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31A-151 (2) Date Revision/Issue SHOWER CONTROLS SHALL OPERATE BY A - -5HOWER SPRAY UNIT ATTACHED TO A 15 APR 14 Proposal SINGLE LEVER WITH A THERMOSTATIC FLEXIBLE METAL HOSE AT LEAST 60"LONG 12 JUN 14 Revised Proposal AND/OR PRE55URE BALANCE MIXING VALVE AND ADJUSTABLE FROM 42"TO l2"THAT AND SHALL BE LOCATED ON THE CENTER CAN BE USED BOTH AS A FIXED SHOWER WALL ADJACENT TO THE HINGED SEAT ' HEAD AND AS A HAND-HELD SHOWER INSTALL ONE PIECE 5HONER WITH 112"MAX.THRE5HOLD I 1 M0157URE RESISTANT SHOWER GWB,PAINTED j CURTAIN ROD MOISTURE RESISTANT I 1 61,N5,LIGHT FUTURE 6B,PAINTED Notes 0 MIRROR I SHONE -GFI OUTLET 50AI I IISH- CURT N ROD STANDARD - \ 48"FROM F.F. \ -STAB 5 B D : I GRAB BAR GRAB R '?1 �I R SHOWE SEAT X' �k - � Co l X TP I a I Z I M DISPENSER Fi OOLLAP5IBLE THRESHHOLD - ,i N TNO GRAB BARS 42"LONG AND 24"LONG SHALL BE TYPICAL SINK INSTALLATION Project Title PROVIDED BETWEEN 55"AND 56"ABOVE THE FLOOR LINE COLLAPSIBLE- 'I AND INSTALLED ON THE LONG WALL AND THE SHORT HALL 7HRESHHOLD 'INTEGRAL VINYL - -INTEGRAL VINYL OPPOSITE THE SEAT.IN THE ALTERNATIVE,A CONTINUOUS COVE BASE COVE BASE Z O L-SHAPED GRAB BAR IN THE 5HOWER 15 ACCEPTABLE. -IN50LATE HOT PIPES AND DRAM rn GRAB BARS SHALL BE 1k"TO 115"IN 0-5IDE DIAMETER AND (n TO PROTECT USER HAVE A 115"CLEARANCE BETWEEN THE BAR AND THE WALL. GRAB BARS SHALL AL50 BE NON-RU5TING AND ACID-ETCHED OR ROUGHENED. C) Z z C 00 ° d Bathroom Elevation 2 Bathroom Elevation 3 Bathroom Elevation F a Scale:3/8"=1'0" Scale:3/8"=1'0" Scale:3/8"=1'0" =Q z < FFw z COLLAPSIBLE THRESHOLD W J O Cc CZ NA7EZPROOF — N GAULKING RUBBER WATER STOPPER D� O NON-5LIP SHOWER UNIT ES B Q VINYL SHEET WITH 5/4'FLAT FLOORING THRESHOLD c)U -MTEGRAL Q M 0 --I- LEVEL SUPPORT L1 I 3-- Drowing Title 11` I _ 2x6 P.T. RAIL GAP Bathroom Elevations, EXISTING OR NEW SUB-FLOOR 1^J 1-1/2" IDIA. RAIL I WATERPROOFING MEMBRANE Transition Details, RAIL BRACKET -NBN 5/5"UNOERIAYMENT GRADE PLYWOOD 2x6 P.T. TOP SIDE RAIL Handrail ai Details d Showet Transition Detail 4 Scale 3" 1'0" 0 i 4x4 P.T. RAIL POST : = Seal rn 2x6 P.T. MID SIDE RAIL STRUCTURAL STRENGTH NOTE: I STRUCTURAL 5TREN&TH OF 6RAB BARS,SHOWER SEATS,FA57ENER5 = __� BALU5TER5 AND MOUNTING DEVICES SHALL BE AS FOLLOWS: = N7 -BENDING 5TRE55 IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM DECKING BENDING MOMENT FROM THE APPLICATION OF 250 LB5.SHALL BE LESS THAN THE ALLOWABLE 5TPE55 FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2x8 P.T.BLOCKING - SHEAR STRESS INDUCED IN A 6RA5 BAR OR SEAT BY THE APPLICATION OF 250 LB5. SHALL BE LESS THAN THE ALLOWABLE _ SHEAR 5TRE55 FOR THE MATERIAL OF THE GRAB BAR OR SEAT.IF 2x5 P.T. BLOGKINC7 THE CONNECTION BETWEEN THE GRAS BAR OR SEAT AND ITS I, MOUNTING BRACKET OR OTHER 5UPPORT5 I5 CONSIDERED TO BE DTT2Z TENSION TIE — 2x8 F.T.JOIST FULLY RESTRAINED,THEN DIRECT AND TORSIONAL SHEAR STRESSES Zug P.T.BLOCKING TENSION TIE alex a.svirsky SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS,WHICH ARCHITECTURE DESIGN PLANNING SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 1/4"EDE,5GREW 2x5 P.T.JOIST5 $,Ge,—Roed,B,aa ku MA a2n 5 - SHEAR FORGE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM DT72Z TENSION TIE Tel.sn-mash Fax.617-2—8621 THE APPLICATION OF 250 LOS.SHALL BE LE55 THAN THE ALLOWABLE l — 2x8 P.T.J015T - 1/2" HDG BOLTS elex.amsxyta ga,°°.`°`" LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR R THE 5UPPORTIN6 STRUCTURE,WHICHEVER 15 THE SMALLER - 1/2"HD6 Iii 4x4 P.T.POST SEE NOTES, PLANS AND SECTIONS FOR P.T. ALLOWABLE LOAD. TENSILE FORGE INDUCED IN A FASTENER BY DIRECT TENSION FORGE MACHINE BOLTS MEMBERS AND HARDWARE REQUIRED FOR ' OF 250 L55.PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LB5.SHALL BE LE59 THAN THE ALLOWABLE WITHDRAWAL LOAD GROUND GONTAGT' P,aJea< ILIz BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FTTINGS. Date i0 JUN 201E Post Attachment Detail Handrail Attachment Detail Scale AS NOTED SCale:1"=1-0" Scale:V=1'-0" Sheet A 6 . 1 Date Revision/Issue 15 APR 14 Proposal -DECK 12 JUN 14 Revised Proposal 5, -4" 5 8 T-2" T-11" 4x4 P.T.IRAILIN6 P05T5,TYP ABU46Z BASE rA -- - Notes .9. (2)2x10 GIRDER I' (22�5,I t P.T.61RD BLEORG5 K I N G ''I T P05T5,TYP II l I I I I I ii —> I _L J I Pj I I GRADE - �J I I I N I I jl' I i N I I 3" 2x1°e W ( I 12 n Footin Connection T 2) 61RDER5 'b 2 Scale:l„=1,_0„ _ it II 2 9 Yp - I Project mle I DEGK ° Iii III I Z l _ o I I I _ - ABU BASE D” 5'-4" 5'-4" 0 o I v U U) C II'-13' I Z z O O FRAMING FOR THE ADDITION o d Q Q r1! F O liuI Q o N ,I II w U z z Nj III _~ O GRADE 0 m O Q U M U) >� Q W cc. Q T�c- o U Footin Connection Type 'B' Q Q �� Scale:1"=1'-0" 27'-L' I Drawing Title - Section, 112'1/2" Exl5TIN6 5TRUGTURE Framing Plan, Details - ABU 4 BASE o Deck and Ramp Framing Plan UScale:1/4"=1'-0" seal 1 0I GRADE FRAMING NOTES: 1. All dimensions and locations shown on these plans shall be 12. All lumber exposed to the weather shall be Pressure Preservative g" reviewed by Contractor prior to construction. Any questions, Treated(P.T.)Souther Yellow Pine 02 or better and shall bear the discrepancies or other issues shall be brought to the attention of AWPA approved certification. Architect or Engineer for clarification before proceeding with the 15. All lumber in direct contact with the ground or within 2"of the affected part of the project. finished grade shall bear AiNPA approved certification for'Ground 1 1 2. The Contractor shall be responsible for safety and stability of new Contact' 1 Footing Connection Type C g g P and existing Structural members Burin all hoses of construction. 74. Field-cut ends,notches and drilled holes of P.T.wood Shall be Scale:3/4"=1'-0" Temporary supports for framing and beam reinforcement shall be treated in the field in accordance with AINPA M4. performed by a qualified licensed contractor. 15. Fasteners and connectors in contact with P.T.wood shall be of hot 3. The owner or Contractor shall contact the Architect or Engineer dipped zinc-coated galvanized steel,stainless steel or other to approve any changes or deviations from these drawings. approved non-corrosive material. Coating types and weights for alex a.svirsky Changes or deviations not approved by Architect are at connectors shall be in accordance with manufacturers ARCHITECTURE DESIGN PLANNING 5/4x6 P.T.DECKIN6 ALL nOOD IN TH15 5EGTION MUST BE PRE55URE Contractor's own risk. recommendations for specific.lumber used for the project. 61 Gardner Roed.Brookline, MA 0z 5 TREAT-1:1,CERTIFIED FOR'6ROUND CONTACT 4. All engineered lumber must be certified by manufacturer showing 16. GOlumns and posts shall be restrained to prevent lateral Tel 617- -7617 alexs m.617-2-621 2x8 P.T.JOIST,CERTIFIED —� maximum loads for proposed spans. displacement at the bottom end. Wood columns and posts shall FOR 6ROUND CONTACT \ 5/4x6 P.T.DECKING 5. It shall be unlawful to notch,cut or pierce wood beams,joists, not be less in nominal size than 4"x4". rafters or studs in excess of the limitations specified in current IT where posts and beams or girders are used to support floor or 2x8 P.T.JOISTS Mass.Building Code. ramp framing,positive connections shall be provided to insure \1 \ 6. New structural elements shown on these drawings were designed in against uplift and lateral displacement. ASPHALT LANDING accordance with current Mass.Building Code requirements for 18. Joists framed into the side of a wood beam shall be supported by Project it GRADE GRADE residential construction. approved framing anchors. as F7777777777 77 ', ,\ T. All new joists,studs and rafters should be Spruce-Pine-Fir No.1 19. Joists must be supported laterally at the ends by solid blocking or 4x6 MBER CERTIFIED Ili �1 and N0.2 grade or better. attachment to a full depth header. Date so,uN zm� FOR'GROUND CONTACT B. All bearing and non-bearing stud walls shall be 2x4®16"o.c,or as 20.Handrails assemblies and guards shall be able to resist a single III 2x8 P.T.RIM J015T Otherwise indicated on the drawings. concentrated load of 2001b,applied in any direction at any point Scale 1/2"55 ANCHOR BOLT - 2x6 P.T.PLATE _ 9. New Headers,unless noted otherwise shall be as follows:(2)2x8 along the top. As NoTBo IU for openings up to Be",(2)2x10 for openings up to 48",(2)2x12 50NOTUBE FOOTING' 17/2"55 ANCHOR BOLT 'l- for openings up to 60". Provide 1/2"plywood Spacer. 10. Minimum joist bearing 1-1/2"on wood or metal and 3"on masonry sheet 50NOTUBE FOOTING a or concrete,minimum overlap 4". 11. All hangers and other post and beam hardware must be verified for suitability to connect corresponding structural members and installed and fastened in accordance with manufacturers instructions. A 5 . 1 5 Footing Connection Type 'D' 6 Footing Connection Type 'E' Scale:1'=1'-0" Scale:1"=1'-0" Dole Re.rsion/Inue 15 APR 14 Proposal - 5'-L• L. 5-8 L T-2' L T-I(' L L'-e' 12 JUN 14 Revised Proposal Ic•-e• u FOOTINGS E'A• FCC INC TYPE 5' 0 �a _ \ DOUBLE RIM J015T d 1 1 In \I DOUBLE RIM JO15T 0 I � �_-,,. o X Notes b"50N N E FIERS 1^V 2�'FOOTING rV I•I FOOTING TYPE'G' o _ /� / - I 1 1 It I r-a• s•-c• s'-c• I I I I c-s I _ IS'-fl' I FOOTINGS PE D' _ ® N U) COORDINATE F r,- - _ I O Iv IN/PLUMBER ANRAJ JU5T 5P GING Project Ttle ry TO ALLOr4 FOR B THROOM `—————————— k j INSTALLATION 7' �[E46V1 " z I qq z• I p$4Rit((q VJOL 0 100 a VENT < E — I I FOOTINGS PE E' Z7'-&* J L EXSTING STRUCTURE p� Q O in I� w¢ z z I'-L• .I 1555 OPENING = 0 0 I First Floor Framing Plan 0 o ¢ VENT — Scale:114"=V-0' U 0 C0 0 Drawing Title I EXISTING STRUCNRE EXISTING BRICK FOUND TI N Foundation Plan, Framing Plans, Notes &_FEoaungdation and Footing Plan r j ✓ Scale:1/4"=1'-0° 0— , I Seal FOUNDATION AND CONCRETE NOTES: - 2x4 16"O.C.BEARING WALL 1. All dimensions,elevatlon5 and conditions shall be verified in the field by the Contractors and any discrepancies shall be brought to the attention of the Architect or Engineer for clarification before proceeding with the affected part of work. Any un-authorized deviations or changes From these drawings are at Contractor's own risk. 2. All work shall conform to latest state Building Code,ACI 518 and AGI 901 U U 5. Al concrete shall be ready-mixed,conforming to A5TM G94 and shall attain a minimum compressive 0 O strength of 5.000 psi at 215 days. Calcium chloride or similar admixtures are prohibited in any concrete ;o i mix" alex a.svirsk 4. Construction jointt.Control and Expansion joints should be placed in accordance with the drawings N m y and best practices as approved by AGI and NRMGA. Horizontal construction joints are not allowed, N N ARCHITECTURE DESIGN RIANNINa Unless specifically shown on the drawings. 61 Gardner Read,ara°WIk,MA o_.l5 P y 9 0 0 TeI,eraan-Tn7 s,x Etaan-ev1 S. All footings shall be placed on undisturbed ground or on engineered fill having minimum loll bearing I n I n I .Iersnaky BgmYl.com capacity of 000psf. 6. No part of foundation should be placed In water or on frozen ground. NY I:' x 1. All exterior construction shall be Frost protected and carried down a minimum of 4 feet below adjacent finished grade. l e. Backfill material shall be Free draining and free of organic materials,construction debris,cobbles and (5)1.15x1.875 LVL BEAM boulders and shall be placed in IiFts not exceeding 12"and shall be mechanically compacted. prajed 9. All steel reinforcement,except as otherwise noted,shall be deformed bars conforming to ASTM A615 Icrz grade 60. All welded wire mesh(w.w.m.0 shall be smooth bars conforming to ASTM A155. i —I I r DOI` 10.Reinforcement shall be supported on plastic or metal chairs. �o�ur+zou 11.Unless othemi5e noted,Install 1-6 rebar at all sides of openings In concrete Slab and re-entrant corners,extending 24"beyond opening or corners. Scale As HoTEo 12.Unless otherwise noted,install standard hooked dowels to footings or other concrete construction to lo'-8' match vertical reinforcement size and spacing. EXISTING STRUGNRE 14. All Steel reinforcement shall have 5"min.concrete protection where cast against earth. Formed 5.5x5.25 PARAJAM PSL PO5T5 concrete exposed to earth or weather shall have 2•'min.cover For all steel reinforcement. Concrete not sn..t TO EXISTING FOUNDATION exposed to weather or In contact with earth should have 1"min.cover For slabs and walls,and 1-1/2"min, cover for beams,columns and piers. 2 Roof Framing Plan 4. 1 Scale:1/4'=V-0. Date Revision/Issue 15 APR 14 Proposal 12 JUN 14 Revised Proposal �I I NOTE GENERIC,EDGE DETAIL 5HOWN, U5E SPECIFIC MANUFACTURER'S DETAILS FOR ALL MEMBRANE INSTALLATIONS. I I Notes AIR SPACE FOR VENTILATION EPDM MEMBRANE — I 6"WIDE TAPE 3/4"CDX PLYWOOD SHEATHING REINFORCED EPDM M—MBRANE In p II i 8 I/4" — � DRIP EDGE GUTTER I' I 2x6 TAPERED RAFTERS6 -----.-.-- ---- --- MEMBRANE ROOF N; � II 2x12 STRUCTURAL CEILING JOISTS � �. W/R-38 FIBERGLAS5 BLANKET _ �- �' PVC,FASCIA BOARD —_ i— GUTTER INSULATION -i, 2x BLOCKING 1 PVC,SOFFIT--T5 PVC,GROWN MOLDING CLAPBOARD SIDING 1/2"GWB ON STRAPS — PVC FRIEZE (2)2x6 TOP PLATE CLAPBOARD SIDINGI, EXI5TINC�II HOUSE yyu Project Title Z O RAILING 0 - 0 Eave Detail it U z fz III II II, O O_ CL FIRST FLOOR I.II ( ��II �i III ! I v> Q F 1 ELI �I m a r GRADE _ - 2 L Q z Z a 1/2"GWB,SMOOTH PLASTER FINISH R-21 FIBERGLASS BLANKET 5'3"+/- rn�- t 1x8 PVC,TRIM BOARD O IN50LATION W J L— cC FINI5HED FLOORING - 2x6 STUDS®16"O.G. (n m I—' -2 0 314"PLYWOOD SUBFLOOR - 1/2"ZIP SHEATHING AND TAPE CO U U T¢ Pro osed Ri ht Elevation ¢ W `0 o — CLAPBOARD SIDING,5"TTW 1 ¢() 2 _FIRSTFLOOR g Q C7 2x12 FLOOR JOISTS RIM J015T W/R-30 FIBERGLASS BLANKET - Drawing Title INSULATION,FACING UP. 18"SELF ADHESIVE FLASHING (SEE FRAMING PLAN) 3"ABOVE FLOOR LEVEL Elevations, H METAL FLASHING Wall Details (2)2x6 P.T.SILL PLATE SILL 5A5KET ° (2)#5 HORIZONTAL REBARS ' ANCHOR BOLTS CONTINUOUS TOP AND BOTTOM, 2"COVER MIN. GRADE Seal I Floor Sill Detail 4 Scale:1'=1'-0' �I EXISTING HOUSE I MEMBRANE ROOF (2)a5 HORIZONTAL REBARS — 8" CONTINUOUS TOP AND BOTTOM, 2"DOVER MIN. CONTINUOUS DAMPPROOFING - MEMBRANE TO BOTTOM OF alex a.svirsky b ° FOOTING --—--— - ARCHITECTURE DESIGN PLANNING 1 BLOCK E%IS�f1NG T Ga1Eaer Raatl,Brookline, M-2 02425 CLAPBOARD SIDING � Tel.sn-znasn Pax.sn-zn-eszt � I wNOOVE.F L vw �� G alax.aviraky®gmail.com CONCRETE FOOTING � ><5 FOOTING DOWELS®3'O"O.G. of RAILING 4 1 El (2)#5 REBAR5 AT MIDPOINT, - CONTINUOUS THROUGHOUT _ I i 4"DRAIN PIPE LAID IN GRAVEL AND COVERED WITH FILTER - FABRIC, Project Iuz _ Date a�N<alL R 1CA^I� 11 UNDISTURBED 501L OR �I COMPACTED STRUCTURAL FILL FIRST FLOOR � Scale As rvoTEO � I I GRADE - Sheet Foundation Detail Proposed Left Elevation 5 Scale:1"=V-0" 2 Scale 1/4"=1'-0" A 3 . 1 Date Revision/Issue 15 APR 14 Proposal 12 JUN 14 Revised Proposal UP :: 4 . Notes ELOFC Nor To..CEP I Ii l 3,_6. Ramp HAHDRAILS.SEE DE 1 15,_8„ � - 2�, 0 U41, 12'-I 1/4" I j 3'0'x T. DGOR LD 1 >II Deck CLI..' HANDPI L5.5�DETAI i� Project Title I n UP n Z si Q w n r Bedroom - E o a Q B'O"z6'B" OGR I� � � m Q W C �, ADA No D Z z O /zr �I Z O '-- ' L ------ III ¢ E 1 ,Table 36260 I 5 Z1 ' HANDR F tis 3'0"x8'0 OOR ^I �—I Q a Z C) /� P� Y ¢ 0 O 1 hI��I, III Dining/' rea -In Show - w J rD O W P ide countert0 with - J I, 3'-6" L _(/) U Seating _ 'I / I P ',.I Q C/) N N of _� ----------- ---- 0" XT <Q ELE-10H5 FO OI \\\ Ldry SPAGIN6 B'o".6'B-DO�2Bath La �nding Drnwing TRW 2'-8" 8'0.. 0.,. Partial First Floor Plan _ I �l li I FLOGRIN6 A5- Kitchen NLARO,E Do5-6 WINDOW—E�M6. APPROVED BY OVdJER I ' I PLL NEW MEPDER —NON-SLIP VWYL ORM6 I C7 3'C'0'B"DOOR wffH INTEGRAL EASE /�C D Seal -Tall pantry cabinet Existing window blocked- V, f i �_-- Piano Room UP Cup. 7' New base and wall cabinets ,- 1 DN 1 Porch UP N alex a.svirsky —Ex15T1H6 BEARM6 WALL Ni ARCHITECTURE DESIGN PLANNING ENLARGE EXi5TN6 DOOR OPENM6, 61 Geld..,Road,B—in, MA O—S I'--II' L NEW HEADER Tel,617 2-7617 Fax.61]-2]I-6621 3'10"+6'B"DOOR TO—cH-1—. alex.stitaky�'gmail.wm Living Room Project Date 30 2014 S-1e AS NOTED Sheet 1 First Floor Plan Scale:1/4'=V-0" A 1 // <S 4Gi/� ��,a '°� 4 eA1,0 a��F�� '�� City of Northampton Date Re ml /laaue Building Department 15 APR 14 Proposal .'f Plan Review 12 JUN 14 Revised Proposal Proposed Structure,Deck,Ramp,Driveway and Garage:2,950sf-A 21 G Main Street Northampton, MA 01060 IF ti Nat., Land Area:7,200sf+/- + o I R°its III "' m! Garage I _ N � I Ramp - ' l I I Deck I _ I o oI + D_ Landi g MESRA o .a.. 19'6'+/' I ,:'� " Project ntle cLAPeoARV SI O Exiting mj III .t ! h:�' it Q VIN 0 0_ 3 19'0'+/- I '< O i S a < E o q i, r � r,^�h 1 d�l m - I I I! I f r- i1 II�II I u it 1 it Irk' I' III o II I s Q p z Z I .� •� _ rnIM eons�v w Q I C I 0O ,a .,; Lu (d a� W J 75.0'+!- Ay . -O N o 7) cu ---- ----------- v Q TQ Maynard Road �U Q 2 � M Q Q co C7 2 Diagrammatic Site Plan 1 Proposed Rear Elevation Scale:1/16°=1'-0" Scale:114'=1'-0" Dra.m9 Title Rear Elevation, Section, Diagrammatic Site Plan, General Notes PROJECT NOTES AND INSTRUCTIONS: 1, All Work shall be performed in accordance with the Commonwealth of Massachusetts State Building Code and all other Federal,State and N Local Codes and Regulations. Use latest editions. 2. General Contractor shall apply for all permits and shall pay all related fees. All necessary permits shall be obtained prior to the start of Seal work. The General Contractor shalt be responsible for obtaining the'Occupancy Permit'. 3. The Construction Site and all Work Areas shall be maintained in accordance with the state and local codes and shall be kept free of trash sECONO P,.o vNNVOws and debris. All waste materials and demolition debris shall be removed prior to the start of new construction. Safety and care of adjacent lo properties and of natural resources shall be maintained. Upon completion,all Work Areas shall be left broom clean. _Na 4. General Contractor and all Sub-Contractors shall examine all drawings,notes and details and become proficient with the full scope of EoR SLOPE project. Any questions,discrepancies or omissions shall be brought immediately to the attention of the Architect. 5 General Contractor and all Sub-Contractors shall verify the existing conditions after demolition and make report of any and all discrepancies,inconsistencies and unforseen conditions to the Architect. s, All Contractors and 5ub-Contractor shall verify all dimensions and conditions prior to the start of new construction. Any variation that - - -- --- --- ----- --. ------ -- ------ - ---- --- ---- --- requires physical change shall be immediately brought to the attention of the Architect. Any changes,not approved by the Architect are at the ! ---------- --- - - -- - - -- ---- --- -- -------' Contractor's own risk. - 'I. Any substitution of materials,fixtures or other elements of the project not approved by the Architect may be rejected upon final R-se inspection. H. All Trades,contractors and 5ub-1_ontractor5 shall guarantee in writing all labor and materials to be free from defects and errors in . workmanship or installation for the period of One Year from the date of acceptance. R-z, �xa eEARwa WALL 9. All Drawings and Specifications to be used for bidding or construction shall bear the latest date of issue as verified by Architect. 10. The Work Areas are in a habitable house. All contractors and 5ub-Contractors must protect existing structure and fixtures not - _ scheduled for demolition,finished flooring,furniture and other personal artifacts with plastic covers and drop-clothes and any other means to — - aleX a.svlrsky maintain their original condition. A protective passageway from the point of entry to Work Areas should be maintained throughout the duration P! _ w ARCMnECTURE DESIGN PLANNING of the project. Additional protection should be installed to protect the interior of the house from construction dust. Any accidental damages Pi s,G.—R—d,eraamaa VA—E to the structure,fixtures,finishes,furniture or other personal artifacts shall be promptly repaired or replaced with the objects of equal value. m i r<I.617-2-617 r<..617-M-8621 to General Contractor shall be responsible for transmitting these and other requirements to all Trades and Sub-Contractors ,I«.=vaerveym<Il.eam 12. The Owner(s)shall prepare the site and all Work Areas of the project by removing all furniture,rugs,appliances and valuable artifacts. /_R_so The owners)shall facilitate constriction progress and assist the Contractor and 5ub-Contractors by designating appropriate areas for li storage of materials,trash containers,dumpsters,etc. The Owners shall provide the Contractor and 5ub-contractor5 with access to all _ _ _ _ __ utilities and service lines as requested. The Owner(s)shall provide the Contractor and Subcontractors with parking and assist,if required,in obtaining temporary parking permits. 2'-3 1/4 Project ua o� GRAVEL BASE WM.—1L. - VAPOR RETA PER Date �j ]0 JUN 2011 SCaI< AS NOTED DRAWING LIST A 1.1 - Rear Elevation,Section Through Addition, Diagrammatic Site Plan,General Notes 1 Sheet A 2.1 - Proposed First Floor Plan 27 40 A 3.1 - Elevations,Wall Details A 4.1 - Foundation Plan, Framing Plans A 5.1 - Deck Framing A 6.1 - Interior Elevations n Section Through Addition A1 . 1 G Scale:1/4"=1'-0" 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. 38. 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. 39. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 40. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 41. 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 sqft, (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. 42. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 43. 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. 44. 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(c.northamptonma.gov Thank you for your cooperation on these matters. �4 7-oe';�K Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 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 W 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. Floorjoist systems that are not equal to 1%" 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%" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 29. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 30. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 31. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M1502.4.5 32. Markup air is required for any exhaust hood over 400 CFM. 780 CMR M1503.4 33. 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 34. 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. 35. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 36. 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%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 37. 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. 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. 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 1/3rd 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 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 15L floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS z' 212 Main Street • Municipal Building fir . Northampton, MA 01060 INSPECTOR Garry X Pelletier March 17, 2015 82 N Catamount Hill Road Colrain, MA 01340 Subject Location: 31 Maynard Road, Northampton, MA Map Block: 31A-151 Mr. Pelletier, Your building permit application and plans dated 6-30-14 have been approved as drawn, noted 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. Smoke, Heat and CO detectors throughout the structure to current building codes. 2. An air barrier is required between the tub and the exterior wall cavity. 3. 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.Zip Wall is only an air barrier if sealed to the framing members at the perimeter and around all penetrations. Drywall should be sealed to the bottom studs or better yet the space between the drywall and the subfloor filled with foam after drywall, but before trims.Wires leaving electric boxes must be sealed. Boxes should be sealed to drywall before installing plates or gasketed boxes used. 4. Revise the foundation to align it below the bearing wall above. Building code allows an offset equal to the depth of the joist without engineering. 5. The building code allows three methods of dealing with crawl spaces. Exterior venting can be problematic in our region with condensation from warm humid summer air. If the crawl space is well connected to a reasonable basement, semi conditioned and dry,we would accept this as an alternative. 6. When reinforcement greater than #3 bars are used in the footing they require bonding and electric inspection. 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) 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. City ofNorthampton 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: 51 MA Agzs> RoA y The debe will be transported by: (2XP �oNf12ACTlrJG The debe will be received by: Building permit number: Name of Permit Applicant 9XIP CoNrkgaiNe� D /!5,- )C�� e'� Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street" Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibl Name(Business/Organization/Individual):(sAR9, 2 X PE e-DER Glb8- C0CQtJMACTI 1L Address: 8Z Mnp-rtl CATAr Amu N r N►Ll RoaD City/State/Zip:Cp1-RR t tJ A6 D I 90 Phone#: 'q 13•la 29 Are you an employer?Check the appropriate box: Type of project(required): 1_❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.9 I am a sole proprietor or partner- listed on the attached sheet.t 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working or me in an capacity. workers'comp. insurance. g y p t3'• 9_ E]Building addition [No workers'comp:insurance .5. ❑ We are a corporation and its required.] officers have exercised their L 0.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.)t employees.[No workers' 13,0 Other comp,insurance required.] Any applicant that checks box#t mustalso fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: .___ City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is trru-e-and correct. Signature: Q�/r� >C P Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing•Inspector 6. Other Contact Person: Phone #: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: 1 SAtW X. 1PEL.LCTI6R- 02.8 �o G n License Number _ 82 tJ . CAiT►,mM000T 414L RQNIo - wl-rtah& n1AA0 6(.123/2.0tca Address Expiration Date -1v5-(,2A- 55-74 Signature Telephone 9.Reoistered Home Improvement Contractor: Not Applicable ❑ GXP ('oNTQwc-nuG AkA 9APg,4)(PEi.LETito CoWMKc-m9,$ 104 ZO Company Name Registration Number �2 /J. C'n\TP^auNT A ILL. RoPR' - Co +4 M A ot'3�1u 'l 13. 2.0110 Address Expiration Date y Telephone•413•(°29.5514 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....... 2 No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition Replacement Windows Alteration(s) Roofing ❑ Or Doors 1711 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks (Q Siding[0] Other[d] Brief D��ggscription of Proposed Work:FfRt1IkGPPt�l4tt �mmo+J:�eORm�F Bkrt►Rea+�w/AsGEsS K�rcfIEN Alteration of existing bedroom Yes___K_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 followina: a. Use of building:One Family_ C Two Family Other b. Number of rooms in each family unit: 1!�c Number of Bathrooms 1 .5 c. Is there a garage attached? Y _ d. Proposed Square footage of new^^construction.!}oocox 56 5 Dimensions WoSx%S os -r 15 Aex 29 c Z e. Number of stories? a1+EXtSTIi J r;0'J f. Method of heating?_ LecfRl C Fireplaces or Woodstoves /Vv Number of each id g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 14Joog RtNtr%BQ i. Is construction within 100 ft. of wetlands? Yes X_No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade 12-%' k. Will building conform to the Building and Zoning regulations? X Yes No . I. Septic Tank City Sewer X_ Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, SEFFREY as Owner of the subject property hereby authorize X. P t to act n beha ' I m ers relative to work authorized by this building permit application. 3 Si a Owner Date I, OAR.R.`t X . pa=LLB=TtQ2 a a (T)(P CoNTRACT1AlL-r as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. __J2Aaw? Y. PELLETIEV- Print Name &�� x yI A Signature of er/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 q Lot Size 135 SF NO CHA04C66 �'S,000 SF Frontage -15 , NO C H Aa'.1 C%E -1:5 Setbacks Front 2-2 22 20 Side L: 19 R: 19'(. L:1_R: Ll-.5 15 15 Rear Al 23.5 20 Building Height 2.7 NO CHANCE 3J`' Bldg. Square Footage 102.`1 % 1 590 Open Space Footage C;3rj % 'f (Lot area minus bldg&paved 5 "�- / 5'0/ parking) OO rJ #of Parking Spaces �v A A Fill: volume&Location AJ /A /A A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW ® YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained, 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. `...�. Depa �iy ity of Northampton Sfat c'4rmit. ilding Department Curti CuttDnveway Permit 212 Main Street Sewer/Septtc�ulaltty Room 100 , as tnsp$°"o?� ampton, MA 01060 Twos of Str[tcPtls Electric Plumb n9 7-1240 Fax 413-587-1272 Plotlsftellpians Northampto. r� APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 31 tANq"PgRp RON'D Map Lot Unit /JoCZTtt"Prwj , Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: JEfiRE� AMC) IwIE OLmsrEy .3( A M MNRDRD- PIA-1'AISY ER1`4 h /�A Name(Print) Cu rent Mailing Address: A&1,4: �'A d13. 58L• 1Ot(o5 Telephone Signatur 2.2 Authorized Accent: I X&M'f X PELLEDIE t dba QPCowrasanar, 92 EJ t�,r mouw r Wu.PD -r'bwzN 1" M AC 01 WA Name(Print) Current Mailing Address: _ 4t3•t.29.55'19 •413.522•'185 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of 3 8 30 Construction from 6 3. Plumbing / n Building P it Fee (G ( c_/ rr 007 4. Mechanical(HVAC) b 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number O This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0861 OV APPLICANT/CONTACT PERSON GARRY X PELLETIER ADDRESSIPHONE 82 N CATAMOUNT HILL RD COLRAIN01340 PROPERTY LOCATION 31 MAYNARD RD MAP 31A PARCEL 151 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT HANDICAP ACCESS ADDITION(BEDROOM,BATHROOM W/ACCESS TO KITCHEN) New Construction Non Structural interior renovations Addition to Existing, Accessory Structure Building Plans Included• Owner/Statement or License 028766 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO IjAiATION PRESENTED: c-Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management —2 - Delay Signature f ilding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 31 MAYNARD RD BP-2015-0861 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 3 1 A- 151 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP-2015-0861 Project# JS-2015-000159 Est. Cost: $95500.00 Fee: $570.00 PERMISSION IS HEREBY GRANTED TO Const.Class: Contractor: License: Use Group: GARRY X PELLETIER 028766 Lot Size(sq. ft.): 7927.92 Owner: OLMSTEAD JEFFREY S&JULIE G Zoning:URBO 00)/ Applicant: GARRY X PELLETIER AT. 31 MAYNARD RD Applicant Address: Phone: Insurance: 82 N CATAMOUNT HILL RD COLRAINMA01340 ISSUED ON:311712015 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT HANDICAP ACCESS ADDITION (BEDROOM, BATHROOM W/ACCESS TO KITCHEN) 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 3/17/2015 0:00:00 $570.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner