and excavator atcknowledge that they have read and understand all the information set forth in and referenced within this application package and that they agree to comply in all respects with the requirements therein. 3 Applicant Date Excavator Signature(if different) Date Owner Signature(if different) Date Pg.9110 249 SYLVESTER ROAD Project Description/Location of Work.Provide the following: IrJ Description of purpose and exact location of proposed work including description of what is to be laid or repaired in the proposed trench(e.g. water pipe, sewer pipe, drainpipe,gas line, ❑ power line, communication lines, etc Sketch or drawing showing all proposed work. 0 Anticipated Start of Work Date. 249 SYLVESTER ROAD NEW CONSTRUCTION NEW CURB CUT NO WATER NO SEWER WELL&SEPTIC YES NO X Check here if Emergency. Describe. X Work in Public Right-of-Way X Work on Private Property Work within State Layout If yes,attach State Permit Work within 100 ft. of a wetland or 200 ft. of a stream or river. f yes,attach Permit Work within Flood lain. f yes,attach Permit Public Water/Sewer/Drain En Permit Attach Permit, if available Drivewa Permit Attach Permit,if available Pg.2/4 0q PENDING APPROVAL CITY OF NORTHAMPTON,MASSACHUSETTS 249 SYLVESTER ROAD DEPARTMENT OF PUBLIC WORKS 125 Locust Street Trench Permit Number: 2016-133 Northampton,MA 01060 413-587-1570 Date Approved: Fax 413-587-1576 Expiration Date: (for City Use Only) EXCAVATION/TRENCH PERMIT Pursuant to G.L.c.82A and 520 CMR 14.00 et seq. (as amended) This permit must be fully completed prior to consideration. Submit completed form with permit fee to Northampton Department of Public Works, 125 Locust Street,Northampton,MA 01060. This permit is issued under the provisions of M.G.L.c. 82A,520 CMR 14.00 and applicable sections of the Revised Ordinances of the City of Northampton,including,but not limited to, Section 285-21. Fee: $250 Check#: 1130 Date Issued: 8/31/15 Name of Applicant Primary Phone# SCOTT HATHAWAY 575-6665 Street Address Emergency Phone# 5 BURLEIGH ROAD City/Town State Zip Email WILBRAHAM MA 01095 Name of Excavator Primary Phone# --KEN-BOUSQUET - - - - -237-5523- Street Address Emergency Phone# PO BOX 453 City/Town State Zip Email LUDLOW MA 01056 Name of Property Owner(s) Primary Phone# DAVIAU&HATHAWAY DEVELOPMENT 575-6665 Street Address Emergency Phone# 249 SYLVESTER ROAD City/Town State Zip Email FLORENCE MA 01062 Insurance Certificate# Policy Expiration Date ON FILE Name&Contact Information of Insurer ON FILE Dig Safe# 2015-360-1792 v1� —� Pg.1/4,Excavation/Trench Permit 2015-09-21 09:22 DPW Central 14135871576 >> 14135871272 P 3/3 (SUBJECT TO ATTACHED CONDITIONS 1 &2) Permit No. D05-16 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections,any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: Petitioner Signatur Name: Scott Hathawa Address: 5 Burleigh Road,Wilbraham,MA 01095 413-575-6665 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants,a plan showing the proposed driveway with grades,location and Planning Board permits are required. Cc: Building Inspector 2015-09-21 09:22 DPW Central 14135871576 » 14135871272 P 2/3 Permit No. D05-16 CITY OF NORTHAMPTON,MA DRIVEWAY PERMIT Date: 8/31/15 Check#: 1130 FEE: $250.00 Proposed driveway must be staked and address and/or lot number Posted. Public Shade Trees are protected by MG,L Chapter 87. Do not cut,trim or remove any trees,on City Property. The undersigned respectfully petitions your honorable body for:A new curb cut Permission to install a driveway at: 249 Sylvester Road Fifteen(15)foot maximum width from street line to property line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. The first one hundred(100)feet of the driveway surface shall be paved as soon as possible if the grade of the proposed driveway exceeds 3%at any point in the first one hundred(100) feet. Homeowners will be held responsible for any costs to the City of Northampton in the event of a washout of this driveway, City is not responsible for culverts installed under driveways in City layout. Code of Ordinances §350-8.8 providing standards for private,individual driveways as most recently amended,must be followed. By: Scott Hathawa /Daviau&Hathawa Telephone: 413-57 -6665 i a re: Proposed Location Inspection Gravel Base Grade Inspected By: )Final Approval: Edward S. Huntley,P.E. Director of Public Works Cc: Building Inspector Commonwealth of Massachusetts 0?04 City/Town of Florence Number Application for Disposal System $ If Construction Permit Fee Form 1A B. Agreement The undersigned agrees to ensure th nstruction and maintenance of the aforedescribed on-site sewage disposal system in ac a provisions of Title 5 of the Environmental Code and not to place the system in o to of Compliance has been issued by this Board of Health Vo .k Signatu Date it'lo.t� Application Approved By: im Date Appli tion 1] Al D he following reasons: Fog HAMPTON IX System Designer must inspect and verify in writing BOARD OF HEAL M That the sewage disposal system was installed 21! MAJI,STREET In 90004an0e with the approved plans and Title S. 2).If this is a system with the S.A.S.constructed in SON, MA 01060 Title 5 fill the System Designer must conduct a bottom inspection of the excavated area prior to the placement of 111C fill.' 3).No changes can be nude dgrj!t�en-orpction by the Installer without prior �)\sle;n Designer and the Board of Health Agent. 4).Other conditions: t5formIa.doca 06/03 Application for Disposal System Construction Permit•Page 3 of 3 BOARD OF HEALTH City of Northampton APPLICATION FOR A WELL CONSTRUCTION PERMIT Well Permit NumbejO/�--/ (TO BE ASSIGNED BY BOARD OF HEALTH) Fee $50°00 This application must be accompanied by a scaled plot plan, produced by a civil engineer or registered sanitarian showing the minimum distances required in Title 5 of the State Environmental Code. For new construction, requiring a septic system, the septic system plan submitted for the property in compliance with Title 5 requirements will be acceptable if the proposed well location is included. Application is hereby made to construct( ) or repair) a private well. Owner's Name p Date Street Address Telephone Number / /� / City, State, Zip Code Location of Proposed Well Tax Map# Parcel# (if different from address) Well Driller(submit evidence of valid state registration) C servation C m sio Approval aaValleyp northamptonma.aov) For new construction: Septic system plan complies with Title 5: yes ) no ( ) n/a ( ) Septic system plan shows location of well: yes no ( ) n/a ( ) For new, repair or location to leach field, septic tank or city sewer: A scaled well construction plan has been submitted:yes ( )no O n/a(� J ,�k Signature of Applic�t Date Please Mail Application to: APPIONE. Northampton Board of Health n1j) 212 Main Street Northampton,MA 01060 ----------------------------------------------------------------------------------------------------------- TO BE COMPLETED BY BOARD OF HE TH All ?DI Jr Permit expires on: (One year from date of issuance) Permit is ued (date) _ pp Wtlge+A vi tkWR:yit 7L1R1 Ct ithRi Dv yvt EF 1.%1 fat 4 DIO,wov,et Etwriy FAtttp 0,A6 (,-iog FqP cP;rr;'yfAt.E,I 7(l RV"ste-Restdenual Energy Analysss and Rating Software r 14.6.I %htf rvfxr+tiatk"I W1,<t>taya'-Iutt Ar'y w,w+arrt�of etw tvy icnt m""4'p ,r,S9g5.j5;riy 3vicc 5x:t�.Fs[r tlu'er,E.ti♦tx A!$. From: Jamie Callan jarnie Cal larlr.n,cetonline c,rg B Subject: 249 Sylvester Rd HERS Rating Date: August 27,2015 at 10:53 PM To: s,°c,;iv;allatvticam,^<ast ne* Hi Scott, The projected HERS certificate is attached for your permit application. This is a conservative rating that will meet code requirements. When we meet to review the rating we can go over the details and I will make you a specification sheet for insulation and air barrier details. Let me know if you have any questions. I'll call you tomorrow afternoon to set up a time to meet. Best, Jamie Jamie Callan Home Energy Rater Center for EcoTechnology 320 Riverside Drive 1-A Florence, MA 01062 413-923-1553 cell Horne Energy Rating Certificate Prm,rrty HEALS 4..ig IWt'a.ay< RA ,jTyp, P .j-"!B,at rs2 Crf litier"E'iri gg pnl,tr .'morrir t44 .pi—s,el RO 8ox,&Dote^ A 27,2Ai Rzs3t'ry Howl— C'S4fo Nxthamplor,.MA 111µ4 pews,xi. Projected Rating: Based on Plans- Field Confirmation Required. Estimated Annual Energy Cost HERS t,,� tt�. .tr,+l}tn ctrra Fwr4.m HERS Index.: 64 Ha4ti"g 18 7 12424, 47 General information r""hg e 4 ;1's-, 41, Ccrdrt»ned Area k5e7 s� rt. ltousr'l yar 1st tie fzr*+Y:}'ce-tar:heat H t b 5717 'J' ,.alditionec ValuTw std+."cLz ty It Fr."*,d3t)gn LIXOt nre'7 baserrvrM Liy,'rt>•Ap{riiaui rs 25 Q °.,tt^Y+ ttr. ffE irxrns 4 pt�t ,at.d+a4 4 °..(y G°• i Mechanical Systems Features Tatel 83.6 54646 1015% Heating J.rri tried xrr distob.O.,n,pr p.a ,6`-.`Al UL 'Mat .t4eattry Prr.parx LA"LI tit.6 ua. CriteTia r.aln 4 An icoditwnet.Lte...._ ^-4 U brLft. T e t.,.».,:kr r �s-<»aofi trrd mt,ano,.�r.t a to it.e raltr r-y Oxi LeMA4;e to OkAside Ii5 W cF WIS- 1'enti.st+7n iFZtem b rhtrust Ord:,':0 rim, I'!X-watts, Picgtammatd-e(l-,ermnstat ficat>yes:Loos= ,- Building Shell Features cetty"t riat k-44.4 S3at P U Lct e,4 L4.0 Linder Seated AMC t'dA Lx6cs-�d Acct NA Vaulted Leninq NA W11A7w Type U valtz e:0.tr;X=.,i fr'C:J-24C Abv,e 1srzde watts A 1 1 Intiltratian state tltg.S.kr Lty d tti'ALIOIC Frt,a e°,4t ur,i W.#,i4 R 1p aJ iAetbtnl 111 ,r t4U:,�td5d 11 tLL Ccamda+ty Lights and Appliance Features acsiress Percent trtno,L10ting 90,CQ ilarge�Q,er t.:,et Llr<tr,c L.O.irate lip Fe*cerA:G&IW U rrtinq I cc.Cti Llcnhrs Dr}'X-r;tel Utctoi � Phcre r �Y,vk CJ -i0-0 i u ; DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 M� a un Street 0 -Municipal Buil@in Northampton,MA 01060 c LOCATION SQUARE FOOTAGE AMOUNT BASEMENT @ .20 I $ S7. I IT FLOOR @.50 ( off ND 2 FLR @.-3:0 f� S FLOORS, FINISH ATTIC,GARAGE @.20 DECK/PORCHES @ .20 TOTAL. r, 7,39, 0 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work- The debris will be transported by: 0�ot ja e D1112o sAl The debris will be received by: a �JS4 yl#(Ar Building permit number: Name of Permit Applicant J 1614 1`(�.`� ' a ii Date Signature of Permit Applicant ,acoR° CERTIFICATE OF LIABILITY INSURANCE °A� (MWDDIYYVY) 08/31/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poiicy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: (413)562-2304 Fax: (413)568-6706 CNOMEACT Roger Butler Insurance Agency,Inc. ROGER BUTLER INSURANCE AGENCY,INC. FICN Ex. 413 662-2304 F NO, (413)668-6708 6 COURT STREET/P O BOX 816 ADDRE-MAIL ESS: info @rbutierins.com WESTFIELD MA 01086 PRODUCER 12942 CUSTOMERID: Agency Lick:1780920 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA Atlantic Charter Insurance Co. 44326 S HATHAWAY CONSTRUCTION LLC INSURERB 6 BURLLEIGH ROAD WILBRAHAM MA 01096 INSURER INSURER D: INSURERE INSURER F COVERAGES CERTIFICATE NUMBER: 21994 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, INSR ADD'L SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD MMIOD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurence $ CLAIMS-MADE OCCUR MED.EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ PRO- LOC $ POLICY AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE DEDUCTIBLE RETENTION $ $ WC STATu- OTH A WORKERS COMPENSATION WCV00902304 07128116 07/28/16 TORYLIMITS I I FR $ AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTNE E.L.EACH ACCIDENT 1 OO,000 OFFICER/MEMBER EXCLUDED? NIA E.L.DISEASE-EA EMPLOYEE 100,000 (Mandatory in NH) Ityes,describe under E.L.DISEASE-POLIC Y E-POLICY LIMIT 600,000 DESCRIPTION OF OPERATIONS below $ OPERATIONS/LOCATIONS/VEHICLES Attach ACORD 101 Additional Remarks Schedule,if more space is required) DESCRIPTION OF OP ( . THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR SCOTT HATHAWAY CERTIFICATE HOLDER CANCELLATION CITY OF NORTHAMPTON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 212 MAIN ST,RM 100 NORTHAMPTON,MA 01060 AUTHORIZED REPRESENTATIVE Attention: VIA EMAIL TO INSD (— S er W. u er r. - ACORD 26(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity, which you must create. 40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure. This is evident every time one exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10'of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10'of bedroom doors, at each level, for every 1500 sgft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated equal to surrounding,gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24"to non-combustible or 30" to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(a-_)northamptonma.gov Thank you for your cooperation or hese matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1"floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 %"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule. 780 CMR R312.1. 25. Floor joist systems that are not equal to 1%2" nominal dimension must be covered with %" drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 %Z"strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 901 elbow or per manufacturer's specs.780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM.780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation. An attached garage (within 3' of main structure) is required to have %" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%Z" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return.See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/1id 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum.780 CMR R602.3.2 a. Exception: A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3" x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with% drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used, 6'8"for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended 20. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule.Order restrictors. 780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 City of Northampton Massachusetts �. r� r DEPARTMENT OF BUILDING INSPECTIONS ' 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Scott Hathaway November 12, 2015 5 Burleigh Road Wilbraham, MA 01095 Subject Location: 249 Sylvester Road Map Block: 28-014 Mr. Hathaway, Your building permit application with plans dated 11-12-15 has been approved as drawn with modifications and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. The floorjoist indicated as 2 x 10- 16" OC under the master bath because of above code dead loads and bedroom#4 offset ceiling loading need to be 12" OC 2. All beams must have solid bearing and a continuous load path to appropriate bearing. 3. Collar ties required for uplift protection are required to be in the upper 1/3 of the rafters. 4. An air barrier is required between the tub and the wall cavity. Make sure these are in and sealed before tub and shower unit are installed! The plumber won't know this! 5. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins. Typically the sheathing and drywall. 6. Any windows where the opening is within 24" of the finished floor that is more than 72" above finished grade require restrictors. 7. Truss layout and design is required for the garage truss. 8 2"d floor framing with raised plate require additional ties,see the attached article "Raised Rafter Plates" 9. Hipped roofs require support directly below hips and valleys per R802.3 10. A PFG "Portal Frame at Garage" is required at the front two corners per R602.10.3.4, note that this requires unique framing and nailing as well as a 1000 lb back strap. 11. Emergency escapes are required at all bedrooms, basements, and walk-in attics. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the new Stretch Code expected to be completed in 2015. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required.780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ (� 5- Name of License Holder:- S &MA�W v 0 U 1 License umber /JaY 0/, Address's Expiraton Date q If S a&S� 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....... V 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 10835.1. 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 E4 Addition ❑ Replacement Windows Alteration(s) Roofing Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs C]] Decks [❑ Siding 01 Other[� Brief Des rip on of Propo ed l / 1 Work: `I S fUl?tJ ora Se � M e�7 Q.�� L6 c4L� aya STc -1 e eo , Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family _ Two Family Other n b. Number of rooms in each family unit: Number of Bathrooms �X c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? D fCGIr3 a ' r Fireplaces or Woodstoves / VS Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 0"-1) i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes UC No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? ��Yes No . I. Septic Tank ) � City Sewer Private well )4/, City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT l S",'+( ��r1ll, a �`� as Owner of the subject property hereby authorize r 4_a�-A, to act o my behalf, in all atters relative to work authorized byt6tV is building permit application. Signature of Owner Date as Owner/Authorized Agent hereby declare that the statements aA 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. S"o Gl Print Name t Z7 Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot size Frontage Setbacks Front S Side L, R: L• _SS'' R: Rear f t _. Building Height '" Bldg.Square Footage % A 7 Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO W DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document #' B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO T 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 O NO S IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only �— City of Northampton status ofPermit: Department Curb Cut/Driveway Permit ain Street Sewer/SepticAvailability SEEP �� Room 100 Water/Well Availability %orthampton, MA 01060 Two.Sets of Struoturaf Plans Dc'°'�—i -'7-,-,phqne.-413-587-1240 Fax 413-587-1272 Plot/Site Plans _ Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: •�t/Q �y ��-.� �^ Lot Unit Map Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: o_VI zt.0 6-Wt �(, , ,, `fie Ue toPML0*.+ s 8t ►-fie:g `J,I ��I Name(Print) Current Mailing Address;/ Telephone ',// S--75— `4 G`cP Signature "/ 3 J- 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building .��s 0 Do (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of 1 I Construction from 6 3. Plumbing �� or'bry ! 10 060 Building Permit Fee 4. Mechanical (HVAC) / 5. Fire Protection o r/d AD 6. Total = 0 +2 +3+4+5) 0© 0 Check Number This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0367 '-0 mss, -w' APPLICANT/CONTACT PERSON SCOTT HATHAWAY ADDRESS/PHONE 5 BURLEIGH RD WILBRAHAM01095 (413)575-6665 Lam` �0_a PROPERTY LOCATION 249 SYLVESTER RD vxx(,k�J G MAP 28 PARCEL 014 001 ZONE , ; ru THIS SECTION FOR OFFICIAL USE ONLY: (� PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE f� ZONING FORM FILLED OUT Fee Paid 7 G W6TGAO S Buildin¢Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK PLOT PLfiN w vvii New Construction Non Structural interior renovations C.A1 Id N Addition to Existing Accessory Structure r f,,A(`V\a,b AW G Building Plans Included: Owner/Statement or License 083125 S,6 T6AC VI-5 DIM 4" 3 sets of Plans/Plot Plan ./��� �. iJ1 y is t'{D THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORNIA24OZI PRESENTED: pproved 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: Z4<urb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health ( ermit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management moliti Delay ez �� /Y Signa e of Building fficial 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. 249 SYLVESTER RD BP-2016-0367 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 28-014 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2016-0367 Project# JS-2016-000598 Est. Cost: $250000.00 Fee: $1738.50 PERMISSION IS HEREBY GRANTED TO Const. Class: Contractor: License: Use Group: SCOTT HATHAWAY 083125 Lot Size(sq. ft.): 80019.72 Owner. DAVIAU CONTSTRUCTION LLC Zonine: Applicant. SCOTT HATHAWAY AT. 249 SYLVESTER RD Applicant Address: Phone: Insurance: 5 BURLEIGH RD (413) 575-6665 WC WILBRAHAMMA01095 ISSUED ON.11/12/2015 0.00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH WATT GARAGE/DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 11/12/2015 0:00:00 $1738.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner