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MIN •iU � � � I �I� I � © GARAGE II 11 11 • 11,11 111, ' Revision: #1; 10 -30 -12 �■1_1_I �� •1•�•�■1 11117 II III 11111111111111111811 I ♦11111111111 imU17it1itt W IMMEMMINNIMINIMMIENE • i' .. . 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DETECT. g4 SURFACE MOUNT ., I I I.1 AC SUPPLY VENT 5' =�3"— • 5' -9 - �� HALOGEN U/C p O FURN I < 6 1 1 1 ELECTRICAL PANEL U C) 2 -3' - 7' -6" _© I 1 I 0 CAN LIGHT O 1 I 1 0 - FIRE SPRINKLER O ��_ 0 10' 4 ,_ 3 ,. 1 �7 1-0 SCONCE LIGHT 3 I CABLE OUTLET — — — 1 16 (1) 1.) O I—T _ - - - -- T PHONE/DATA r 1 — r 1 6' 6' _ OUTLET Q L J DU CTWORKS BELOW J - © PROGRAMMABLE cn CI (2) 16 X 2411 0 6' - 4" 1 6'- 4 "--- THERMOSTAT O U SKYLIGHTS — I GENERAL NOTES: CO °' H +.4 3' 1 1 • , - - - - , o L_ J 1 3'_3 - 1 2' —� 1. CONFIRM FINAL LOCATIONS iv I' 1 10' 1 OF ALL SWITCHES, LIGHTS E ,4 1 ' r ® 1 AND OUTLETS (VERT. AND O° 10' 1 HORIZ.) WITH OWNER o 0-1 0 1 PRIOR TO INSTALLATION. g Z <> I <}- ^- p' 1 2. CONTRACTOR TO LOCATE f�� 5' -1" AND PROVIDE SMOKE g' -1" 1-- I �� 3' 6 I DETECTORS AND CARBON Consulting e i L — _ - °" 1 MONOXIDE DETECTORS g n 4 - 1 AS REQUIRED BY CODE. 413. 253. 0080 1 f 4 2' 1 1 1 � P.O. BOX 2943 I. 3. DRYER IS ELECTRIC, Amherst, MA 01004 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / - - 1 1 1 1 J 1 1 1 1 1 PROVIDE VENTING. 1 1 1 1 , 1 1 1 I I 1 1 1 l 1 1 l l 1 1 1 1 1 1 t l 1 I 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 I 1 1 1 1 I t ► 1 1 i ► 1 1 1 l 1 1 I I 1 I 1 I 1 I 1 1 1 I Ism @ConsultingDesign.com ► I I I I ► 1 ► I I ► ► I 1 1 ► 1 I f 1 I I ► I I 1 I f 1 I 1 ► 1 l 1 ► 1 I I 1 I ► I / 1 1 1 1 1 1 1 1 1 1 4. THREMOSTAT IS TO BE 1 1 I I 1 I I 1 I 1 I ► 1 1 1 1 ► 1 1 I I ► I 1 I I 1 I 1 I I 1 I 1 1 1 ► I 1 1 I I I 1 / 11 1 I I 1 I 1 1 I 1 1 , PROGRAM ABLE FOR HEAT I I I I I I I 1 I I I I I I I I 1 I I I I 1 I I 1 1 1 I 1 1 I l 1 I I I 1 1 1 1 L / 1 I I 1 I 1 1 I 1 1 I I I 1 1 1 1 1 I 1 1 1 1 I I 1 1 I t 1 I 1 I 1 f I 1 I I I 1 1 1 1 I 1 I 1 I f 1 / 1 1 I I I 1 1 ► ► I I I I I 1 J I 1 ► 1 1 I I 1 ► t I 1 ► I I 1 I 1 I 1 1 I I 1 I ► ,/ 1 I 1 I I 1 1 1 AND AIR CONDITIONING. BUILDING E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1/ 1 1 I f 1 1 1 1 1 1 r 1 I t I I 1 I 1 1 1 I 1 1 I 1 I 1 I 1 I 1 t 1 1 1 1 t 1 I 1 I I 1 1 1 I t t REFLECTED 1 1 1 1 1 1 1 I I I I I 1 I I I I I I I I I 1 I I I 1 I 1 I I I I I I I 1 1 J 1 1 / I I 1 1 1 I l t I 1 1 I I 1 I 1 I 1 I 1 1 I I t 1► 1 1 I t I 1► 1► I 1 I 1 I r f 1 t 1♦ 1.1 1 1 1 1 1 1 1 1___ CEILING PLAN 1 1 I 1 I 1 1 1 I 1 1 I I 1 1 1 I I 1 I 1 I 1 I I I 1 1 1 I 1 1 I 1 I I I I I I / 1 1 1 7 l ► 1 1 I I I I I ► I I I I I 1 1 1 I 1 1 I I I 1 1 1 I I I I t I I I 1 1 I I 1 1 I 1 I ♦ 1 1 1 I SECOND FLOOR 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 l I I 1 I 1 I I I I l I I I 1 1 f I 1 I I I I t / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I l I I I I 1 1 1 1 1 1 1 / 'i ,___ I I l -_ ' Revision: #1; 10 -30 -12 ! I 0 I - a ` i Rev:, . % - 1 - DESIGN DRAWING � p — ' ' -_ — ' DATE: OCTOBER 22, 2012 / 4. A3.2 � SECOND FLOOR - REFLECTED CEILING PLAN A3.2 1 SCALE: 1/4" = 1' -0" Sheet Number: • LEGI \3S A \D \OTES LIGHTING: DEVICES /OUTLETS: tO • • EXHAUST FAN ' O CHANDELIER OR • — 4 • • • FAN LIGHT O SMOKE DETECTOR ■ g PENDANT FIXTURE • , O 8' -6" 6' -9" C CARBON MON. DETECTOR 2' SURFACE MOUNT I — 1 AC SUPPLY VENT •, ♦ • �• HALOGEN U/C = • • • 0 • 1 1 ELECTRICAL PANEL • i 0 CAN LIGHT •- - FIRE SPRINKLER l ■ H SCONCE LIGHT V 1 i © CABLE OUTLET Ct ( 21 rill r O • EQ EQ T PHONE /DATA OUTLET 1 � (1.) cn ' 3' -6" --- , , P ..0 3 6 O THERMOST PROGRAMMABLE v 1 I I cn I © GENERAL NOTES: Q a , 0 •O I 411 MI — — — — I -0- ^ g 1 O 1. CONFIRM FINAL LOCATIONS OF ALL SWITCHES, LIGHTS 1 F� AND OUTLETS (VERT. AND , Q, © • HORIZ.) WITH OWNER E 4'-3" W/D O i \ ' PRIOR TO INSTALLATION. ' \\ / �� 1 I I 2. CONTRACTOR TO LOCATE O � ' ° I 4' AND PROVIDE SMOKE I I DETECTORS AND CARBON Z ' _ + -- '•' -- - - - MONOXIDE DETECTORS . ..� • AS REQUIRED BY CODE. 1 0 Consulting ' _ • • 3. DRYER IS ELECTRIC, i L - 5' -10" Q PROVIDE VENTING. 413. 253. 0080 Design c 4' - 9 � 4 0 ■ [21 4• THREMOSTAT IS TO BE P.O. BOX 2943 - - PROGRAMABLE FOR HEAT Amherst, MA 01004 4 -6 18" AND AIR CONDITIONING. lsm @ConsultingDesign.com 48" � � � 0 • 0 a I © — 4 - ( I- -- p BUILDING E IIII ON - = MN MI MI IN 1 MN - - ME - • i Il IIIl III _ CEILING AN NI NI SPR ELECTRICAL FIRST FLOOR AC IN PANEL Revision: #1; I0-30-I2 DESIGN DRAWING DATE: OCTOBER 22, 2012 1 '\ FIRST FLOOR REFLECTED CEILING PLAN e A3.1 ' \ A3.1 j SCALE: 1 /4" = 1' -0" Sheet Number: 1 ', A4.0 l 1 1 I 1 1 I I •I 1 I 1 I • 1 1 •I I I 1 1 l 1 1 I I I I 1 I I I I J 1 1 1 1 1 1 1 1 1 1 I 1 f I 1 I 1 1 1 1 I I I I I 1 t(1) 1 1 1 1 t 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I f f I 1 f 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ► 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t I I 1 1 1 1 1 1 1 1 1 1 t 1 1 I ► 1 1 1 1 1 1 1 1 t I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 I I1J1111111111111111I1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 t 11 I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 • ri4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ..1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 I I i 1 1 1 1 1 I 1 1 i 1 1 1 1 1 1 1 1 I 1 1 I I t 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1 I 1 1 f 1 1 1 1 1 1 1 1 I 1 1 t ) 1 l 1 1 I I 1 I 0 1 11' -6" 10' 1 I 1 1 I p 7 , _ 6 „ FURN 1 4' — 6 "t 0 1 2 -3 -1--. 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BOX 2943 EXTERIOR SIDING PER ELEVATIONS � �� - _ Amherst, MA 01004 UL DESIGN U305 : �� . � :; ►� r , r;, ►� �� „ �,, ( -I ( Imo- j 1Th 1T f -111-111-111- II 1sm @ConsultingDesign.com .._. . -. -. ,14 -. . - ,. . ._. - ' i !i '- -111 5/8" GYPSUM BOARD B► p MO* 1=1 = I I 11 17- VAPER BARRIER INTERIOR z EXTERIOR l i — T = p BUILDING E 2 X 6 FRAMING @ 16" O.C. i ► 1 9 - 11 -IL 11 -1 - 1 . 1- - +�. =..11 11--1 i - ; %:�s' %" I -TAP WALL R -19 MINERAL WOOL INSULATION 1 -HR WALL NON -RATED _ � ...__. _ n., ►� -�.::: - I I- : <_ <,: I I - I =1 77.--11=-; SECTION �.- -�- J. _ I 1E1=111- I 5/8" GYPSUM SHEATHING, ,) 1�� ( Pf � - - f I (Tf ffl I1 iT T-fT Revision: #1;10 -30 -12 f � r or MA CODE ALLOWED '��,''�,�� ,5/8 CEMENT BOARD , ,_ _ • i _' ' ' ' ' ' - GARAGE INTERIOR DESIGN DRAWING DATE: OCTOBER 22, 2012 (GARAGE INSULATED FOR SPRINKLER SYSTEM) 4 WALL DETAIL 1 WALL SECTION A4.1 C A4.1 SCALE: 1" = V-0" A4.1 SCALE: 1/2" = 1 -0 Sheet Number: Existing: With Unit #6 Addition: OPEN SPACE: 65% OPEN SPACE: 57% (15,995 SF) y ,�� LOT COVERAGE: 35% LOT COVERAGE: 43% (11,855 SF) LOT DEPTH: 180' LOT DEPTH: 180' �_ _ FRONTAGE: 173' FRONTAGE: 173' • TOTAL UNIT AREA: 4920 SF PREVIOUS UNIT AREA: 4920 SF �- ��..{{ ZONING: URC UNIT #6 ADDITION: 1800 SF _- � UNIT #2 SF ADDED: 525 SF I TOTAL SITE AREA: 27,850 SF ' TOTAL UNIT AREA: 7245 SF PARKING: 19 Total PARKING: 17 Total M (5 Garage, 14 Surface) (7 Garage, 10 Surface) / E ____ ___\ EXISTING ,---------- / 11'ARKING TO BE I Ct O / EXISTING TERRACE REMOVED 60 I O CA O � ��-' t , �, °' ' -==================------- ' STING E--.4 � i ce, POMEROY TERRACE BUILDING A ______ __ _== PARKING TO 3 _ ______- BUILDING = _ =____ 1 REMAIN ' ' r� ty ' ih�i .----------------------- ��,�, 1111111 __-- --- �� 1) 1 - --- -- ----- ------- - - - - -- _ 1 1 1 1 1 1 1 —0 V EXISTING ====== = = = = = _ _ = °_ _�_�_�_ SEWER LINE DECK ________ -°_ N - _=: 1 1 1 1 1 11. _: � 0 1 11 1 1 1 : 1 :!:5- WATERLINE �, 0 " CLR 2-HR WALL ' ' , '1','''''' '' ' '' _' VAL O cli ' a � � 1 � 1�1�1 � 1 i �1i� :II� 1 � 1 i 1 � 1 i�� ` ATERME �� v �C.�y BUILDING D �¢ 1 11 11111 11111 1 1 1 1 1 1 1 11111 1 O ' 3 111111111111111111 O I11l11111111111111 111111111111111111111111111111111111 1 �T p-+ 1i1i1� '�1��11114411111 ' � RP• E x �1�1.1.1 .�G�,�1�11y11�1 • O 4�j • op O N ' , ' , 1_, S .ELECT Ct p d1 f-� BUILDINGC ' i'i'i'i'i' � > EXISTING iii'i'i 1:41! ____ - AMI;i;i;i; EX C 1 ) DRIVEWAYS AND \ ' ARKIN TO BE C o n s u l t i n g PARKING 7' —6" RE VE Design g I 413. 253. 0080 24' 45' - lsm@ConsultingDesign.com �' 35 - Amherst, MA 01004 l sm Consultin Desi com BUIL 1 ING B ALE, BUILDING E EXIS ING SITE P •• ' I G To PLAN --_______ i �- -_ ° o � R AIN ' `ri _� Revision: #1; 10 -30 -12 W I I,I ,Te x,1- S,T --- ° t DESIGN DRAWING LL 11 �i� T � �I DATE: OCTOBER 22, 2012 ° Al .0 1,,, SITE PLAN A1.0 ; SCALE: 1" = 20'--0" O G Sheet Number: - .;...".-`;2;...'"- . _ , . . ,,, , , . - . . , t - ,' -",- - ,. 6 ''- .1,''''''''.1,./ ::::' ,•I't:';',:l' '..'1.,A'i'",'&;''''. ,,:,i'.'A;4P4r4:', : ':::, :,.; iii'''47' '', ,;:,. :4:' , ....', ' '' " : ''' ';1:-: '": ''''''':: : . 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'--- • , ...,.,„,-,,,,,,,,,,,,. - -.. -,......... . , y . _ A Y t ,, a . 4 f ` L 1, '- + .. 6 , ; *. fi y � 1 1 , , . ft. 4, 0, t i d 4 r . , ' a: , MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 587 -1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 40 Eastern Avenue Inquiry Made By: Burt Ewart — (413)326 -1646 Date of Inquiry: 10/25/12 Number of Type of Single Family Type of Private X Units: 1 Unit(s): Apart. Comm. X Ownership: Condo Multi - family Rental (Annlicant to fill out the above) Municipal Water Main in Front of Location? Yes: X No: Exiting service to site? Yes: No Size of Water Main: 8" Material: Ductile Iron Age: 1991 Approximate Static Street Flow Test Conducted: Yes: No: Pressure: If done attach results Size of Service Connection 1" Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installaf • s a • e made with the Northampton Water Department with a minimum wor ' g days notific. '.n. • All wo sh 11 con • ' o No _ . mpton Water Department specifications. David W. Sparks, Superintendent of Water Dept. Water Entry $200.00 Meter $100.00 Radio $100.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. ',,srnb l`admin Permits\,Wat Application \Water Availability.doc V -0 -t MUNICIPAL SEWER/ AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587 -1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: #40 Eastern Avenue Inquiry Made By: Burt Ewart — (413)326 -1646 Date of Inquiry: 10/25/12 Reason for Enter into City Sewer System Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 1 /2 deep Yes X. No Size of Sewer Main: Material: e J Age: I Depth of Sewer Main: ert - 7 1 Size of Service Connection: N k oc.e ) Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub 5. Comments: Note: If this availibilitv is for new construction, this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. rA t a fi lo ; d a d John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner V 'J Fire Rated Assemblies / Wall and Partitions System UL Design U303 or GA -WP -8131 Exterior Walls 1 Wood Stud (Loadbearing) Fire Assembly Detail ( View More Info on UL.com Related Fire Assemblies Fire Rating STC System Thickness Limiting Height Detail Test Number Rating STC Thickness 1 hr 5 -118" - - UL U303 1 5 -118" 5`. ' Interior Partitions CAD REVIT (fl flfl( `/ • �f if 51/.. I II II I I I I 11 II II I, tI 1f11111lPilli 1111111111111 If II , ,, g7 If I./ r I 1 I , I , ) UUL)1. � _ ) L. _)_s fit )( Download CAD Download REViT Cement Board Face Layer, 1/2 or 5/8 in. thick board, applied vertically or horizontally DD'UROCK Cement Board Next ^.yen Sheathing Base Layer, Min 15/32 in. thick, 4 ft wide, wood structural panels, min grade Materials "sheathing" applied vertically Wood Studs 2x4 wood studs spaced max 16 in. OC Batts and Blankets 3 in. mineral wool batt insulation Gypsum Board Face Layer, 5/8 in. thick gypsum board applied vertically or horizontally. SHEETROCK, UitraLiaht Firecode X Gypsum Panels SHEETROCK=?, Mold Tough"' FIRECODEE Core ifype.X SHEETROCK't FIRECODE® Core ITvpe Xl SHEETROCK®Moid Touch VI-f1 Firecode Core Gypsum Panels SHEETROCK® Mold Tough'" AR FiRECODE® Core (Ty€ . Xl SHEETROCK® Abuse- Resistant FIRECODE' ®- Core Gypsum Panels SHEETROCK® Mold Tough'' FIRECODE -® C Core Gvosurr Panels F;BEROCK® Abuse- Resistant VH1. interior Panel FiBEROCKG Aqua - Touch" VHi Interior Panels FIBEEROCK® Abuse - Resistant Interior Panels FIBEROCK:®: Aqua- Tough`" Tile Backerboard Panels IMPERIAL® Gypsum. Base FIRECODE® C Core IMPERIAL& Gypsum Base, FIRECODE® Core Fire Rated Assemblies / Wall and Partitions System UL Design U305 Exterior Walls / Wood Stud (Loadbearing) Fire Assembly Detail I View More info on UL.corr Related Fire Assemblies Fire Rating STC System Thickness Limiting Height Detail Test Number Rating STC Thickness 1 hr 4-3/4" ." " • UL U305 1 34 4-3/4" C USG30FT- G & H AD REVIT Interior 4 Partitions 3 /4" UL U305 1 37 4-3/4" USG-860807 Interior C A D REVIT Partitions Download CAD Download REVIT l'•■;r " ;IlIf if) UL U305 1 46 4-3/4 Gypsum Board Face Layer, 5/8 in. thick gypsum board applied vertically or horizontally. BBN-700725 Interior SHEETROCK® UltraLi ht Firecode X G - sum Panels cAD REVIT Partitions SHEETROCK® Mold Touohn FIRECODE® Core (Type X) SHEETROCK® FIRECODE® Core (Type XI • UL U305 1 4- SHEETROCK® Mold Tough VHI Firecode Core Gypsum Panels Interior 13/16" SHEETROCK® Mold Tough AR FIRECODE® Core (Type XI Partitions CAD RE.ViT SHEETROCK® Abuse-Res■stant FIRECOCE■7-f Core Gypsum Panels SHEETROCK®, Mold Toth:1 FIRECODE® C Core Gypsum Panels FIBEROCK® Abuse-Resistant VHI interior Panel FiBEROCK® Aqua-Tow:0' VHI interior Panes FIBEROCK® Abuse-Resistant interior Panels FIBEROCK® Aqua-Tough'" Tile Backerboard Panels IMPERIAL® Gypsum Base FIRECODE® C Core IMPERIAL® Gypsum Base, FIRECODE® Core Wood Studs Nom. 2 by 4 in. wood studs spaced 16 in. OC max, effectively firestopped Gypsum Board Face Layer, 5/8 in. thick, 2 ft wide gypsum board, tongue and groove edge, applied horizontally to one side of the assembly SHEETROCK® FIRECODE® Core Gypsum Sheathinq (Toe X) Fire Rated Assemblies / Wall and Partitions System UL Design U308 Exterior Walls / Wood Stud (Loadbearing) Fire Assembly Detail / yieyv1y1pro jjr 14....com Related Fire Assemblies Fire Rating STC System Thickness Limiting Height 2 hr 6" 5 II I (').\\\ 1 11 II II II 5" I 11111/111111 111111111/111 1 11 10 11 It II li ol 11 11 11 1 1 4.1.■•■•• . , Download CAD Download REVIT Gypsum Board Face Layer, 5/8 in. thick gypsum board applied vertically or horizontally. SHEETROCKW Firecocie X qyinquin PaileN SHEETROCK69 Mold Tomph FIRECODEN CorQ (TY!!!!2c) sHEETROCFCTJ'IRE(29DE Corentpe SFIEETROCK® Mold Tough VHI Flrocode Core Gypsum peam))) . .SI* LTRO(KOMold !'"at3 or trypv .RIELIKT,Foplig,,AbowlicliolotiLFIREcPtA.V ctwo_ciyou■II pito!?N SHEETROCK0 Mold Tough ". rIRE( ODE) C C9tAcM,§,pu )."oneiy,) POT f3 P.Y.PFliN§9.1.1!3E;:c.PigqP_P EMpERIALQ:)_c_iy_psutplsaso,f_llicppEN,c9rp Gypsum Board Base Layer, 5/8 in. thick gypsum board applied vertically or horizontally. SHEETROCK(lOUltralAtht riff:CO(1e X Q1)1411111 Patiols RPC19 §HEETROCK® FIRECODE1) CorSiTyPo )5H ..EJR9ckaO,MuldjullII!)..\ rAllt!c90 ql.1/APYPskl!)1 ,ILW,Pfir.,)CK(ii) Mold Tomiill'm Aft firifiCf)PP)0CnrcqTypp. Xl 8LIEET,ROCF0) Alums-Resistant FIRECODEW Core Gypsum Panols SHEETROCKW Mold Tough 'm FIRECODE09 C Cure Gypsum Pands P.9Pk.),J9 IMPERIALO)) Gypsum klass,FIRECWEC/9 Core. Wood Studs 2x4 wood studs spaced max 16 in. OC Batts and Blankets 3 in. mineral wool batt insulation Gypsum Board Base Layer, 5/8 in. thick gypsum board applied vertically or horizontally. , Rift.S.ROPtNILitr4i1W,k1I,C;g0, C:i.YM!!!_r!.anc.1.4, SLJELTIROCK® Moyl jouglI'm FIRECODE/A) Core 1Typn )c) §11EETROCK(A) EIRECpDEV,Core (Typu,29, SHEET MoiciT.P49.1LYHtFir9012 gclIAPIA) SHEETF2QgKV Mold Tougtp" AR FIRECODEO) Core (Tos) X) §1IFF: IMPERIAL/A) Gypsum Base FIRECODF.AP C Core IIVINFRIALSRAGyoum Bas!),FIRECOLIElY Co_r_o Gypsum Board Face Layer, 5/8 in. thick gypsum board applied vertically or horizontally. SECliROCK/A) FIrtmoil■t(ry Core Glim_sylat itji in sHEE:f RDCK®F;RECODE®C oroGypsuni5Iieathin [TypeX) t"FZ f • �� DEPARTMENT OF BUILDING INSPECTIONS `4 1 -° 2I2 Main Street 6 -Municipal Building ; ; INSPECTOR a Northampton, MA 01060 • • • • LOCATION q /7 Po M E1 • • • SQUARE FOOTAGE AMOUNT BASEMEN`!' @ :20 • • 1 @ .50 1 1 b � zN°Fil @ 30 : ----� ' l2 FLOORS, FINISH ATTIC, GARAGE @ 20' 5 1 10 41 j 5. g c) • ' DECK/PORCHES @ :20 �) - C> ` v • TOTAL.. -2 31 • • • • • • • • • • • • • • • • \, , Jrr'M2 �• 90 Pomeroy Terrace, Building E Code Summary � Page 2 of 2 5. The Party Wall shall extend to the underside of the roof deck, which shall be either non - combustible construction, or covered with Class B roofing materials (IBC 706.6 exception 4). 6. Building E shall be located five feet from the adjacent Building D. To satisfy the code requirements of exterior walls, IBC Table 602, the east exterior wall of building D's east wall shall be reconstructed to meet a 1 -hour rated Fire Wall per IBC 721.6.2, rated for exposure from both sides of the wall per 705.5. In addition, Building E's east wall, where adjacent to Building D and 18" beyond, shall be a 1 -hour Fire Wall, rated for exposure from both sides (IBC 705.5. and Table 602) 7. The wall between Building E and the breezeway to the north may have no fire rating (IBC Table 602) Fire Protection Provisions: Building E, as a relocated unit of the existing 90 Pomeroy Terrace Condominiums, is considered a separate Fire Area that includes the breezeway south of the existing Building A. IBC 903.2.8 specifies that an automatic fire sprinkler system shall be provided throughout all buildings with a Group R Fire Area. 1. This provision applies only to the new construction, as the existing structures are separated by fire /party walls from the proposed structure. ; c.) 2. No automatic fire sprinklers are required in the adjacent existing structures. 3. The sprinkler system shall be designed per NFPA 13R (IBC 903.3.1.2) 4. Quick-response heads shall be used in the dwelling unit (IBC 903.3.2) ' 5. The domestic water supply may be used as the source for the sprinkler system per 903.3.5.1.1, provided the entire system has fewer than 20 heads and the water supply is designed per NFPA 13, or 13R. Alternatively, a separate water service may be provided for the sprinkler system. Backflow prevention devices as approved by the City of Northampton Water bureau shall be installed to isolate the fire sprinkler system from the town or the building's domestic water supplies. 6. Sprinkler System supervision is not required, assuming that the system is fewer than 20 heads (IBC 903.4 exception 2). However, a water flow alarm bell must be installed on the exterior of the building per IBC 903.4.2. 7. Automatic Fire Protection systems shall be designed by appropriately licensed designers, and the designs shall be reviewed and permitted by the Authorities Having Jurisdiction before installation. Fire Alarm and Detection Systems Provisions: Fire alarm and detection devices shall be installed per IBC 907 in Building E, and those devices shall be tied into the existing fire alarm system at 90 Pomeroy. The existing fire alarm panel will be modified to accept the additional addressable zones and fire protection system monitoring points, if required. Burt Ewart Registered Professional Architect 327 Shays Street Amherst, MA 01002 413=326.1646 - April 29, 2012 0 �7 Massachusetts Building Code Summary \\ 90 Pomeroy Terrace, Building E Project Northampton, MA Project Intent At the existing 6 -Unit 90 Pomeroy Terrace Condominiums, reallocate the space of the existing Unit 6 to Unit 2, and construct an adjacent structure (Building E) that will house Unit 6, as permitted by the existing Site Permit. The proposed solution is to treat the new structure as if connected to the existing building for Planning Code purposes, to satisfy Planning Code requirements that there be no more than one principal structure on the site. However, for Building and Fire Code purposes, the new structure will be separated from the existing building with a party wall as required by the Building and Fire Codes, so as to maintain the definition of two buildings on one lot (i.e. the new structure is NOT an addition to the existing structure, from a Building Code perspective). Code Summary, utilizing the Massachusetts Building Code, 8 Edition (International Building Code, 2009 and International Existing Building Code, 2009 with amendments), and The Massachusetts State Fire Code, MGL 148, Section 29): Existing Buildings on the Site: A. 90 Pomeroy Terrace Condos, Principal Structure: Group R -2 Occupancy Type V -B construction 3 stories plus basement 6,700 GSF total area, including basement B. 1912 Carriage House Structure: Group U (Private Garage) Occupancy Type V -B construction 1 story 300 GSF total area C. 2 -Car Garage (Constructed 2011) Group U (Private Garage) Occupancy Type V -B construction 1 story 480 GSF total area D. 1 -Car Garage (Constructed 2012) Group U (Private Garage) Occupancy Type V -B construction 1 story 218 GSF total area Proposed Structure (Building E): Group R -2 Occupancy, with Group U Garage on ground floor Type V -B construction, with fire sprinlders 2 stories above basement/garage level 1,950 GSF Includes elevated deck structure accessible by Unit 2 in Building A. Relevant Code Sections and Commentary: 1. Building E to be constructed in conformance with the 2009 IBC, as New Construction. 2. Building E to include a Party Wall adjacent to Building A, per IBC 706.1, of 2- hour fire rating (IBC table 704, exception a). This wall to be constructed on the south side of the breezeway between Building A and Building E. 3. No openings of any kind shall be in the Party Wall, and there will be no interior connection of any kind between Building A and Building E, making moot MGL 148, section 29G, since Building E is not an addition to Building A, by definition. 4. The Party Wall, being a Fire Wall, shall extend 18" horizontally beyond the face of the perpendicular exterior walls of Building E. (IBC 706.5) 90 Pomeroy Terrace, Building E Code Summary Page 2 of 2 2. Party Wall separation between Building E and Building A: a. Building E to include a Party Wall adjacent to Building A, at the southern end of the deck off Unit 2, per IBC 706.1, of 2- hour fire rating (IBC table 706.4, exception a). b. No openings of any kind shall be in the Party Wall, and there will be no interior connection of any kind between Building A and Building E, making moot MGL I48, section 29G, since Building E is not an addition to Building A, by defmition. c. The Party Wall, being a Fire Wall, shall extend to the face of the combustible exterior sheathing of the exterior walls perpendicular to the Party Wall, which shall be 1 -hour minimum rated for a distance of 4 feet from the Party Wall. (IBC 706.5, Exception 1) d. The Party Wall shall extend to the underside of the roof deck, which shall be either non - combustible construction, or covered with Class B roofmg materials (IBC 706.6 exception 4). 3. Building E shall be located a minimum of five feet from the east wall of adjacent Building D. To satisfy the code requirements of exterior walls, IBC Table 602, the east exterior wall of building D's east wall shall be reconstructed to meet a 1 -hour rated Fire Wall per IBC 721.6.2, rated for exposure from both sides of the wall per 705.5. In addition, Building E's west wall, where adjacent to Building D and 18" beyond, shall be a 1- hour Fire Wall, rated for exposure from both sides (IBC 705.5. and Table 602) —OR- the East wall of Building E shall be constructed as a 2 -hour Party Wall as noted in (2) above) 4. Building E shall be located a minimum of five feet from the east wall of adjacent Building D. To satisfy the code requirements of exterior walls, IBC Table 602, the south exterior wall of building D shall be reconstructed to meet a 1 -hour rated Fire Wall teC ; ` rated for exposure from both sides of the wall per 705.5. In addition, Building E's garage north wall, facing Building D and 18" beyond, shall be a 1 -hour Fire Wall, rated for exposure from both sides (IBC 705.5. and Table 602) —OR- the East wall of Building E shall be constructed as a 2 -hour Party Wall as noted in (2) above) 5. The existing South Wall of Building A facing Building E and separated from Building E by a breezeway at the ground level and deck at the second level shall require no fire rating (IBC Table 602) 6. Within Building E, the Private Garage space shall be separated from the dwelling space by 1 -hour rated construction Fire barrier (IBC Table 707.3.9) a. Openings in the Fire barrier are limited to no more than 25% of the length of the fire barrier and no more than 156 SF (IBC 707.6) Fire Protection Provisions: Building E, as a relocated unit of the existing 90 Pomeroy Terrace Condominiums, is considered a separate Fire Area that includes the breezeway south of the existing Building A. IBC 903.2.8 specifies that an automatic fire sprinkler system shall be provided throughout all buildings with a Group R Fire Area. 1. This provision applies only to the new construction, as the existing structures are separated by fire /party walls from the proposed structure. 2. No automatic fire sprinklers are required in the adjacent existing structures. 3. The sprinkler system shall be designed per NFPA I3R (IBC 903.3.1.2) 4. Quick- response heads shall be used in the dwelling unit (IBC 903.3.2) 5. The domestic water supply may be used as the source for the sprinkler system per 903.3.5.1.1, provided the entire system has fewer than 20 heads and the water supply is designed per NFPA 13, or 13R. Alternatively, a separate water service may be provided for the sprinkler system. Backflow prevention devices as approved by the City of Northampton Water bureau shall be installed to isolate the fire sprinkler system from the town or the building's domestic water supplies. 6. Sprinkler System supervision is not required, assuming that the system is fewer than 20 heads (1BC 903.4 exception 2). However, a water flow alarm bell must be installed on the exterior of the building per IBC 903.4.2. 7. Automatic Fire Protection systems shall be designed by appropriately licensed designers, and the designs shall be reviewed and permitted by the Authorities Having Jurisdiction before installation. Fire Alarm and Detection Systems Provisions: Fire alarm and detection devices shall be installed per IBC 907 in Building E, and those devices shall be tied into the existing fire alarm system at 90 Pomeroy. The existing fire alarm panel will be modified to accept the additional addressable zones and fire protection system monitoring points, if required. . vv. `;. 95,E Submitted by Burt Ewart $ No 30795 f 111 MVK:rst / 4,f .Burt Ewart Registered Professional Architect 327 Shays Street Amherst, MA 01002 413-326-1646 October 24, 2012 Massachusetts Building Code Summary 90 Pomeroy Terrace, Building E Project Northampton, MA Project Intent: The existing 90 Pomeroy Terrace Condominiums is permitted to include six units as an existing non- conforming use. Units 1 through 5 have been renovated in the following order — units 2 and 3, unit 5, unit 1, then unit 4. Most recently, Unit 2 was enlarged by combining the space in the former unit 6 with unit 2, connecting the spaces with an internal stair. This combination of units was done with the agreement of the Building Commissioner that the right to six units would not be removed by the combination of units 2 and 6. This project is to construct a replacement sixth unit as an addition to the existing as defined by the Northampton Planning Code, with fire rated separations as required by the Massachusetts State Building, as permitted by the existing Site Permit. The proposed solution is to treat the new structure, called Building E, as if connected to the existing building for Planning Code purposes, to satisfy Planning Code requirements that there be no more than one principal structure on the site. However, for Building and Fire Code purposes, the new structure will be separated from the existing building with a .arty wallas required by the Building and Fire Codes, so as to maintain the definition of two bu .'' 4 :e 4144 O structure, from a Building Code perspective). Code Summary utilizing the Massachusetts Building Code, 8 Edition (International Building Code, 2009 and International Existing Building Code, 2009 with amendments), and The Massachusetts State Fire Code, MGL 148, Section 29): Existing Buildings on the Site: A. 90 Pomeroy Terrace Condos, Principal Structure: Group R -2 Occupancy Type V -B construction 3 stories plus basement 6,700 GSF total area, including basement Includes elevated deck structure accessible by Unit 2 in Building A. B. 1912 Carriage House Structure: Group U (Private Garage) Occupancy Type V -B construction 1 story 300 GSF total area C. 2 -Car Garage (Constructed 2011) Group U (Private Garage) Occupancy Type V -B construction 1 story 480 GSF total area D. 1 -Car Garage (Constructed 2012) Group U (Private Garage) Occupancy Type V -B construction 1 story 218 GSF total area Site Area: 27,850 SF Total Site Coverage: 7,698 GSF Total on 27,850 SF site, 27.6% Floor Area/Site Area ratio Proposed Structure (Building E): Group R -2 Occupancy, with adjacent and attached Group U Private Garage Type V -B construction, with NFPA 13R fire sprinklers 2 stories with adjacent ground -level garage (garage not included in floor area) Gross Floor Area 1,920 SF Relevant Code Sections and Commentary: 1. Building E to be constructed in conformance with the 2009 IBC, as New Construction. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations — �. ��; 600 Washington Street . ` ' " V Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name (Business /Organization/Individual): ;; -l f t '9 . p ' . r u (s . Address: /G ¥( k—iL 67„s; 4re€ I- City /State /Zip: . ....., .- k , t ) , ' Phone #: // - 7 - 3a,-5'd Are u an employer? Check the a' propriate box: Type of project (required): I. Iam a employer with I t 4. 0 I am a general contractor and I employees (full and/or part- time).* have hired the sub - contractors 6. Ne construction 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. emodeling These sub- contractors have ship and have no employees 8. 0 Demolition for me in any capacity. employees and have workers' working Y P h'• 9. D Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11. ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. ❑ Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' l3.0 Other comp. insurance required.] I *Any applicant that checks box #1 must also 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 state whether or not those entities have employees. If the sub - contractors have employees, 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. / Insurance Company Name: It) 4 t' �;,� �! Z-.11 Policy # or Self-ins. Lic. #: POCu'C & V ' Expiration Date: VC // / 3 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 fine 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 and r the p ins and penalties of perjury that the information provided above is true and correct Signature: 4/\-- Date: /' — / /—/ 7 Phone #: �''`1 13 ri e 7 310 ti & 'i (l � fCiaFL.��e ^7: /y. Da'.:2Cf.;rrrio- i!:-th'� area, to be completed by city or town official II City or Town: Permit/License # Issuing Authority (circle one): T City/Town 4. El Plumbing riuuiuiri__t i. Board of Health 2. Building Department 3. l.lt - y/ 1/IT 'W0n Clerk 4. Electrical inspector 5. g I u�s_Ye��or 6. Other Contact Person: Phone #: Version1.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes ® No 0 SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, L_ / F -YE,-1 , as Owner of the subject property • hereby • u horize J ° ' ' " L i ►V v1 I f"" " 1 I I) I &o " `b— But i.-1) to act on r • -h -"F!'•-rs f-i; 1 - to work t ed by this building permit application. 6) ..0_ h ( m(7- Signal ": • .. •• l Date I, • c }C?. L6k_v4-7 , 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. r J ®lAVl. Lc(. - - Print Name / ' /O /6' -- /7 Signature of Owner /A nt Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: I > Not Applicable ❑ Name of License Holder : 1JD� 'ri/ C5 93 Y5 0 License Number /0 Y ikMh 1.-. Sf .- be,- 11 L i /Y4' (wee 3 29— C2 / 3 Address Expiration Date ,# A 4//3-7-300 -• Signature 7 Telephone SECTION 13 - 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 build' g permit. Signed Affidavit Attached Yes No • Version1.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: "f3up-r" Not Applicable ❑ Name (Registrant): P -0 - 3/ �,�[,� 3 hu t� t c� o ��,,"� [,1�. T Registration Number Address" � � N:A CT � �' (4 i 3) 3 _ j /mil Expiration Date Telephone t �4� 9.2 • s • - rofessional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor "Rd ,4i ( 5�` o+ .¢c �✓ � eil / i.t . Not Applicable ❑ Company Name: L Responsible In Charge of nstruction Address Signature r Telephone Version1.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 27,850sf 27,850sf Frontage 430' 430' Setbacks Front �^ Side L: R: L: te r tc R: ° Rear l ° C . t Building Height Bldg. Square Footage 65 % t-3 O /`' Open Space Footage % /` (Lot area minus bldg & paved parking) # of Parking Spaces 19 ? Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO O DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW © YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained Q , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. • Version 1.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs ❑ Demolition ❑ Repairs • Additions IMf Accessory Building ❑ ou t Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofin hange of Usen Oth Brief Description Enter a brief description here. � - �( / * Cial.fre Of Proposed Work: Apt? tf i crN `rd tw V t Irk A A-r OE , J L SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly A -1 ❑ A -2 ❑ A -3 ❑ 1A I ❑ A-4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 5B I ❑ U Utility ❑ Specify: I. M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 1 1 St St 2nd 2 nd 3rd 3rd 4 4 4 Total Area (sf) Total Proposed New C nstruction (sf) (.pa Total Height (ft) I Total Height ft 7. Wa r upply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewa e isposal System: Public Private ❑ Zone Outside Flood Zone Municipal On site disposal system❑ • Versionl.7 Commercial Building Permit May 15, 2000 1 r Department use only City of Northampton Status of Permit: o I 1 6 2012 Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability R nr'roN Mp01060 Northampton, MA 01060 Two Sets of Structural Plans phone 413 - 587 - 1240 Fax 413 - 587 - 1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office 90 POMEROY TERRACE Map Lot Unit Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Linda S -r e and Burt wart P.O. Box 2943, Amherst, MA 01004 Name (Print) Current Mailing Address: / I # (413) 326 -1646 0 Signature � fI . / ..► _ Telephone 2.2 Authorized Anent: 164 -kiU r ND(2 t i -m ' steo/t5E. -D /0 4 P„ to Name (Print) Current Mailing Address: yi 3 - 5g730 50 Signature AerAai Telephone SECTION 3 iSTIMATED CO STRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building , ail (a) Building Permit Fee 2. Electrical f . Soo 00 ( b) Estimated Total Cost of Construction from (6) 3. Plumbing JG COO r 0 0 Building Permit Fee 4. Mechanical (HVAC) 6,006 D 5. Fire Protection 6. Total= (1 +2 +3 +4 +5) � - Check Number / /o a OA .'3 0 l This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date W ATE(Z SFtver< File # BP- 2013 -0457 0A11 R$ I L iT1 3 b f RCV APPLICANT /CONTACT PERSON JOHN LANDRY 21 N (�\ CE (� CN lei ADDRESS/PHONE 104 NORTH ELM ST NORTHAMPTON (413) 204 -9880 PROPERTY LOCATION 90 POMEROY TERR 1) 4 j1€ 1' MAP 32C PARCEL 260 000 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out t Fee Paid //6� ftZ 4" Typeof Construction: CONSTRUCT 2 STORY ADDITION (UNIT 6) & ATT 24 X 24 GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 093450 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOy.MATION PRESENTED: L./Approved Additional permits required (see below) N 1 0 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 Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information.