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18-009 (5) BP-2021-2198 60 DAMON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 18-009-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2021-2198 PERMISSION IS HEREBY GRANTED TO: Project# ALTER ROOF Contractor: License: Est. Cost: 10000 Const.Class: Exp.Date: Use Group: Owner: GREEN DELTA HOLDING Lot Size (sq.ft.) Zoning: GI/WP Applicant: GREEN DELTA HOLDINGIVAN FILEV Applicant Address Phone: Insurance: 1459 BANCRAFT RD 4103706330 BECKET, MA 01223 37 UPLAND RD (508)287-0676 BOSTON, MA 01752 ISSUED ON:11/19/2021 TO PERFORM THE FOLLOWING WORK: ALTER ROOF TO ACCOMODATE NEW PITCH 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. Signature: ( . , �v yQ O11.°1 I .' Fees Paid: $100.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner The Commonwealth of Massach se is NOV 1 7 2021 Office of Public Safety and Inspectio Massachusetts State Building Code(780 CM ) DEFT pF su IN Building Permit Application for any Building other than a On 'LIT X RONs I (This Section For Official Use Only) Building Permit Number s o� 41 14 Date Applied: Building Official: SECTION 1:LOCATION (acO Do,, 11/cif e'n. 6/vpo 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 here 0 or check all that apply in the two rows below Existing Building Repair 0 Alteration A Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes fib, No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No Elk Brief(Description of Proposed Work: J /d Ik Cc I -Q -V J ob C h.ac� �pi —/ 5..,0, , ,,, �) 44- di 4 l.`"ib.- 'I' 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) CI 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) / /24,11 / / Z "'- Total Area(sq.ft.)and Total Height(ft) /2 D O (5- /20•3 /c_i— — 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❑ I-3 0 I-4 0 M: Mercantile 0 R: Residential R-ID 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 CI IBO IIACI IIBCI MA IIIB CI IVO VA C VBC SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Licensed Disposal Site 0 Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be P 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 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE 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 Name and Address of Property Owner 1 OA NV /1_ ► 0/222) Name(Print) No.and Street City Town Zip Property Owner Contact Information: (0(11/Utit -- 109 370 - 3 - Sfb'�L_ / Cus w�kCih'fail a a-)? Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: L( TuNI+sIU� lu s(2) cre� d o ZZ3_ Name Street Address City/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) I J(,(,vl 11-ev c 2 0676 j-FIeu 0 (V6(44,4'letAca''t (4 427 e Name(Re ant) T leph a No. e-mail address Registration Number 31 v QTC Q ��, 0i1 tVit, . D/1n � z 2 - Stree Address City/Town 0 State Zip Discipline xpir lion Date 10.2 General Contractor Company Name Name of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town State Zip 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 0 No 0 SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1010 0 3 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$ . 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ ' 0 l 000 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. a` tv-k` ct Ou -tz i2-370- r ZI Please i�t�and sign name Title Telephone No ate Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: (. 'l i Ar- 51' g 3/ 11 a` Name o D to ' The Commonttiettlth of Massachusetts f► Department of industrial Accidents 1 Congress Street,Suite 100 Boston,MA 102114-2017 www.mass gov/dia 11u1)+ers' ('OM pLn%ltion Insurance Affidavit:Iluiklerrl('ontractor Tiertririans I'lunibers. Ii1 BF 1:I1..E1)WTfll THE PLRMi7TING a1111ORLfl. Applicant luiorutatilrn Please Print I.rttibh Name(Busrt►css arnzatwn lndi'idualt: ( /6)CiM /74 v"c-Q 4 Address: Ul 0 Pü-s' o-i City/State/Zip: t"( � /060 Phone#: Q/) T3740 633 C) Are yaw so employee Chock the appropriate : Type of project(required): 1.❑I sal a winkle,with cnlptoyecu thin modem bole)•• 7. 0 New construction Ofairra wok pruprictur or fwa no tnship and havec I yce%wt•rkuo Ii'r me in 8 fj .$cu odcling arty Capacity.INo workers'comp.nucurance required.] `� 30 I am a homeowner doing all work inysiAl JNo workers'comp.. c.iturauce raywrcd.J' 9. ❑Demolition 4.fl 1 am a I nrouwn ct L and will he hiring contractors to evaded all wank..0 rids pruperty. I will 10 Q Building addition Cel.lih that all outor:Y.Ycrs either have workers'imenprusatiun insurance or are,wile I i.❑Electrical repairs or additions proprietors with no crnpluycti's_ 12.0 Plumbing;minim or addition 50 I am a general contractor and I lose hired the soh.contrack.r.Listed the attached sktit 1 ORoof repairs 'these sib-contractor.hryc anpkuticc,and how wut►cr.'comp.ac.urnateC 6.0 We an:aourpiiration and iv officershay c cacrcy,icd!licit ritli tot exemption per Will-c. 14.fjOther tn.f 1(4),and we has c no cnipl'cc..[No awnrlicrs.connp.i n.urancc rcyuiraL] •Any applicant that checks bum al mint also till out lc vitithnr below%boNing their%urkcv vonipcn.atiun pnlic} uifrnmaii m. ♦•Hotaeownets who siilimn i this Jt'tsdn mI indicating they a cluing:1II wink and rtocn hint'VUtsidc c.lilraaanct hint tLLtniut:Y WV.affidavit indicating such.•t intractoes that check this box roust attached an additional.hold.b.winF the minx.,t tIK .tl,-cuiir'acti.rs and state...hetbcr if nut thine amities have cinplowt-t_ If the sub-contractors haw cn ,It.y,x..they Mina form 1dc their wltrker. troop.flolic_s trtanl'ct. I am an employer that is providing workers'compensation insurance for my emploJees. Below is the policy and joh site information. Insurance Company Name:_ — Policy#or Self-into.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy dedaratioo page(showing the policy nfmrber and expiration date). Failure to secure coverage as required under MGL e. 152.1125A is a criminal violation punishable by a fine up to$I.5(ICt.00 and/or one-year imprisonment.as well as civil penalties in the form of a STOP WORK ORDER and a fare of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of investigation,of the DIA for insurance coverage verification. I do hereby ter*mrderthe' ,u n altie s o f larrfury that tke information provided above is true mid correct. Signature. — uatc: I1//7 /2- pht,..,ft: - 3 "3 Official use only. Do not write in this area.to be completed hi city or town official ('its ur l ossn: Permit/License A Issuing.luthoriti, circle one): I. Hoard of Ile:tlth 2. Building Department 3.('it fl unn Clerk 4.Electrical Inspector 5. Plumbing Inspector (r.Other ('onlact Person: Phone 4: Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 9th edition of the Massachusetts State BuildingCode, 780 CMR, Section 107 e• Project Title: Foundation Plan Date: 11/16/21 Property Address: 60 Damon Rd.;Northampton,MA Project: Check(x)one or both as applicable: New construction Existing Construction X Project description: Alterations to Existing roofs I Ivan Filev MA Registration Number: 48078 Expiration date: 6/30/2022 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. cfrSN OF Af4stto Enter in the space to the right a"wet"or o� IVAN B. SG electronic signature and seal: a FILEV g. STRUCTURAL. ti No.48078 4 9 � 4 /ONAI ENG Phone number: (508) 287-0676 Email: ifilev@ivanfilev.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 1 1 2018 2x10 FASTEN TO(E) PURUN WITH 3 ROWS GENERAL CONTRACTOR TO 024"O.C. #8 SELF-DRIUNG HILTI SCREWS VERIFY IN FIELD BEFORE ELEVATION VARIES DECKING PLYWOOD INSTAWNG THE POSTS (N) RAFTERS 1%" NEW 2x10 012" O.C. AND (2)-2x10012" SEE PLAN NEW 2x10 012"O.C. — ELEVATION 16.-8" (t2', SLOPE it 12 AND(2)-2x10012- SIMPSON LSTA24 TIE EACH O.C. 0 RTU LOCATION: FASTEN TO ND Mill �LO.C. 0 RTU LOCATION EXIST.TO NEW RAFTERS BOARD WITH 3-12d T•3 AIL 2'-• _ —� EXISTING STEEL �'ELEVATION 15'-8"t ELEVATION 15'-6' t TRU55 TO REMAINGIVERIFY IN FIELD VERIFY IN FIELD �� S > (E) RAFTERS 2x10 SIMPSON H2.5: EACH m TO REMAIN \1 RAFTER: EACH SIDE a 3 ib I. (N)SHEATHING mm HSIMPSON 3 EACH HURRRAFICANE TIE c ir Illl 11 SIMPSON H2.5: EACH , Iln �/� `_ 2x6 CONT. I -, II RAFTER; EACH SIDE (TOTAL IIIIII EXTERIOR WALL :H OF All II N (E)COLLAR TIES OF 4 EACH RAFTER) IIIIII / / I I \ \ 2x6 0 12" O.C. n24`','IVAN ecsc(E)RAFTERS 2x10 IllUl (REINSTALL IF 111111 / m TO REMAIN REMOVED DURING A 11111r a FlLEV r, BEAM INSTALLATION) H STRUCTURALNEW BEAM-1 SEE No 48078 J. PLAN FOR SIZEIf L NEW BEAM-2 SEE PLAN FOR SIZE 4•►�, e i '" (E)RAFTERS TO (N) SIMPSON LLC5.25x4 ` ,)C (N)SIMPSON OUTSIDE .5x4(FOR ' • `GNALE^�' (FOR 4" OUTSIDE DIAMETER) ,M. RE •'"^" ►__r WM (N) COLUMN SEE PLAN (N)COLUMN SEE?0.D. I u _ ' 4'O.D. J (E)W� i + NEW BUILDING BY j Z OTHERS O SECTION O SECTION O SECTION ON 1 SCALE \•-1'—o SCALE 1•-1-0- 5 I B SCALE 1•-l'-o (N) 96" PLYWOOD ELEVATION VARIES DECKING S (N) RAFTERS ELEVATION 16'-8- (t21. SLOPE jAz.L2 SEE PLAN 1 � F .L (N) EXTERIOR F bi SHEATHING SIMPSON HURR E TIE H3 EACH - 0 X- 2x4 CONT. (TYPO n m a E NEW BUILDING BY OTHERS / e Q c /806 0"' z ¢0 �1LTI SCREWS T. B. iStLF-DRI NG Cc] m 0 > 3 Y NEW EXTERIOR WALL > m 3 m 2x4 0 12"O.C: .„a t" i n si L`' 1 o8V 3 (E)TRUSS BEYOND *4 g re°D TO REMAIN '>rn 0 o I (E) STEEL BEAM <0 VERIFY IN FIELD n ow <p n I-- C,_ 0SECTION 6 SCALE 1--1•-0 S 3 A 2021.044A GENERAL NOTES WOOD NOTES 1. BUILDING CODES AND STANDARDS USED - 1. ALL STRUCTURAL LUMBER SHALL CONFIRM TO THE LATEST I MASSACHUSETTS STATE BUILDING CODE (NINTH EDITION), EDITION OF THE NFPA "NATIONAL DESIGN SPECIFICATION FOR 314"LALLY MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER WOOD CONSTRUCTION" AND SUPPLEMENT "DESIGN VALUES FOR COLUMN STRUCTURES ASCE 7-10. WOOD CONSTRUCTION". 4-6/3"4 HILTI NEW SLAB-ON-GRADE o EPDXY RODS w/ \ 2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN e"MIN.EMB. 4/3-3'-2"LONG REBARS 2. ALL STUDS, FL. JOISTS LINTELS AND PLATES SHALL BE (TYP.FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE SPRUCE-PINE-FIR No.2 OR BETTER WITH Fb=775 PSI; ASSUMED 2"(V.I.F.) EACH WAY) , , ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE EL-TO MATCH EXI NG w Fv--120PSI:E=1,400,000 PSI. ��7MYM8 IMr AFFECTED PORTION OF THE WORK. _ c 3. IT IS NOT PART OF THIS DESIGN TO VERIFY IF THE 3. ALL NAILING SHALL BE IN ACCORDANCE WITH THE ��7.0%__4IIIIIIIrin ` �HOF MASSACHUSETTS STATE BUILDING CODE FASTENER SCHEDULE "�s EXISTING BUILDING COMPLY WITH THE PRESENT FOR STRUCTURAL MEMBERS AND ALTERNATE ATTACHMENTS. 'Z � Mr. b �'`MASSACHUSETTS BUILDING CODE. gim 0 WAN B sc ( 4. PROVIDE DOUBLE STUDS UNLESS NOTED OTHERWISE ON II' a 4. CONSTRUCTION CONTROL SHALL BE PROVIDED BY THE 'lilliiiMM 3 STRUCTURAL H OWNER IN ACCORDANCE WITH THE MASSACHUSETTS DRAWINGS) UNDER ALL HEADERS, OR BUILT UP BEAMS UNLESS 3' CLEAR ti> eao7e NOTED OTHERWISE ON DRAWINGS. SUCH STUDS SHALL RESIDENTIAL BUILDING CODE. THE CONTRACTOR/OWNER 4y5 SEE PLAN FOR SIZES NEW FOOTING Q ,; 4-' SHALL COORDINATE WITH BUILDING OFFICIAL ANY INSPECTION CONTINUE FROM THE POINT OF LOAD TO THE FOUNDATION. EACH WAY -6"x7-6"x1'-0'OR AS REQUIRED BY THE RESIDENTIAL BUILDING CODE. 2'-6"x3'-6"xt'-0"SEE PLAN 5. ALL POST TO BEAM CONNECTIONS SHALL HAVE A METAL FOUNDATION NOTES POST CAP UNLESS OTHERWISE NOTED. PROVIDE WOOD O SECTION m BLOCKING BETWEEN JOISTS IN FLOOR SPACE. SCALE 3/4"=1'-0" 1. THE BOTTOM SURFACE OF EACH FOOTING SHALL REST ON a UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. THE 6. ALL STRUCTURAL LAMINATED LUMBER SHALL CONFIRM TO rn DESIGN BEARING VALUE FOR ALL FOOTINGS IS 1,500 POUNDS THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION '� PER SQUARE FOOT. FOR WOOD AND SHALL HAVE A MINIMUM ALLOWABLE BENDING i I Fb=2,650 PSI (GRADE 1.9) MOE=1,900,000 PSI OR BETTER. NEW BUILT-UP BEAM NEW BUILT-UP BEAM o � 2. THE BOTTOM OF EACH EXTERIOR FOOTING SHALL BE A WITH (3)-LVL13/4'x11 36" WITH (2) LVL134"x9)¢" A- 2 o: MINIMUM OF 4'-0" BELOW FINISHED GRADE. THE ESTIMATED 7. DO NOT JOISTS.OE-NAILS TO CONNECT LVL BEAM TO POSTS SY4" 3X2„ 6 ELEVATION OF THE BOTTOM OF EACH FOOTING IS INDICATEDb THUS [O'-01. 8. CONDITIONS NOT DETAILED ON THE DRAWINGS SHALL BE IN 3. WHERE REQUIRED BENEATH SLABS-ON-GRADE, ACCORDANCE WITH THE MASSACHUSETTS RESIDENTIAL CODE, STRUCTURAL FILL SHALL BE COMPACTED IN 9 INCH LAYERS TO MASSACHUSETTS BUILDING CODE, WCD6 "DESIGNING OF WOOD a AT LEAST 96 PER CENT OF MAXIMUM DRY DENSITY (98 PER FRAME STRUCTURES FOR PERMANENCE" AND SIMILAR WOOD o (- CENT AT TOP 12 INCHES DIRECTLY BENEATH CRUSHED STONE FRAMING MANUALS. c� ,0 16 LAYER). STRUCTURAL FILL IS REQUIRED FROM THE TOP OF 4 THE BEARING STRATUM TO WITHIN 6 INCHES OF THE BOTTOM DESIGN LOADS 0 IA c2 OF THE SLAB-ON-GRADE. 16 FASTENERS-2 ROWS OF SIMPSON F to 1. DEAD LOAD-ACTUAL WEIGHT OF BUILDING COMPONENTS SCREWS SDS Ya x3" ® 16" O.C. CAST-IN-PLACE CONCRETE NOTES 9 m 2. LIVE LOADS n 1. DESIGN AND PLACEMENT OF ALL CONCRETE WORK AND A. ROOF LL 20 PSF FASTENERS: 2 ROWS OF SIMPSON BEAM-2 0 REINFORCEMENT SHALL CONFIRM TO THE LATEST ACI CODES SCREWS SDS Y4"x5" ® 16" O.C. < O AND MANUALS. 3. ROOF SNOW LOAD SL 35 PSF 3< 1SNOW DRIFT ® hc=6' 50 PSF BEAM-1 cxi 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ® HC=1' 20 PSF STRENGTH OF 4000 PSI (NORMAL WEIGHT CONCRETE) AT 28 3" 0 ff 3 m DAYS (UNLESS OTHERWISE NOTED). 4. WIND LOAD 0.6WL ±19 PSF r 4 > m m = 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, 5. ROOF TOP UNITS (MAX. OF 2) 1,200 Lbs./UNIT w O. 2_1 i Z O. o n v GRADE 60 (DEFORMED). d o m>H 2 1-44. DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE IN i' )11.71_ )-2x10 <o ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAIUNG a° N MANUAL 315. II FASTENERS-2 ROWS OF ..0 W.- 12d NAILS • 16" O.C. 116 n li E <o 5. CURE CONCRETE IMMEDIATELY AFTER FINISHING IN ACCORDANCE WITH ACI 301, ACI 305R, ACI 306R, AND ACI TYPICAL DETAIL DOUBLE JOIST 308. OTYPICAL DETAIL Si A N.T.S. 2021.044A I . NOTES � 1..:-::-ram-. O E — - 1. • INDICATES DIMENSIONS TO BE COORDINATE IN r NEW COLUMN 4'O.D. • _ F...c NEW COLUMN FIELD. STANDARD PIPE OR • 2. VERIFY EXISTING SLAB—ON—GRADE; IF EXISTING BETTER(IYP. ALL 4 SLOPE i"t/12" COLUMNS) i ""' FOUNDATION SLAB IS 8" THICK OR MORE, INDICATED ON s J F1y ! .,} t)( _ ....... _... ....._. THE DRAWINGS NEW FOOTINGS WILL NOT BE NEEDED AND rc NEW FOOTINGS W e w • ,� THE POSTS BASE PLATES CAN BE PLACED ON TOP OF 2'-6'x2"-6'SEE NOTE I Na - ... ...��..-. .. .= _o .___. .... . .. ..3._.._ THE EXISTING CONCRETE SLAB. < #2 BEFORE CUTTING 1 p . . m __ v G THE SLAB(TV?) �� ` o^y� 3.^;;•;;;}rINDICATES AREA ONE RTU UNIT IS ALLOWED, • n7 • e 'w�f EACH CORNER OF THE RTU MUST BE SUPPORTED BY 00H of ktxpitn w �, §a CURB OR WOODEN PRESSURE TREATED SLEEPERS ON * ryAN B. yc < MINIMUM 2 DOUBLE JOISTS. m -,,I,, 20O Q ' fl, fO NW FILEV y I9 tSlr/ .. _ _.. m .. STRUCTURAL y "6 jo , 4. INDICATES %" OSB DECKING RATED FOR RAFTERS 0 " I`,. 1=o78 13'i "S� I ; - 12" O.C.; FASTEN AT PANEL EDGES WITH 8d COMMON 4''5 19 t.4 I#- z NAILS AT 6" O.0 AND WITH 8d NAILS 012" TO %' oP 2. • ...' la SUPPORTING FRAMING. r— -1 i I i I © o • m 5. SEE DETAIL 2/S1 FOR MULTI-PLY WOOD BEAMS. _ 9 i • . . 'm —_ NEW COLUMN 2Z•`` 446. GENERAL CONTRACTOR TO COORDINATE WALL SUPPORT - a w �' m ON EXISTING STEEL BEAM IN THE FIELD. BEAM SIZE MUST 1 z z » BE INVESTIGATED AND ANALYZED FOR THE NEW LOAD. ,4" LRooF muss- \ a. -•- - _�_ REINFORCE EXISTING BEAM IF FOUND UNDERSIZED FOR VERIFY IN FIELD r —� ► — - w-.__. �. yyy1 Z _I r� Nam• (E)ROOF TRUSS TO REMAIN THE NEW LOAD. I g i NEW FOOTINGS IA I 1 8 • O 2'-6'x2'-6'SEE NOTE L —J 1 '71 I NEW COLUMN w 6 #2 BEFORE CUTTING O� o THE SLAB(TYP) I Y_ ,� t _ I W r3 M a b � o 4C Pit NEW FOOTINGS NEW COLUMN <i N cV a . S'-6%2.-6"SEE NOTE ;F b ' #2 BEFORE CUTTING i.3i 01 . THE SLAB(TYP) r —1 1,, z w N * —le.' (E)ROOF TRUSS TO REMAIN rL ROOF TRUSS 'e VERIFY IN FIELD ` 1 I �: �.. .. re-be- " __ LO m -\ 1 N t 0 pp L——J ' y. ... 2:_Or NEW COLUMN < E ty e. < u lja�f •Y 1 , '4 I � u c I 2_O. < m 3 Y o m 0. S s m NEW COLUMN • t ; >z ; NEW FOOTINGS T q NEW COLUMN La. 9 Z 2'-6"x2'-6'SEE NOTE�I-1 • 4 z v .] i n\ s3 /2 ORTHE E CUTTING T 1 _I C Yi z . U. ? E (TIP) • �f I Zuonu -- CLmi L —J . 9 21 c <0 0 RE(E)ROOF TRUSS TO MAIN _I, N n u m 1 25•_BRtOOF I ¢ROOF 25•-6•" = o1- FOUNDATION PLAN ROOF PLAN S2A SCALE 3/16" = 1'-0" SCALE 3/16" = 1'-0" 2021.044A City of Northampton joptN�Ar'gP>o�' `S " 'Vc Massachusetts a�2 'c lc; /1 I,.... .1 W. .N ` ' in * DEPARTMENT OF BUILDING INSPECTIONS y 44:,; 5' 212 Main Street • Municipal Building Ar,17 Northampton, MA 01060 SNAy 3 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: Location of Facility: AyptiThe debris debris will be transported by: Name of Hauler: /73 PO,////t (_e% e Signature of Applicant: Date: 1/ 0/ 2/ CITY OF NORTHAMPTON SETBACK PLAN MAP: 1 f3 LOT: Ci LOT SIZE: SL OJ g yid S f ‘4- REAR LOT DIMENSION: REAR YARD This column reserved ,firr use by the'funding Department EXISTING PROPOSED REQUIRED IRED IIY 7,(1 I NIIn(, IAA Stine S-00) 440 1 I-U �)c,Ljo ,1.. 4 ( Frontage Setbacks Front 7q -� L4l 79��>Ze�l / ZL� l i Side L:30?7' R:2 4,916/S/L:302 7 R:240/.61(S-/)/: /S.I R: / S Rear 5/ / 1 67 0 i ) 6 c3.43(7 20 t ) z 0 / Building Height i74 III 4 ' ��A/4-X Building Square Footage 12-00 sf-0 3190 5k U . __--__ %Open Space: (lot area / / minus building a paved `7 20 fv 2 2_0/c' 2(7/a parking • M of Parking Spaces O�X� S S rt,6 N�f ��, .( brGtJUoIVONS l c TI0Of j4L Nof Loading Docks Q Y? 000 S ydss Fill: (volume fi location) NIA _ 6 — -- .____ FRONT SETBACK FRONTAGE , . .. ..., „__ _ A-,‘ 7, _ .... vf,,.......„ :„...., t,. .... 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