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38A-012 (3) BP-2023-0587 31 CHAPEL ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 38A-012-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2023-0587 PERMISSION IS HEREBY GRANTED TO: Project# NEW APMT BUILD 2023 Contractor: License: Est. Cost: 120000 SUNWOOD BUILDERS 065400 Const.Class: Exp.Date: 06/25/2024 Use Group: Owner: CORP SUNWOOD DEVELOPMENT Lot Size (sq.ft.) Zoning: URB Applicant: SUNWOOD BUILDERS Applicant Address Phone: Insurance: 84 POTWINE LN (413)259-1000 WMZ80080056582022 AMHERST,MA 01002 ISSUED ON: 05/08/2023 TO PERFORM THE FOLLOWING WORK: FOUNDATION ONLY FOR NEW APARTMENT BUILDING 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 91/ Fees Paid: $300.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner The Commonwealth of Massachusetts `'I, Office of Public Safety and Inspections Mqr n Massachusetts State Building Code(780 CMR) 5 / Building Permit Application for any Building other than a Oner;gr- wo-FamiTywelUing (This Section For Official Use Only) ?�rNgL� ` 4 �r,. ;•IA Building Permit Number: �3- 7 Date Applied: Building Official: ` E�r/o / f� o� s � d S� , k SECTION/O60 LOCATION 1 Pril'C J No.and Street City/town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2 PROPOSED WORK Edition of MA State Code used If New Construction check herer check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 0 Addition 0 Demolition 0 (Please fil out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other'Specify: p�ycJiIO/Y Q/1 Are building plans and/or construction documents being supplied as part of this permit application? Yc Ar No 0 Is an Independent Structural Engineering Peer Re ie r uired? Brief Description of Proposed Work: � B J,Oii OJ oFti 7 f1T (�ta./o/i/f' ov io/f o11y. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0 Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) /{ G 000 Total Area(sq.ft.)and Total Height(ft.) A/000 (Pr SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 I-2 0 I-3 0 I-4 0 M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB ❑ IIA ❑ IIB 0 IIIA ❑ IIIB ❑ IV El VA 0 VB 0 SECTION 7: SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public Ar Check if outside Flood Zone l Indicate municipa ' A trench will not be Licensed Disposal Site 0 Private 0 or indentify Zone: or on site system 0 required 0 or trench or specify: permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable' Is Structure within airport ap roach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No Yes 0 No 0 SECTION 8:CONTENT OF CE TIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Nam and A ress of Property Owner // /loa/ crry 8T 20 1wine�2onc/ er 0/00at Name(Print) / No.and Street City/Town Zip Property Owner Contact Information: / �(3-09 IOW �f C3-�4- Sortwoo�c/Gr corti►ccat, Title Telephone No.(business) Telephone No. (cel) e-mail address If applicable,the property owner hereby authorizes: Name Street Address ity/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control (the professional coordinating document submittals) AO/Perf if/.3 -6/6- oeW gvnwood @circa.'i 69-OlaWoo N e e ' trant� Te ph ne No e-mail add a Re 'station Number ` en iinei Aoisel nil!ele O/OOat _ �/ �� Street Address City/Town State Zip Discipline E pira on Date 10.2 General Contractor / svrlwood �aIi L 5 Comp ny Nam / �?�i�i c ,, /D,�8O/- & oro�.l�ioir Name of Per on Res(nsible for Construction iffib Lice e No. and Type4f Applicable 8if PotW,?re/ haffe/ Cal O/DO, Street Address City/Town State Zip ift3-m /oo0 *3 -414- olio Sum v. od e.coo/cast ,rci Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes D No CI SECTION 12:CONSTRUCTION COSTS AND 1'ERMIT FEE Item Estimated Costs: (Labor / / and Materials) Total Constructio t Cost(from Item 6)=$ 1.� )(witdofio/I $ )d 00O Building Permit Fee'i=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$ . 3.Plumbing $ 00 4.Mechanical (HVAC) $ Note:Minimum fee=$�' (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ (contact municipality)and write check number here 3 7l©5 SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perju that all of the information contained in this application is true and accura to I e of my knowledge and understanding. _s74.01 Pest � _ Ili _rn i000 Pie a r' a d sian .�"1!' Ti , Telephone No. a nvneJ atTc/ nv4e1.s'�; 41 Aff D/ODD no decoMens� Street Address City/Town State Zip Email Address t S a'3 Municipal Inspector to fill out this section upon application approval: i, i 'OPt Vim_ �� Name I D to kt---- ICI'd\llit REFERPROPOSED E 5 UNDER �/ / rL J PAVEMENT MARKING SECTION ✓ , ''"r I0A'� AND TO DWG p_2 FOR /� ,�� DETAILS m�f V ICI • C, O/7 CROSSWALK SIGN FOR C{• JoC !� CR REFER TO GRANITE CURB WirHIN C,�^+ D-2 FOR DETAILS TRANSlTON TO TYPE III BIT PROPOSEDDWG MONOLITHICCOND. AT PROPERTY SIDEWALK CURB CONCRETE LINE INSTALL GRANITE REFER TO DWG DWT FOR DETAILS �H XNG REFERCURS TO PROPOSED 4t4 DWG D-1 FOR TO SIDEWALK CONCRETE DETAILS DWG p_J FOR TO PROPOSED 1 EXTERIOR STAIR BY OR DETAILS \\\ STOP"SIGN POLE REFER6 0 DWG CANOPY OVER ARCHITECT NE AND BAR d 02 AND PHOTOMETRIC OTOMETR/C TO ARCHITECTURALENTRYWAY. REFERi j �!___ FOR DETAILS (TYP' FOR MORE DRAWINGS -- a8H Q<'p, /1` I i DETAILS (T}p) N. _ . ____ F� �,y0� TRANS/ t ARROW STEN _ - - ,-,. N.‘ ! • .' 111 Ilk • 111k,. CURB TRANSITION PRIN - REET (7YP) efts STOP LOAM h SEED 1 (1YP) 18.0, .E=22.0' i �) 7YPN e �o - c. Du! 6A' ". i 9.0' 4 as �'`? }`TYP'� (t5 STRIPED ISLAND b kV PROPOSED LIGHTED BOL0. BITUMINOUS /� (�) l& PROPOSED CONCRETE(TY 3S) 7 CONCRETE REFER / ,�Cg 0 REFER TO p SIDEWALK livid C)i TO DWGD-1 FOR✓ 7` WG D-J FOR DETAILS dETAlLS LAIIDS .69.0 PROPOSEb • + a PROP to 3 STORY / cos 'f'?OSfD BIKE ENCLOSURE, �' APARTMENT11 ' DWGS FOR TO ARCHITECTURAL. + ; Ellw O / 0 REEDING 4 9 STRUCTURE DETAILS (7 BIKE SPACES) REFER BIT BERM. £R 70 DWG D-1 FOR DETAILS lk \ �. ��PROPOSED 6' HIGH • (TYP) �---- R£FfR TO DWG D-2 FOR FENCE 5 r 6.5' `• s+� o j l yo `� 0� 1 \a , r 11 11, �w4,4 '• RENOVATED G RAGE0$1 . • ..• M m t5�'� 15.9' ` _ �' G'N� F ../ TRANSITON FROM GRANITE C •5 -__= Z TYPE 11 BIT, (TYP) CONC. AT PROF EXISTING \ STOP"SIGN AND BAR HOUSE PRO/�V/DEADA REFER ACCESSIBLE PARKING _/ SCREENING PROPOSEDTO DWG p_J SPACE W/SIGN. / AROUND BENCH. COORDINATEF DETAILS `�1� A� TRANSFORMER, I MULCH MP) E DETAILS WITH OWNER COORDINATE DESSlBLERgMp WITH UTILITY 0-1 FOR D� ER TO \ .,,51 D REQUIREMENTS I MATCH EXISTING GRANITE CURB CONCRETE PAD PROPOSED STEEL EDGING (7YP INSTALL GRANITE FOR PROPOSED TRANSFORMER ) TO DWG TR CURBING-TO MATCH EXISTING. REFER CONCRETE PAD FORT AILS (TRANSITION SECTION) CON ACCESS, H/RECYCLING P/CK- VW ONLDWG FOR NDET 1 ULAR ACCESS PERM VP. PEDESTRO PROPOSED ITTfDEH , REFER TO TRASH/RECYCLING INSTALL G ENCLOSURE. THE CURB CURBING BETWEEN 'vz HR TO R VfT HE CUT FOR 33 CHAPP L TR THE 4�CONCRETE'AP flON) ARCS FOR 33 CHAPEL STREET LOCATION OF C R (TRANSITION SECTON)N AND DETAILS B CUT AND DRIVEWAY FOR (I I )AOWE ND,ES — r Slue R[RF TO ROW NrNO PUN SEE 0.V Mpvwron WE SrF uro.r. ., R Ora r nc ER DD.Oncra.s aavnsm TO CROSS Re.uE+.E uscwunou =_ _._ -S5 c..rnco N oDn nEETs wO SRC rDw.Rw SNOW wel'o. rar .rcOO�'"OOROEcr.vsm ocsYD.CTOR WO .vo nc CS TO ro mE.LUTOR E n..'''... .v:mac s>wD SM,W1(.E AND PAWWNE PRONG NEWS awE"`°"�`'' ,�s.D..Na.ow n.ODNO_ _D a+Rs. R!EVESQUE `: DE.¢rOeoSPwRD „R w.°R cDrcDRu,D was.ro.�,. ASSOCIATES IE c.oPasEa aonw9n. MRS c..,* ary HrrOiwrnNOiwcs a.0 nw.wc snu uva swu.s.WOE fWrroi p,.rssae.00ss IR:.ia.senooao SECTOR .ro ro o-:ENO CON-Or ro VANPL a.UNFOR.MNM' mnxs cwAX ERML[r.sriwRD.iR BDrs rm warn.saa..0 nwc.r rwmvms'. w sa.,a s..w GRaterE CORO WNW IOC a wuwr.OWE rmpc CODE NO AP WER.IRPEMt nNO.SNOW w RC curs w.,w,N.oioes PRa=asED sir.coR mNa uu rwi •mus Dr:o-.Pm PINES Cox CENTER PR. ROGICIOSOL svi0 PEN ow NO 2 FUT DPW WOEAt. - rsr.nc.Enm w E7 8099 COWREFER TO - s.sra PAIN rzDr D TWOPOSIED OK o-E EDR DnrsI PROPOSED0018& rOnv ROCA/ -2 i CID.rrrwr m ORE �— - .. /RE. NOD D _ NO D N.a.aYD /as a E1L ,sc Wra awnE a..e o PROPOSED CONCRETE -^"" w `w re,we o-r FOR DEM.tOES ^ DWG D-1 FOR PPS TO D.0 aN aEr I f PCP'PER ENITOPY.OrAW..S� nI. PLE u EPAN.ES is Lat ARONer TO S.21 naElY. EXTERIOR r� ��I - �'°�' .> ./_� ) srwrns . PPOMO RC ARCWIECT MONDE DODvrr MOM. w'100BE WOWED. as Eccra a EGRESS OO fil CAMPY ENDTWAY.ROM ��- PROPOSED BOLLARDS. RESPp PUTTY OF DE OFORTE Z TO BCIAIRD 4. ME COMRACIDR SP.RM.PI CUM ME RECUIROIENTS OF s,r Or µD SRO FOR ORE DEL1E5 , _� � n nEr �I - - I. _ �, 'CAP°.D W./ :/_ BF RFSPOM50[K 56�U�'DDR,DP , PR D" r.. riu,WOULD a Q ry 4 PROP FOR RMANCE WCOPOINAIR.m4 VIligaL _.MTANNIIIIImpoor .0 M SRO REGULATPS. tn co ^sERrm A. REP rD Lia camas PNOOYD E 1 \i ��/I %% © Q i FEET DiTAILS • m• Z y1 \\ COORDINATE OEM. �� ROM TO_REFER TO DWG 0-1 FOR OFTMS II. lak , aR �D.DD_E, g cc yam\ ME:rD/IRON ROO.°PC ENCLOSURE a. .,), .. .r.t o-1 FOR DEWS .., =E PROPOSED •RCN WET _ E 9EPW ro D.c o-:P«mn.s - TAW 'R•u• PORN cat, CURB.TO • Y a D • _ _ cDNw rm\ m' IIr.r,CPC nr`RT""`PREVE..+PE lR REM 10 DWG 0,FOR DETAILS 41 � .STOP.u..wo WO i ill P..IDE PROPOSED WICK COORDINATE DETAILS WIN ONNER MONO p RAC.m.1 ACCESSIBLE ROW.REFER TO y \ MOUSE fr ,„ CD iE 0007,P0-ICOS tOR OEM O/6 g( t REOm.nrrs PROPOSED s+m ma.c Dm) 41 i ` INSTALL C08,0CTE PAD DeFOR r REFER ...:`..oN`aw PAN \ TO NC WO R RDADETNL fr PIP SEM-IP. Ea.o can CONCRETE PW FOR na CKYK RR-TE ARUM TO n M,..xn a.D ACCESS,�w.cuw ACCESS rtDnr,rtD RUM TO M. AFT i /REcrrJmC NO ME CURBB CRcUTEFORJJJ Oust SWEET 0774. SECONCRETE TOR)C EL SRN, —- Rum .u`T'CT MAIM O COOT O•CURB CUT AND MOW FOR .a rEcnwPiCRCS iO. 3 DETAILS L. 0 ' D o 70 FOR CONSTRUCTION C-4 111 • • . I 1 I 4 REINFORCED CONCRETE. MASONRY 1.sxITH L..xruol'°teN ETZ MASSACHUg`rs'U` CODE rw.xo s A ALI RASO..WALL of a_WOPMCOMPRESS..STRENGTH n-,Nawvs. STRUCTURAL SHEET UST SHAAL RE NORMAL WEIGHT(UNLESS INDICATED. AIR SHEET BHEETNASE KUHN RIDDLE ENm.NED,arn.z,DAY_OAPREBNE STRENGTLH As OWS z.ALLMORTAR SHALL SE TYPE S. RUBBER ARCHITECTS THE BUL[n'NM 3IC, Li AR FNTITAr® wTERWAPR CIRCA INS DSNAPD,tiCOMPONENTS« HS R „«,- TT ORon�E�nRA,� �Nwa RAN RTER1OR,LABSCNGRADE 4., woNERvEn1 LOADS PAR 28 AMITY Sr.SUITE 2B DRAWINGS NE-TA. W � N�.DETAILS CxEOACNr.R;..TE<,tiN,�. I.ALL�,,oEWNNEGBARSS.BEHIG FORMED.. 1VAC,. ..ALL ,v.BARSSHN.Co.ON,TOASTN,F,F.oRAOERI 0.OP """ _ _ AMHERST OTHERWISE REPS,.BY. DETAL ALL PARS IN ACCORDANCE WITH V.0 IDET.910 MAN.,.THE PLACING �IaLPNLIFD °T P""RE SPECIFICATIONS PLACEt MLS. MASSACHUSETI-S01002 AND ENGINEEROPENINGS NOT SPEC"�E.sCNANONOR BOLTS SERE PNa ACCESSORIES mS E ARCHITECT NGS NECESSARY TO SUPPORT REIONINE NUMBER AND LOCATION NFORCEMENT MENTNMM.s RAND SHALLEINF ALL BAR SUPPORTS AND OLFAROUTS FORCING. AT THESCTTCNCPALLNERRCALCELSCORTARO�c REPROVE:1E13 FOR KL GROUT POURS OVER 6 FEET. °ao Rumba wino.at-Wu 41 3 2 59 1630 RuLMO SECTORS .4 THE ARCHNECTURAL MAWR.LAYOUT Os BUILDING FOUNDATIONS OR OTHER INDICATED.SHALL BE AS FOLLOW.FROM THE ARCIETECT ANOMIE INCLUDED AS INFORMAN.COMPLEMENTARY TO 4.14114161USICONOTETE PROTECTION FOR REINFORCEMENT.WHEN NOT OTHERWISE APPROVED BN THE STRUCTURAL ENGINEER WHERE PERMITTED.ALL SPIKES ace RAIDLRY TERM4TNV WWR'.IC11111,[dd1C.CADI HEMS NAT BE MADE USW.THE DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS SMALL BE LAMMED AS FOLLOWS o.Ay m GR coN,RAGNom....3 ow.....m-Ep NEsE sq,,,,,,ss s Ism D. COMPLETE POURED ERECTLY AGAINST ARCNRECT REGARDING ANY ERRORS NGON;,sTrNaES On Owsaoxs. EXPOSED TO EARTH CETALS EARTH T ARCHITECTURAL DRAWINGS ARO WAS RECEIVES CURIFICAMON FROM THE =NORSE POURED N FORMS RUT MASONRY SPLICE16. S. NOT SCALE DRA NGS TO OBTAIN NF...ION W COWAN NM..P,. THAN UM FOR WATERDAMP- SLABS LS N EXPOSED TO EARTH OR WEATHER Y� U r WEXPOSEDw PROOFING AND FIREPROOFING REANNEMENTS OONR AD AND SHAN_BE WMED TOGETHER.PROVIDE E SUPPORTS FOR MESH To 5 YRRE MESH REINFORCEMENT...I UE ONE FULL MESH AT SIDE AHD END UPS. .. Z.' OLO•SA BROOK IsoRMATDN SHOWN ON THE PUNsmEruLscweRxs6.NO SPLJOES OF REINFORCEMENT WALL BE MADE EXCEPT.DETMLED OR A�'iRE ENSURE ITS LOCATDN ASE1zaNNGN DRAWINGS. O V WILYMOT[E)to BARS SHILL BE RACED L OGLLVANEE0 OR RAsrc CMOCKIN®I,iCY. RENEW GENERAL IN THE TAMES BOOR E�.sW.BsYY�±4a.s EWmnR'uw'Inlx.'nA.OOCUMB.TSAi THE AROND°DRIERs. UNLESS DrrlmwsE norm MARE ALL eutecaxrwws BAR ..Ie+i.,_l Pl_1.N ..F..i.ir. - A PRIOR TO POLRING THE FIRST FOCOTINO 0.HORIZONTAL RE/WORN.SHALL BE NO.•ON*WM CONFORM.,TO ASIN 1,A2 I.O.n.IN4YNliA YsRk Yawl ab..... Fc3.TOR Tr/R.3111E NAST ION WALL ND WALLS COLUMNS A SHALL BERAr� OT HER UNLESS om NOTED ERWnsE r a PETALLED o.FNAL PONCHLIST STE MIT KORMANTAL BARS V RUN..ALL MAYIxRY9,I BE ACED RUN. BOND.UNLESS OTHERWISE Norm. KRy.mL_/C.v,.wlNan ON THESE DRAWINGS WERE OBTAINED 019 ID 1 FOLLOWING ARCHMECTJRAL DRAWINGS PRODUCED BY KUHN RIDDLE ARM2CTA dl® RINANN3 WOOO Re 36 57 II T5 de 36 .ALL FRAMING L UMBER SHALL BE DRY NM MAXIMUM NC4STIRE CONTENT.UNLESS M a s Ns a sa ODE...NOTED.THE FOLL<MIG MATERIALS AND GRADES SHALL BE USE DESIGN CRITERIA a HI 11.1 91 IT MO 71 SAWN LUMBER ELEMENT MATERIAL xs AREA NI a NE1N Iit nt M RAFTS. RR LARCH Wa LOAD FOR THE P SEmm z.VALES...ARE INWORMBEAMS LAR. N., B SERVED DOUGLAS NO 2 PRIMATE ROOMS AND STpumNo Rooms N.ANDEAr WAYS OCRRCORSSBNING RAM RaavSSeruNc*HD. 0, n L-MORN bJ.,PAwDOPS'Bt mt.Avv w.S A RATER LL RR.ONDMM EL msm PRE P.T.) x0.i t TASULATED VALUES REPRESENT CLASS El CCEINTIONS SPLICES TO BE CUSS B UNLESS OTHERWISE NOTED. Y THE FOLLOWING MATERIALS AND NUDES OF WOOD SHEARING PANELS SHALL BE GROUND SNOW LOAD O'I. ..'. FOR AWLS.CASE 2 0 OTHER THAN SANE 1 ....ARING-2 SNOW LOADS AND CLEAR CORER z. USED aEMB.r PAn x sNoW EXPCRUSE FACTOR. C. IS IL FOR ft•MR DEVELOPMENT LENGTH•1.15.TABLE VALUE GERM.FACTORIIt�RATO �umo.xp�l ER ruT ROASnOWLnD FACTOR n: 1/1 L wRrL.s DEVELOPMENT LENGTH-Dr.TABLE vuuE ROOFS nwwaBaLL 6zs F6D T. Wm�GABi ROOns RYatr...- ITNre S® .- g1w. SIB N• .1.ALL STRUCTURAL STEEL PALL casa.RW ATP. N TOTrEFGLLANED UNLESS oREnv.� R MEMOS lc EISIBMES - INTERN.PRESSURE OCISTICISIT W. xoT ••OMEN"M MTN CRC ®ON THE DRAWN. alEwa WALLS FOR AMNON.INFORMATION . ,_ ROLLED MACE FLANGE SECTIONS ASIII A.572-0R-Men CF.•,PVI COMPONENTS S CLAWING WIND LOADS ALI OPER ROLLED RFS SECTIONS Arn....3.GRACE B (F....I 3.FOR laPOSED FRAM SEnDxs. MOM A.36 NG SEE ARCHITECTURAL DRAWINGS FOR ADDLrn7A ACE PREBRR RARE ss REAJREMDnS. Ism Asrt_n ¢^% afN al..• MORN MATERIALS - , TEIWTNEZwEI ttka na} TRDOE AsrM ..PROVIDE NPID ROCKING A Inez JOISTS AT ALL ZEFORTs. _ _ WILTS wv TRASH AA. WITH COW.VENEERS NlrwuN...AT_st WORT,.LOW 3 -26.0 -SU .197 .17.4 2.STRUCTURAL STEEL SMALL LIE LETAILED FABRICATE.MO ERECTED N o OHERvaSE NOTED a+Puxs. AeeamANC.EVA,DE use SPEC/PICADOR FOR STRUCTURAL STEEL L zENS*) 3 ALL HIGH STREWN,BOLTS STULL CONFORM TO THE CURRENT SPEC/MATIONS ARE NEGAGVE 2CRE 3' -35.1 -31.3 -2E3 425 FOR STRUCTURAL JONTS USING ASP+A.325 CR AWN ROTS...ENDORSED BY MSC. DIMENSION, TRUE LUMBER DIMENSICNS TED s.w•aE 6 NOMINAL LUMBER SBERoNIE m MANN??WER WIDTH CAL WOMTAL M POSTS HEMMEN:ME -MR PU -OA MATS RIAURE ORIENTED SUCH MAT THEY FIT TIGHT INSIDE THE WALE wenn.zow s ....- -1,• ARA -.- AND SHALL BE FULLY TENSIONED.ALL OTHER HIGH STRENGTH BOLTED L. '�� _P�MEza.EW tx> ISL_ R1. 1LI soNNECTIoNs DRAWINGS WAY BE SNDTIGHT ueEss NotED As SLIP CRITICAL(-RCN. - -. --.- -- - - _ _ ,C STRONG-ME CONNECTORS AND MRE SELECTED FOR LOAD REQUIREMENTS SUBSTITLIWON WESRINTTED IF LOAD CM-MOTES OF ALTERNATE ARE OF EQUAL A-NMIL.N.,100. A UNLESS sPEaFoc..u,NOTED STEEL DETNLS MOAN OS ISE ORAVANCA ARE FOR G.GREATEN.P.ITY TUN GOIRSARAMLE SIMPSON CONNECTOR_FASTENING ,,,,,,,,,,..,,,,,,,,,, I T ONCE,PILY AND DO NOT MICA.THE RECUR.NUMBER OF BOLTS.SCE OR Z.,R.IN.NANUENSTUMER,REOAREMENTS wEL➢Er. MAPPED SFECITUL RESPONSE ACCELERATIONS u NG NINA CONFORM DEN.SPECTRAL RESPONSE ACCELERATIONS EIIA EDnwx.sorxTr RAvrs)sTn TO w M.P.SEcGOEb OF DA�lmu�rexaT ENGINEERED WOOR CATEGORYSEISMIC DENGN AIEMuB IN ALL LINTELS SHALL DtDN I.GTxLRWI¢. HAVE I'MR..REARM EACH END UNLESS NOTED PROPERTIES u.MmRSIwLHAVE THE F0.LMNR+NINNw oF![RI. ALL STEEL I.POSED TO WEATHER.MOLL..LINTELS IN 14TFMLLOAD REaSTNu sSruA4 v ITS KNOT-DIPGALVANIZED uu F0¢O1ERAW E.T3. FLTERIDxwMLs.SMALLNAL E.OY. zl1V. N!F msg.Mrs }NA.N BEAM.WALL SYSTEMS LIGNIWRAME MOO WALLS R01.1 STRULT0AL VANEL S P. loo iaa.D x W. LNf� MT - trxr Mar.No. D. *d.N DRe - RESPONSE MODFIGATION FACTOR rD^D: O POST.INSDLLLED ANCHORS Pm. z.NP. TOWN ars Eaaa aro 1.10 DEFLECT.ANPLncAnw FACTOR. 4. Baal SYSTEMS Si.BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE LR ;vYN 117, la+ Tars 31,Lss.la • FOUNDATIONS ACCORDANCE WI,THE MANUFACTURERS REQUIREMENTS AND 1.FOUNDATBRIS HAVE BEEN DESIGNEE,IN ACCORDANCE WITH RE RECOMMENDED ACCE SSOP ES AND M„NEE WASHERS ETC SUN,EVENT,COMPONENTS AS MU - REPORT•CHAPEL STREET APARTMEITS DATED 0.142023 PREPARE, GAINS 3.ALL HOLES N HOLLOW MASONRY SHALL BE DRILLED WITH rawLTNG ENGINEERS.Pc.OLD.A.BRodL CT. HAMIER GELS ARE NOT OR LOX OR PRELHAVITC CRNEN FASTS... ..- REn REmD z.MvsrN Er.oRARFmOEnsEOrL L LnnrDN NAIL s.aE ncaweD muALOM11ElERAnDIscTHls C-... T I_ ,1.R.I.SCREW.AND DETAILS APE PASID.COMMON WRE NAYS 1. ALL FOOTINGS SHALL BEAR CR UNEASTURBED NATURAL WIER.OR OPTIDOLTED 4.AL.EPDXY...NE SHALL LIE TONSam..11 UNLESS OTHER...MO. ACCEPTABLE y • a 7 iApartments D FIN GH rNADEwrvNRE VRx.Pn TOFR®NG.SEP SQUARE FOOT TOTAL LOAD PRES:EIRE AND LBEANATLEABr S.ALL ACRYLIC ADRESME SHALL BE HRTIAmnwED EQUAL vREasGTNeRwse oOR HYWN.sNPaA.Ar OR a lu-L-�f $I,�5JF ' Chapel D IAA TERWLne.NNTAIALL THRRDED GN.AR�ammUALUNLESSDTHE,Nn - W. RIM, �.D„a. ' ri NDTEA N�RmATEL�.Tbs�AeZ NOTIFY NEA�EDL nY AWR7.ALL PANSIOANCHORSHI �� ,�P,A,WEDDE.,.DR . OVED EQUAL UNL ESS ACE r � GENERALNOTESAND moo-ssuL MAY BE I.IHH,MREMDM MATERIAL SPECIFICATIONS OF ERSIDEOFSLBSMALLSECON.RA RLLREOLIRmm ;.. ,NDERSDEGESIAB�I,LIME<GNFACT�STaauCTHRALaL. 1 ,.FOUNDATION WALLS SHALL RE TEMPORARILY BRACED DHTR FRAMED RANI AND -..- D.. IM.NN ..BaDNDRADEa A4MO ALGORG SMENPU LATERALLY D N�EWD PRF mRF S0.1 STEP RNYIN A REQUIREDPR TOO IN uPPM.PRv.Tce OVERALL PERSPECTIVE .___ CE Ts-l'� os.M ■/ny • KUHN RIDDLE ARCHITECTS 28 AMITY ST.SUITE 2B AMHERST MASSACHUSETTS 0I002 "�'� '. 413 2 59 1630 • ��. - _ WPM.kuhnriddk.cora y H-xtm n-T �` PERSPECTP',-__ i �. cavgE tPC. SWONOCen a Ian a a'raRSan 11 FOUNDATION PLAN NOTESII �., i. 9., , SEE m,FOR DE•�HLND�,o,IATT S TTola r- 4- t r. nDIDNO EaaTA,K � NOTED..aoeT- 91.2..,0.E �I�,+ar:.rdr ...: �`" SLAB 1:0 GUDE[cuff Q • Po9T. yMCAT/A WOCO POST....WOOD Nm,F TW sexT.FOR Don ovW/1.1EINFO ER/MIT K.Piov✓Gay.I Nm•s: I` I I I I 0 I I i ■ POST DP INDICATES WOW . . I I I . ®IN,rPTEsvom•va.TnON. I I �IZAra�a"'"L''namuee Ndr® 5'OCR.PAR mAnE I I I I RASE OF Pas*oNl.w"NTm wwx a•ww,T I sr. I L_J I wWA. Ir� �. ' To�'r 1�r I 90 a N at ceIs•aucTOS *Nzaf a,Ira..ma S R mamas a re s YI . .!4MONND9��NNNN E�P,D.E9 E 7 TM..SLAB TorNEPT,,.,..,o,«m•0I STAIR.,..00,a. _. : i__. ..OW INe.FS TOP aFER,NN n • RaPDaN. a �N eDDNDa N� F ._ 9 �Nu�D Q, I . TgN>oDIC19�SIFE TYPICAL LSDFOORDDU. I /- 109JT. , • 11. —III:II 1, Ta,• ' 4 .; 1 I II ��c.:T] .•-1P, L. �% -I4.� "r 8 f WOOD JOIST/BEAMIHEADER SCHEDULE i� ____J aL b, ^r I @ MARK SIZE(MOTE a DEPTH) WHIETS ` N. _-. _ - -_ ., ,.,�T D uE.STSAT16 • QN„Le 1.1CISTSAT W. RAM i , .a MI it LW 04 WISNN,,m N a),mu'Lw `aff/ 04 H muEEw I I 8. re, , 4 X D lINY/NrEw n.•,,34s,o \ Rr.Na Drvp•bn L11e 11 i itQl r I VOTNDSURONGRADE 1 WOOD FRAMING LEGEND 1 Nd I 8TINOL DESCRIPTION ' :�+' a FOUNDATION LEGEND � - ' ® 4 STEEL COUSIN FOOTINGS FOUNOATKLI NAILS -_ t 1 •E •'IL+Isle'PM ADu.oul.aasM.oN Chapel Street Apartments ..✓` cauMNs,. • _ Northampton,MA D ND D� _ M., Q' +rmr r"f%�EMIE:UI Ir WOOD MIMILL e --- O DEnaAloelcx N .0 o-raN - -- D^ m«r T II ► BASEMENT FOUNDATION AND MOST >o« SMOD1. NALL FToi9Nm1. 1. MU.®•'s"• SLAB ON GRADE PLAN I e r un.T a+.T=T r µ:rumT-:° W.W.I Pa1,. cNDNwu C1 I OBASEMENT FOUNDATION MID BLAB ON GRADE PUN o/1�,Trory w.�l S 1.O SIT-1'O t_h ■/T„ _ I 3 I 4 I 5 • • • KUHN RIDDLE ARCHITECTS 28 AMITY ST.SUITE ZB AMHERST MASSACHUSETTS 01002 413 2 59 1630 ww.kuhnriddle.com "!!!!,011111,1--- -1--- w alICB 0 I PERSPECTNE I OMPipeOnam.PC I�O1Pahl oOw �� e /1 FIRST�FL SO 1 OOR E BIND PLAN HO NOTES AND *Emng,SPECIFICATIONS. n i YYY �Ty n n`+—....Y+Wn+.�+d m am i a..,,a..� — k A' L /" NOES.ORA..m_r RE v.,aN:uEAND OAoa.4 PLYWOOD.SEE SAE w,•.,4.011.•d4..4.�.J... Q ! Y �' j.;, rncRTKTUau auw«u AND SPECErwTwn6 Nauim on E % KeyNOMJGnMal Notes: - - --- - •1 I uc rrvE mllt14.5 NMucry AS EEwS6_LSTS AND WALL STUDS S VE1TT.,,lY YENE MP IV.51141-BE RENO/PLO B.TILE ENGINEER MOOR TO FABESCROW ONO WOO,ULTON OF PEW/RAT.FRAMONG ELEMENTS.PROVIDE FRAMING AS ! ��y�` � INO.ATE II TYRO,Rocs CPCONG DEEM,.DO NOT SCALE COMINGS. "CRC ININOWESOCLUMM BELOW. R I wO r O. 7..FOR COLUMN�.SE FOUNDATION FUN OR PAN AT SASE OFCwuLN. I 1 1 1 I� S.S.,M. E'WOOD PEW WOOD SEw lrvewDEY I POST 1 IkTw...•ii 1 •M OP SDaDDN .FORM, I N.. I •NDN•FOUTS S4 914 WALLS TO BE MOO UNLESS OTHERWISE NC,. I BOL •POST SIZES OWEN FLEW m A, m 1 , Q. „WM ONLY ND D Da BOOM MD�TW .. �' F MO MAAR Q IAo =O. �o . AREro� WE AT,..... — .._ — /2 0M1RE1WOIC,,TESTOP CMPIERWALL ELEVATION.IATAEMOAT. m Bow.� CI WOOD JOISTBEAMIHEADER SCHEDULE T ' • i J a1 u . az MARK WE(METH A DEPTH) COMMENTS LEO Mr IJCISTS AT IOW ..3 IPSO I I Rf+vrawEw - e-�I rn,mnw•w . WRAN .n ill „r�Lw rn,..,D,Lw ` .- � 1 .. K.,3.1.1.Lw T1_ „KalPCLw ' r.W.�O. ®--., o o NCI o 0 1 �• IAP4DI w o:,� MI Wall 1.3.,fEw rk^'m.x,T',,,,, Rev.No. DnnfpIka a: I. • lB[' 11 �� I is) .1 i, WOOD FRAMING LEGEND TMIp SYMBOL DESCRIPTION Q FOUNDATION LEGEND VA.SOICATES MOD WALL 2 II 0 STEEL COLIIP./FOoiIO. FOUNDATION*4IU.8 I VOGORIONRO �MOTO..INFORNATwN Chapel Street Apartments QP���S' t COLUMN sff ,rn Northampton,MA D ADOTIONAL MEOW.NON ui w'°" CANNED FIRST FLOOR FRAMING PLAN NIDOEN ,PROVEN wALa®nw iCarl•T D .TONM ,.E,E, EE i OFlRST FLOOR FRAMING PLAN Ka'I-�' vATAW a WW1'S E_ti. aurw WWII S1.1 - I 3 I 4 1 5 • • KUHN RIDDLE ARCHITECTS 28 AMITY ST.SUITE 2B • A M H E R S T "' MASSACHUSETTS 01002 1-6I tom' "'tittro, 4 4 1 3 2 5 9 1 G 3 0 '-- avow.kuhnriddk.com A B te PERSPECTIVE POST F,mrAr »,+® », n` 1. / », SECOND .NI&.OGH FRN OTESa Taxes iIAL Chow[IIONS sff mEnK w�wpS.�YaO M OKf 1 !, / ^ / NOTES DRAM,.m bce4tu4 u.nt is b - • IAO SERA HRR NA TN TNCO I.S OTN — • " DAEPDF D 6 .0 TEODR E ,TE EP =. .e« Ew.EEmDe:. . PENETRATIONSSNALL BE REVIEWED BY-THE ENGSIEER MOOR TO FABRICATION ANO NSTALLATION OF KW/RATION FRAMING ELEMENTS.PROVIDE MAW.AS ROUTED P.1 TYPICAL ROORFLOC.OPENING DETA,CO NOT SCALE OPENS.. wounrk %%ma 2 6../. INDICATES BEM/HEADER.RESPECTIVELY.SEE V..BEAM/HEADER /POST SOHEOULE,TH4S SHEET.AND'TWIG.WOOD BEAM/HEADIER OETML•FOR ADDITION.INFORMATION B �o T.POST. WOI WOODP.POST.XIION.P WOOD BEAN ,POST THIS® -o as: .') P/ kg INOIGTES V.00 POST DOWN ~ NE„A NOT.ABOVE.0,4 ON PUN AT a a' +M BASE OF POST ONLY *^�Y ., a ww _ TM KWWII. 1e.W: . V �� J ® I ALL WALLS SHYAN ARE TO� TOONSTRUCTED OSEEM6TR MN,.e.. D.E:a I�M\ Y—"- WOOD JOIST/BEAM/HEADER SCHEDULE iWTy) » I d11 u I », MERE SOE(WWII a DEPTH) COMMENTS s, OO O �, ,.yes vruasra.T net. AL MACIMMAT Wm V ./ I"' E,TR NI R .,,w.o...T.. A.R ��2 .14 61 01.12Pra1,1.11R Ew y`a ▪ P„w twEw ssE rn,rn,rEw M 0,wntEw NI !�d 4 . Rr,wnrEw I rn,TRYTwEw �.t.• ... 4 • rn�t«a wEw >+�v.rQ i CT'- I ' „lOOCO 1.1,01 WO. _ - a1 ,loh,,Lw T...�.Tw.Pr. Rat.Ne. Dmlwbn 1>.e f /> I }' 2 e WOOD FRAMING LEGEND ��MI m0 i SYMBOL DESCRIPTION 3 a1L w�.> VWINIVfYw SE`w�1ALLTYE D Melo-e QI� NoWO00P R,Rmu ChNorthampton,MAnts D 14.1 BEE TfFKAL W000 SHEAR WALL n 4) 4) a SECOND FLOOR FRAMING # .PEEea,a. KAN i SECOND FLOOR FRAMING Pl/1N � `C,1 O Cr.1'.O' m—y T v a I,T • I - I 3 I 4 I 5 • KUHN RIDDLE I A ARCHITECTS �, • 28 AMITY ST.SURE 2B 3 i • _ . AMHERST I S. . MASSACHUSET7S 01002 4s it : ; Il�i.7 413 2 59 1630 A WWW.kuhnriddk.corn _ sNcs PERSPECTIVE 0 SEE B,S® eon_ MP i a uOOK TIRO FLOOR FRAMING PLAN NOTES �j YrpK o 3 Rt.,ROOF...WALL COASTRUCTCA R.LL BE IN AUOROANCE Mani nrE ..0•NoNx•INORIN•a••1•,NAINA* , 4.JOIST LOCATIONS SHOWN C.AAN REPRESENT WENDED SPAN OIRECTON MO W.1.1 SPACING C.V.CONTRACTOR SKALL WORM..TIKASOOlST WOCINCORSOM *wawa I 0 w THE RLM.AS MUCK AS FEASIBLE A1°waE Sr�os Sr.«.vmuur • • 140 ANO PEREIRATKA FRAMING ELEMENTS PROVIDE FRAMIM 0 AS :, w .rr ®= - RNCA. N ROONEL0N,OPEN..BETAIC Do NOT RULE N�NNas • fla INDICATES SEAM/MEADER SEE 1N000 BEAM/READER B I ._A I t ' <> ,.POST nPsc*OWK.POST SEE DREAM/ERBER ,H R . EBwNp o..BEEw�PPw HENE« RMAIICA 86 I p ��a ®IN ESmweTE..N i �� W RE,x.b.,B.E,.o, NOTED RPdRI.„, .EaS MHO C�'+ ,�,> ME KASEOF POST ONLY SKEET FOR ADDITIONAL IMEORIAIION.If POO MARK PS BARK VALLS • -lzir I.. K ALL WALLS MOAN ARE TO SF CONSTRLICIRINGIN RINKE WS,UNLESS .v r © ` p ' Win • 1 1.1 :one 1 • I p. *----„ p WOOD JOIST/BEAM/HEADER SCHEDULE 1 .7• 3 ® 01 T w, MARK SEE(MOTH•DEPTH) CONSENTS b, - MIM©7I 1 © © ' 0, ,4,>,zNIN.I..TN,x m _ e ,F.,..,.....TN� R.N SL1 RI I ', ., a N,NN. rLw� Q 0 N ur+..+,.Lw °ff �y A 1 Ll) b. Pr,..,,.Lw n.N +� _, RA OH NhY ON � .' 71 f•✓ O.,,N.T'or oft rr.ro.x"w+w. o PN,xK.wLw ,...ro.xw=,� �� l I ��.: ; an,N..I,.r.w �' © I N4 PN NM(Lw T^'^..x�^'..+ Rev.No. 3 •O j �'i :I Se Se'O N0 ,' y$ n WOOD FRAMING LEGEND �` ' SYMBOL DESCRIPTION iS� - 1 �r "' QI g :"��oB,..IN,`°" ChallorthamptoMA Apartments o 0 ROOD FRAMED SHEAR MI L =V 'Or NINGATES SHEAR WALL SHEARING"AA Y.INDICATES SHEAR VAL L KCIADOWN TYPE a o p BETA, AMC RFIEAR WALL SCREOBLE..oN,aH.L.F�N.,,,, " m ,i # BAYTHIRD FLOOR FRAMING PLAN OM*. N'' F THIRD FLOOR FRM W)WN0 P a { ....e.. Si.3 A O IT.I•d 1 I 3 I 4 1 1 • , I z I i KUHN RIDDLE = ARCHITECTS 28 AMITY .SUITE zB �� 1 7' 1 ST tri A M H E R S T ! t. 'f0 MASSACHUSETTS 01032 ' A u ,,t al 413 2 59 1630 ` - c-�'L" '-r.•.- .. -1� www.kuhnriddk.corn ------.M.11� °MB PERSPECTIVE -.. / Q —.•�$NQ DSSAVVOpF.00•K CV CIF ROOF FRAMING PLAN NOTES `Y Vw.i`�(T wt t,sEESp.f aAl SEx NOTES P N.tdwLsvE<Fxa wl TW..6+Yu Wal am AAA V�4se.� IF _ uw+wc MI, SMALL BE xnrww orzose PANEL,.SEE GENERAL NOTES. r+w+madAml al.•Mm+wu — l,PLO,RCOF ANO WALL CONSTRUCT..!MLA BE 61 A,omo4.-E VAN TnE �Imo Y,Rio WaAmY.ar.1 11.1•Inm Q • Q SOKAT®ON THE KLIM.✓CNtml Na.. „RCNTEnw w o.PR.oALSNsrEwrATIMS. II NWENDED..OREM.AND II Y A IWALL STUDS STA.VGGKALLT d Y w TNE>EONGAS wCN.S rs.aaE N 141 II N ii 14 'NEGATED IN'TYPICAL ROOF/P..00R OPEMNG DETAIL'.00 NOT SCALE OF,AN,S, ���• .-17.37 II 6,MAXIMUM WE.,OE MECHANICAL LARS(WOMAN°WEI04T OF Cll.,USED IN THE DESIGN OF 31/PPORTING CET MSERSS � CATE°O1 PLANS Trt R ii � N I u OF viKUNITS RAMS.INFORM C n .OGEN.,NOTES. I� ,.6,14--4INATESSEEwm.REma,NE,SEE...BEAMi HEADER r . WOOD� , I wR.00T,tCN.L.>wIALY,nf. .eeeNMMee II THIS SHEET.KW ACCT..N,oxwTON. au. II NONAT ES AO.POST LIP ,UNLESS /� wt® f^j •J - _ - �I s w.w INMATES 6.EC.weTway tMOtm"�o 9t OTHERWISE� NOTED U 1 IF Y II 4 I� NY,O,N. ,. a.T®H ,,.,. ry RH Ysaa.rw _WALLS _IIII� TOIECONSTRUCTED NNH 241A�T Wax... —wt p I r ORBNa�«OtE.. ® II .r*CMUM i I NWv 11 0� II I — I I moping 11 �n3 MENU •1. ®II / 1 WOOD JOISTBEAMIHEADER SCHEDULE - MAPS SIZE(WIDTH.DEPTH) COMMENTS w - li"-I, — — - ' S1 - - rx ,.,,,R. T.RTWIN e 1 _ _. - w Kt,34,10SI.AT,..c PUN _ C I' N L1 e N 1.1 Ofl.Yta Brut. ►+ al< 11 a II SA caf..R,IOFLw N;Y II ▪ tat.meLw PR I; a !' � II ..• - q,N.V,1,Lw I 1_' ' r _' NA (SH xvlw.wtwme.i+amm .at G.INI w.wIMJ ON vntt w.w iwomu.iHuma+ II Na DE,:woe L. i..mw.i N..ma R...N.. DevploN I, 0 1 sl -1 e WOOD FRAMING LEGEND i ', SYMBOL DESCRIPTION _ - - .INro.A.a,bH SC ae.al AMMON Chapel Street Apartments n I ' t J jw A ` Northampton,MA D -- .wGDYE.O wYMCA,.SNEAR WALL_ «O E e A O OReTw< N WALL SC `OR 0 0 # MU MGM ROOF FRAMING PLAN [ OW WALL Dm VI/ - r '. .4 t O ROOF FRAMING PLAT S l d M/S'�1'� u,m.F P/Tq I I 3 I . I 5 • • 1 1 2 1 5 I a 1 5 • ts- DM V.I.BEYOND I 67..MCSEEEK MaIP LONG AT ins ...1-• KUHN RIDDLE i ., ,.... V-II ME EPDXY MIMED i ARCHITECTS poo pp..,RN,N• .2 VAPOR BARRI.AT SEE PLAN FOR MIL CONO,SIOLAWKR OR GROYME DMIIMMD q V UP. PITERPR SUBS CNILY SEE PLAN FOR REINFORCEMENT L'i ME GRADE SEE MIL M AT Wax.4-- 4." SIMPE FORM TO BE PLIFD VS/COIMRERE REFER COLIMM E 28 AMITY ST.sun 2B RENFONCEMENT 41111.1.M11411/Ft7.:-..t77 ,,.., ..,.- ...ALL., AMHERST l:•--•--..1"11', .....-.1.1-1 -111= MASSACHUSh I lb 01002 ,L ff. "..1!,1 1 1-1 1 1=1;1,711 OPTIONRA. — R-7. ..— EM. 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SECTIONS APMFED LOW FILLER IN ACCORDANCE CONSTRUCTOR JOINTS AMY ONLY BE DEAD AT LOCAT 15: . ,LIAMLFACNNERS INS,MTIONS SPEOFIED FOR CONTROL MARTS.SEE SUS AND CET..IONS FON WALL — MOEN°OR MER. ..t.v REINFOCEMENT SEE SECTORS =1 1=11=11 i 1-1(I=11E:1 ....... R CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAX TYPICAL TI AR HAUNCH DIM F NSIONS =AIM 2,06 VERT MERSEELILLE DERIBILGDMEAMI TYPICAL SOG DI OCR OUT AT STEEL COLON( , 0/CSIL:TTanarDETAILSNOT TO E DETAILS TYPICAL 0 CONCRETE WALL REINFORCING DETAIL _ B MIE•2•T womux LOW a narrow. , BLATT. RENFORDIMINT PEE WICEPPROPE ELECTECAL NEW1010. LOGOICE.01.11051. 5 ••••••••••••••• 1 IA 1./. WEI----) MO MEW MET s ••••••••••• INIE MENEM RITERREI NOCE WARM In ' PT'EP'04 CiC EC:0 41 1 fel MEM ORME OCEPERWEIE 5510.0 R•SRL WEL NEE RAN -r IIIMENGLIEBI ACE .I. ' E.€110,. TO..saw. INEREN SUN 5•10ER WAL t LOP ANO SOT. (2>ADOL lb ISMS AT 71.SP OALV. MTERIOR ME VOLX0 NEM ®,ETY.Firt STEPPED rx./X I DETA/L OR SUM.FOR SCE. EA. OA 111.1IAM WALLS SCE NOTE I,TAR TOP MO SOT.Of SILAS IZED.'"*AV-LTLA.' I.AT RI S. L RD I.MAT. 13 AL ALIO 1-t' 1111‘111111111,MI I VERTEAL RENFORCIND AT SUSS USE RS MR. ''OP IM CET , _._ LOCORDNATEMM CONT.ANGLE vr WC T1431011E63 AMORMOLE MEER . CRILI SNAFT .WINEER ILA,We ERA.SOL T AROMAS AT 1.4r Iggi 2.T .APPLIES AT ALL ENINO T DE S IAIr ANO LARGE,. TAIL LS MIS kW, RN WALL SEE PLAN -C BIEL.M ALL CIRCULAR OPEN/NO•1E MIDLARGIEFIL cc.,10W-BCXT.1 WI MIL IC a EOM, C l.COORDINATE All.OPENING SCES AND LOCATIONS WM ARCLATECLARSAL It 11 EMU TO SCE AND AND MEOPAMICAI DRAWINGS. rriECAARED.FOR ADDITIONAL WALL REMMICING.SEE TAM. oss,ow, so • I SPACE.OF OMU SLAB.,PENETRATOR REINFORCING DETAIL, II 11 1 NALL RENFORMO Ll,d6 COM. ,I ,., ..I III i A OWE.NT WE 55.r ®Nrgi.C.r.:;k1.SLAB ON GRADE I WALL PENETRATION REINFORCING DETAIL STEP FOOTING DETAIL AT WALL PIPE PENETRATION ri,rr.THICKENED SLAB UNDER INTERIOR W000 BRG WALL DETAIL SCALE 0 NOT TO sz,NOT TO SCALE SS DOWELS AT ARA CONT. , L.,.L'..-—--:-. KEY IA Itr= 1 i!,f.44101111.4"YtN PI FVATOR DOOR SILL DETAK comes,o,ow , .-2 = . 1 ceIrs= 1 11'''' 1:00frAtOETAl• NOTE ! 'II Rev Nv Dowipdoo wooNG MWR 1 WRIER ORE TOPOA PIER I ‘ I j .SEE MAN= MII71AMM 61.A.' ilr 1...0.1 OEM NONSTALLED. ; WALL CH - • 55.5.-COWECTED CONC.PER SEE PUN AND REPEERE laralic SCAT MIN NSY2M. z ui WI ELEV. fi MO iTONIE/RM/—......ER sl, ' WEER.POR SC M. . PUCE WARNERS 11IXPT-4Z vERT,REMO..SEE PER SONEDME MI '' MIS TES AT Jo e TOP AND rc T.VILER SEE PER FOR REMAINDER LIMO 0111. BeOW I 1 maraca.mar rrr. Of TE SPACING ANO TIE e0,4, TOR REINA.SEE FTO 9.11EDULE 413MEM5iriFtw'MT"'"""'ViiiiiR ...._., - -- , _ 1=7,.... ........., 4404000.. 11.s..., INIMIIIIIIMIN ,..-..1,..—21 116 OCEELSAT115545 SI .11111111.111W. ...pl/./,,n,.1212111 U I6,.. . i I 1 ... C (.:)/...) i F.' : ' :1' t IV FrO EL E V.Noma Chapel Street Apartrne MS D , E " WATERSECM 211: ::.q. INDS BLIC-REI.PL. Northampton,MA D WT.C.5 PTO El I"...I 11' ! DPI COE.KEY Norms.; tr i 5555.10,4 PUN (.001110110411OULE ,,A7XFPNO LOC M. 9 MEM. rilltAn.yr... .1.4,4,15,g, EVEIREI NOWITTED MC.NOR PC*ANCHOR BO,IS 91165. MVO TO PM WEIS WRIATERIAROOMFM OF COM PITS. SEE ARICIL OWES MO WATERPROOFING FOUNDATION TYPICAL DETAILS - r NNE REM,PER PLATE EVIECAGOOPE SEE PCORNO NOECUR P.ANOE/1 BOLT TO PE WALL.van.NOME TPIIRO Cf SRI RATE iw. NAMD I'5,TYPICAL roonno a PIER DETAIL ®IrO'''''00R BOLTE DUAL - ®NTY07"Crt"ATM PIT B" rm. 054 NOT TO SCALE PRE- '.* S2.0 a 0.0.M I I Z I .,, . I 0 I 5 • 1 I 2 I r I 9 i 1 • WOOOPIALL ME I ST'PLArrn."' IA(.ili11-111 NI: gliES WOODS.PROPO I ROO.JOISTS.. ,.„.,, R.PALSAT re. MOOT CP WOLL 28 AMITY ST.SUITE 2B P.; IF Emmy mi. .1,14,& I __ A M H E R S T Mill :., MASSACHUSETTS 01002 413 259 1630 'ITI I 1:-..;.A-I - -....;,-. A 1 OC.B.10111POPRO ---"'—';')•' N 1—iM ' WWW.kuhnriddle.corn 9..0 FORP.00.10.1. •••:... 1 PROBROM glfargiCfac • RE.PT......WPAL •:-. MISTS.SEE RAN Pa.AT 0....WALL •.". :1, . •:• ace co.*:..CONT JO PT SHELF No")COONS .'r• coRT e.,...., .-r.ns...gg,L, FOP POCRIC.I...3 •.1,...::.• • .• .. ... •'. i ' ',. i .. 1...BUM Yo5i tamo.,...• , SPEL, MOLLIWI.MI POST OfTICT DOS 002 CON.LIK1.1 0.47-3 •'•:.;i 1 •• 1 '7...• a,..., oPHe-, PI IOW WA um$.u.s. 01.-BM11,(13t,00.4 ii:r.!., .'ij).I ei Big i.str...Doi Waal op...be reairommualma - ...,•/ OS MO.AT ire, ,..,... ,...-7.1,-i a.e edge ell....Imo ic I.:I a•4 ra is.• .-cl int ..• ••:•,1 .........4 Keenote./Geneol Notes ..t 1 .,•. es....... 1.::.•/ :...../ .::::: i.....;•I :TV li- ....;••- • 1 1 CONT......: .':. 1';'•f GRADE me may I ; (3).CONT IN FT0 1..t'•1 i.:.—- . ,i.....- 8 ! 0819bridM., 1 i=i 1 Li o• 1::friNS ,,,, 'JIM Gliiii ' -1111M P-:I'-21 a raj-4E BB _ r. _—' I-BF.ELP, -a 1- 112.:.' t........ . =I 1.,........ '..E.:I: NOTE011.3 ,, l- '•, NOTE.1106 ima-mim Yam woram maw. ,:c4A.,p,µ SP ,r r Mirfl= Tr. MIESIM _ 0 74B.N.11.7,10.1 SECTION 0 FOUNDATION SECTION ®3F0....UN.DiA.;110N SECTION _ C - Roe No Deapeloo Date - Chapel Street Apartments D Northampton,MA D i FOUNDATION SECTIONS f i I . S2.1 I l , 3 I 4 I 5 • • 1 I 2 1 , i , 1 , • KUHN RIDDLE l ARCHITECTS ,T..>Nnv = "' `"AL` 28 AMITY ST.SUITE 2B � DDA�Po" �N 0�I„I E� I TAMS ORM r PA A M H S R S T MASSACHUSETTS 01002 IOLTS �°"""�°� I� EMI 413 2 59 1630 B,«Eo,«�•.E j uox�BABE ENTECET.a. I e r / jr I:WM IILLTTIC• 1---..-•"l.—'•: It2,.. _ - �� waves.kuhnciddk.corn �e a� AB a OLD SAYBROOK .:`• _`'- ur n <F MDR If moE „RATE« POET ORIEL SON 002 Boo. Pao PaDB `s M E uw® ME T R����� liii O.ATRB,«L BEGN,m ARE BOLTS I sill*AIM RA I «P epeukaoa� AA �H.D aNa Ohs TEEL PROJELTON•NEMO,. 1.Ort WARS 2610AIS ON CET.ARE SWEAR AS A BMW AND 2 STEM.RATE S.22 BECOMINVOIEJFER R.LEBOTTI OF BEAK NO SLOES it. NOT AT EMBEDDED ENO sW.N.T.iawr DEPTH.VKLESSOTBE0OBE Norm ON P.,. BIBPIATE RI.N.OEPSN UED. K•rNo,•✓Ca.,ed Nae.. O 741Fg.STEEL COLUMN SASEPLATE DETAILS O ROf TOLOPENING DETAIL(JOISTS) O 110T OLTIMEEMBEP CONNECTION DETAIL 0 NOT TO SCALE ETAIL 1 R SCOBIKOCK AT � vAxa EpDEe II bWEa PEaw •m Flaaa 9 '.,, 1,....NAN AEAY WOOD RAN MEA•l, ll AT PANEL WOES �qy ERR EM.Y.BEIT AT AaHELE EADI JOIST OWAIL SHEATNG LAP DETAIL O WOOD JDISTIBEAM TO FLUSH WOOD BEAM CONNECTION DETAIL NOT TO SCALEHI NOT TO SCALE -- ,-, -I ____ _ C RNO. Dew**.N Dm Chapel Street Apartments D Northampton,MA D FRAMING TYPICAL DETAILS >N~ S3.0 ,. Dv.Ns P/Tq . I 3 I . I 5 • • WOOS SHEN... a. � R SEE FUN WOOD SWAN.. 'METERS.Vat. OE PUN ar» Eag a "� �— ARCHITECTS REP.S SEEro FUN 28 AMITY ST.SUITE 2B EF. o s..ra R — ....TEM .,. � A M H E R S T SEE Pl. A000 �N 7� Flrili - I MASSACHUSETTS 01002 1111111 MI *, 1 '£ M Eoa T. 4 1 3 2 5 9 1 6 3 0 - r: _ 1 0.me��t www.kuhnriddk.corn A'11 MOD NMI. OS RAN VIM ID WALL BEE 6NC61; Pp '11o� aK MOP WENN.. a NAN BIrNI M++h WNNL Adi..s.... nl N... 170 SE ry A news..r:7 �EUN Soler. YAWNS , N•meln/O.�n.INuaa R — ooa oq OOR ro,,.RNKA. Ea JO.TS, CONT.S.BOARD WOOD WALL SEE PUN INEEPIA14 NORM O FRAMING SECTION O FRAMING SECTION RAFTERS.VENT. WOCO COMO.JOISTS. .E„o.SEE ARCH NEE PUN Sff Pt. SEE PLAN 11 in � _ MR.,—ME MC.MT. M11- -. I WE PIM 81111.31te7D. Fr In G FRANG RA MI SECTION TRACING SECTION yµ Rev.No. D... GN r I RC as i D.I oca,- wom SKATING NCO 0E004. SEE PL. Chapel Street Apartments D Northampton,MA D so nw .Si MANGER, swam MS, R IRICO E.E oWOOD Wad SEE ue - - - a PLAN .. FRAMING SECTIONS S „t WIMSS Io . :; S3.1 I I 2 I 3 I 4 I 5 • 301.11.1.014..., , 4 ) KUHN RIDDLE ARCHITECTS �/ PANEL„ocEs.Er y ALTERNATE DEW.AT yyy yyy OETAILATWOOD ROAR SEE M. 28 AMITY ST.SUITE 2B r l EXfERWRWOODPLOOR 1 sw„,,..0 l I(JOISTSP6MBdfnLAR) t AMHERST ' L � w � EE xNED LE .1 _`WRL� L _ MASSACHUSEITS O1002 saPSDN�aD D«,N w�D dMDN D A.R. wNEREWALL d N.B.REP,P L�AGD __ PA NN GEE 1 Fr A LPL�o<Nx,G PER,E�TIGNB ,I� r.. I II RULowENrdriq ,I 1�1 ____ .-- ML,N,dMB— WWW.Ellhnriddk mm A � 4 1 3 2 �I., _,;;... ,emu p� l iilI; �- 4° ° [!=1 L eo..G ¢ B E EdAE + le PLAN ALL,.. rI SEE PVN ., ; LwYL SDHEp1LE sEE HArL.M. OSA�D C'>OK l WOODSHEATH. ',4 + HOLDCOAN OE DETAdLs.M • :4f ..a.. d bodnen y.aldddndGAs.L dr. WOOD_ L wAu scll®IAE PANEL SEE M / �y • __ .roL......ANeihaes,c.Yi w/J . WALL.SEE RAN ;L 4 .M. al A.M. SEE SdmAC M ReR..IWGe..,.1 Na.: li OM SS _ InDDdNi r ti C LVIA 111101YAm dR.LLK...... :"� .w w.LL.E D.-4, ri r..%,—+�rpp.M_ eE= 11 C0HE.IK ELGwo 1,1001.111. P.a" I II m r ii���I ��E.ff - J . .. A IDGENNaIGAT n ANaE - BCNEwLE _IMMIla SHEARWALL.1 OW CONNECT TO da. B FmSLL : T� ASENE ••- MInZI: gill El L OETAL AT WOOD FLOOR- . SEE PL.w TAPL. ERECTION A l Oa1O11ETE FOIMDATION TT (JOISTS PARALLEL) T _ ...1J - NO SHEARWALL DETAIL T TO SCALE _ WOOD SHEAR WALL PANEL SCHEDULE ALLOWABLE woo°SHEATHING PANEL I WALL PANEL TOP ANCHORAGE BASE ANCHORAGE BASE ANCHORAGE SHEAR NAILING PATTERN (•M'b0 FLOOR) (WVOD FLOOR) (CONCRETE FOUNDATION) (SEE PLAN) ),,,,,Es,sp, PaAN.+G rESBmN Esoxr ANcrgNs ... ���. MO MOM (I PER WHCKTIlN.1 iaxTs MLn Hr Hv-IM sP"O'° 0 nr ua AK (Sea. MAILS 618n1 frW:: IN�.+I j�Tl 717 ® 0 arc PRAEL GBALB N� 00500s ®leq,+arm I[6 IV Cu 6X.n.: XYIsiAnellGl LAMA RTAI0 RW9 �l, (WM )1w ea.,effiI[a $ } W-� 0 ,L(� ® ' Ind RIM MAX, ®_ cxw+ MC" ffil(Pe1W Da NAO CU RIM CU RNP3 RIME ER(MVOS AND BLOCIO 3)uro STAGGERED NN ALL PANEL OS MOWED AT A PANEL EDGES(MOS AND nadOa4 - THS wrBE nrcoNads�ED Br unrauaoaO+c aATAcrross xOnr p,,..,W. D.A..BEE CONDITION AT p0 _ HOLD DOWN SCHEDULE 1.110.161,01.1 AT - ..oT e.ae.A,e PEPEATED ALLOWABLE HOLD DOWN THREADED ROD END POST n.m..ND �^� ' eeIEY.I.LL BO "N yARK TERM.. (SEE PUN) _-. ETER _ - - ME.uKTM. .Ose.aet.LAN.M. SHEAR VALL �R9 NtnEL Iv TO END (G) e...'NTOCtimcAFIE KATE SED RECE SED _ FASTENERS NMI.SEa.M 4 MO N Buu M. ;_ Mt 2 UM' iT+Y I , (A• .) M MS S.e- LVL...'SEE PL., 1' LW SAIL vP W. O ..N.. Aa6. 'L'P80" '"'°weo uerm .." a • IlIa Chapel Street Apartments 6 �' _ Northampton,MA D D `� BEAK WEn.11 O ase.. ERN.• E .e meaiem � 1CD�Y ele OF Lrz eE.,«.SEE PLAN �, OF pL� "ill • r. I a.av( M.= Da -h g_ mlmuc aas• �.� Ail xEEEDUE r WOOD SHEAR WALL TYPICAL * "'"' "" DETAILS ® +aw• uw• OODD +� EE- Yi AT LVL[EMI EI S /.TIN EERY WAa I e..e alga; (A,•saq .. p'F MIDICULM TO WALLL jPARALLEL TO WNII Pow WWII fO WOOD SHEARWA L SCHEDULE S WOOD HOLDWPN4 DETAILS a` l▪ 'Ia' S4.0 NOT TO SALE QNOT TO SCALE D�..F YA><Y Ca 1 1 2 I 3 1 4 1 5 A KEYNOTES CMU WALL REINF.SCHEDULE ,O O O O I I I xUHN RIDDLE swam DESCRIPTION DESCRIPTION REINFORCEMENT ARCHITECTS CI. R�a.RSENOREWORm„BRxHEDLEFORSZE _ ® 9. a.TMR 2B AMITY ST.SUITE xB 3 illr Q wm. R1.45HO,EREHT. 6a,BE,e.AraMwT ® MONO- ro�rEAro.Ne A M H E R S T Idl 9 I I' 9 O Rao�w GROUTED SOUO w'ow,am.COURSE PLACE REP*.COTE COURSE SRERE � .T ALL FLOOR ' R MASSACHUSETTS01002 © TR.a eR.AT.R iI- & } — Tw�BdroSEAN.LONER WHERE —' 4 l 3 2 5 9 1 6 3 0 .,��^ �'RF EELE: NB.N,i -4,,1 : ;- ° 6 Z.FOR PIN 344.1.LOCAT0143•410 MEAT SEE ARON 1 SEE ARON MBE FOR LEGIONS Or CONTACT-JOINTS.CO AT O OE SWILL E6.anm w,n-CONTROL SOWS 4/1114N 37 mR,rx OR Hv,¢Oxrri REINFORCEMENT CORNERS.ARO EAC35 SIDE MASONRY CISEN•434. O / �„ g O BaA3S ..�Es.E N6N<.CRRDEN PROVIDE REIRIFORC043 wd.»s N CM/CELLS LBUPPEO L� _ �. R�REV N � TM� .�R.mR 6. .CI,.BB R., .'»,�,,o4a .1, BE�RB,R7Fa. ' G uRBs MA..yrbrN.•rY Mn.NNa.,•�,E I � E RNe yam WALL oL�NE PROVIDE PLACBOTTC41 OFEMENT Ra,o BEIMN B0.H COURSES FOR A NNW„R m 6-0 aeRa .414443•3...,.. `�d..µw,adia I•'. t s i_, R' Q . �., ,Z........,... • " ev as.,corr Kepw,eJGmevl Nou.: VERT.FULL HEIGHT REITIF PI SCUD GRCUT.TYR AT WTI GI 0 Ans .. REwRww,,.., B,ouB �-..E "BO.�® SOIL . 1.ET INTERCO PARTICRISNNERE NO FOUNDATION IS MERP T. ATBOTTa,mRW. 0 LR E. ° ".0,B,RRa R, E,r E..ERR,,R,. 2 PROVIDE 48 VA C44 LAPS ANEW REQUIRED. R O NO CMUTTO MASONRY WALL REINFORCEMENT DETAIL SCALE B IMBUE ...o,.,.BIMI0.. STEEL LOOSE LINTEL SCHEDULE Ea ES E _ _ (NON-BEARING MASONRY WALLS) 1111 I covert RWaN REBAR a FR j �/���� WIDTOPENIH LINTEL SIZE EAc.BEARINGE. REMARKS ' ` ' COARSE GROUT — / I i - '-'SOLO GROW OR y p.a,n. ,.''� I AEaw,EBNTA INRUNIr ALL NICI 40. WEL WARM t uaanaem r UV CMS WALL BNENTWALL 11NfEl3CIIEDIRE 11131,0•RCESIEBT SHALL NM / WE aaEOaE MESPE. OWM ,..ana ' Y KapMY DM . onma•,m. ,2V•FUEIR Y Mk COVER STAIN RERAR a OFS �/ mEMHovom /� _TS1,N. b,r.vw.T-,' ice• we,FF r rwRwn wmarTa•MIL Wen.EPoamE ,w cwa ,E. wYRNOR- ,aw.,.oY•ma.,a•.,M i MOM ARE ERPR %/ CN LESS T.RHumR�HR .Rm�ONE a. w.•,r.( II • . r N,EAE1.WEISAREREa,REo .d wama.a•.N. awF. al N•. FHa„EH.E.E, 3-43 PROVIDE spEmmer.� GROMISABa�..•RR THROB, =< wmAaRRR�:;°r.;°m.w a..aa:AT::.M „� R rAT,re EASE 0..3ERTH.Ra» =vlo.gt Toes a:F,Ar�E -- — -3- S.COITRINVE WALL VERTICAL PEW THRUM.BEAR 8/104 . u ALL Ba BF.II CELLS TO BE GROUTED SCUD TYPO (I-LAYER OF (EH-AVERS OF ECA HNOS OVER 10,,PROEM LB-s.s„.ANCHOR BOLT EACH REINFORCEMENT REINFORE O STEEL LOOOSSEEUNTEL SCHEDULE IN NON-LOAD REARING MASONRY WALLS O MASONRYUNETEL SCHEDULE RI NON-LOAD BEARING MASONRY WALLS O MAMASONRREINFORCEMENT MIN.COVER DETAIL DOWNS.BARS. LE B1 s- ��� 5 TB 1344. R.+.NR. D•vymO $1[ 1`" w.EASEcrw 1 � FFB1(SL'EVI WALL .•aEc,nRS WALL CORNERS , Chapel Street Apartment, D I'II gad Northampton,MA G Ya R �, E.WALL BARS. RSEE SCREEN. I MASONRY TYPICAL DETAILS a wn n,O ^wE+ NOT TO SCALELLREINFORCING TYPICAL CMU PLAN DETAIL `5�.F YTS •0 I 1 - I 3 I 4 I 5 J City of Northampton - " kt Massachusetts A��5' c'<< ;* DEPARTMENT OF BUILDING INSPECTIONS y. 212 Main Street • Municipal Building O'• CD Northampton, MA 01060 dsih,.. `�O CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: K-Joar /cam Location of Facility: V 014/ �ccycL , OGiii /AnyLt rcX/ � 0/06 0 The debris will be transported by: Name of Hauler: tconwood Zviyc/cre Signature of Applicant: Date: L) _ The Commonwealth of Massachusetts . Department of Industrial Accidents c ;�� n� 1 Congress Street,Suite 100 1 E_ Boston, MA 0?'114-2017 Lh Tvt¢` www.mass.gov/dia 11 takers' Compensation Insurance Affidavit:BuilderslContractursfElectriciansiPlutnbers. 10 BE FILED'WITH liii:PEltmiiTiNt;AI'THUklT . Applicant Information Please Print Leg ibis Name(iBusincssu"Organizstion/Individual): Softwood 6w/c/ d Address: al f 4.„27, e, _ C'itv+'State�ZiAa O/OOa Phone /ooto :kre you m employer"('beck the appropriate box: Type of project(required): 1.0.a onpkryin veldt __ employees Caul{wain part-ti na' 17. y�l/Mew construction _'.3 I am a sale pioptietarer partraahip and have:no canploycrs wurkilg fur me in 8.I0' Remodeling any capecity.(No workers'camp.msurance naleiruf..l 3.�I am a honeom.na doing all'Wu irk myself.lNo m.rukcas'comp_insurance nywrc i I 9. Demolition 10 0 Building addition a.❑1 am a hunlcrrm.ns.and will be hiring ouchactor%to conduct all work on my pn -rty- I will censure that all contra:ma either nerve workers'coingenr,auxin insurance on arc sole 110 Electrical repairs or additions proprietors with nu employees_ 12.0 Plumbing repairs or additions S i am a general contractor and I have hired the sub-contractors listed un the.attachoLl shed These sub-contractors hair employee%and In%c workers'comp.uuwrancc.- 13.0RWftepail5 b.❑We are a corporation and its officers have exercised their right of e.xcanptiu n per kb&e. 14. (]IMtei. 152.i 1(#),and we have nu trapin 'cs.[No worker.'comp.insurance minimal 'Any applicant thin chucks bus#1 snleat also fill out the section blow showing thew workers'cwmperatki a policy itformation- *Homeowners who submit this affidaiit indicating they arc doing all work and then hire twi ndc cuatrstlars nos submit a nen affidavit intik- ng such. :t-untn icon that check this box must attached an atkhtiunal shcci sham.ing the name of the sud►ccnuretrws anal shale%halter t not those entities haw enispknvices if she sub-contractors iusre implu}axes.they must provide their workers'comp.policy number'. i am an employer that is providing workers'/compensation insurance for my employees. Below Is the policy and job site information_ pay I`(1�✓'/JTvo,/ — Insurance Croat n Name: _ Policy#or Self-ins.Lic.#: y✓,1ZBOO8Ot2.(G‘Cfo'Do'o1.4 Expiration Date: (1,0/�3 Job Site Address: (./ 6 CilyState',+Zip:,LLAsynj r,,jig 0/060 Attach a copy of the work compensation policy declaration page(shiming the policy number snd'espiration date). Failure to secure coverage as required under MGL c. 152,*25A is a criminal violation punishable by a tine up to$I.500.01) and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator_A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance ceoserage verification. I do hereby c-erti •on r the ins and penalties of perjury that the information provided above is true and correct Signature: Date: t.5A airj Phone rt': /'L3 _d. i�'/ O l)JJ'iriul use only. Do not write in this area,to be completed by city or town official City or Tow.: Pernik/License It Issuing Authority(circle one)= I.Board of-Health 2. Building Department 3.('it;:-1 ussn Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone It: DATE(MM/DD/YYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE ihii../ 04/14/2023 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 policy(ies)must have ADDITIONAL INSURED provisions or 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 CONTACT Kathy Parker NAME: Alera Group,Inc. PHONE (413)586-0111 FAX (413)586-6481 (A/C.No,Eat): (A/C,No): Webber&Grinnell Division E-MAIL kparker@webberandgrinnell.com ADDRESS: 8 North King Street INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A: Selective Ins Co of Southeast 39926 INSURED INSURER B: Selective Ins Co of S Carolina 19259 Sunwood Builders,Inc.,DBA:Sunwood Development Corp. INSURER C: A.I.M.Mutual/A.I.M. 33758 Attn:Shaul Perry INSURER D: 84 Potwine Lane INSURER E: Amherst MA 01002 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2341420187 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 500,000 MED EXP(Any one person) $ 15,000 A S2399055 03/04/2023 03/04/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ — B OWNED X SCHEDULED A9108082 03/04/2023 03/04/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS XHIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY P's_ AUTOS ONLY (Per accident) Medical payments $ 5,000 X UMBRELLA LIAB — OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE S2399055 03/04/2023 03/04/2024 AGGREGATE $ 1,000,000 DED X RETENTION$ 0 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N 500,000 C OFFICER/MEMBER EXCLUDED? W ANY PROPRIETOR/PARTNER/EXECUTIVE N/A MZ80080056582022A 05/22/2022 05/22/2023 E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) City of Northampton is listed as additional insured with respect to liability as per the terms and conditions of the policies. RE:31 Chapel Street Northampton MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. 240 Main Street AUTHORIZED REPRESENTATIVE Northampton MA 01060 /P r�- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD