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I I 1 I t I I FLOOR I I l 1 I 1 I I I I 1 I 1 I I I I 1 I I 1 I 1 I J I I I 1 I I t I I I 1 I- 1 I_ '\ I I I l I 1 I I I 1 1 1 1 I I I 1 I I I I 1 1 I I I I I I I I I 1 I I I I I I I I I I l I / ,,, i I , � � � � , � � � � � � � � � � '',,' ���� Revision: #I IO -30 -12 ����� _ ►���i _ ;�;�; y DESIGN DRAWING _ ,;';, _ ; DATE: OCTOBER 22, 2012 ENLARGED SECOND FLOOR PLAN '�'�' - -- � A2.2 � „ ��-7 Sheet Number: A2.2 � SCALE: 1 /4 = 1 —0 \v/ -,.-- 4' ��� 1 A4.0 ;' L " � Il 1 ' 1 —HR WALL . r � N � • r--� 14' -9" - / �� - U �� � _o w 3' ~- 7 O � - 7' � � to .� � 4' -10" I I U N M _ - I I 36" g' � � I I � � ' - O U ■ U P 36 � � E-, O w� :���_ 1 � � 1 � � .-, - �, - 8 Q Il _ ( ) � Ills � � � � - 1 � � � � a °� - -t- - -- T � - � � 10' -0" Consulting Design � ` 8' -0" ,--, Cis, 2Q� - 9 >� _ 413.253.0080 PAOhBOXM29A4 01004 I I t lsm @ConsultingDesign.com �A_,� �A O D 1 —HOUR WALL BUILDING E ' �' L ........... - r�_ � � � s_�_� � � . �..__._«s ENLARGED 2 —HOUR FIRE WALL SPRINI�I,ERS ELECTRICAL FLOOR >> � 5 � O >> p � I � • - -�► 1 8 -.�— AC' . , , , , , ' PANEL _ Revision: #1; 10 -30 -12 �V� DESIGN DRAWING 18" 6 MAN. DATE: OCTOBER 22, 2012 F� ;' 1 �, ENLARGED FIRST FLOOR PLAN 0 A2.1 � � Sheet Number: A2.1 ; i SCALE: 1 /4 = 1 -0 38' -0" - . r ..� 4' ��� 1 -HR WALL � '� 2 ,. — �, ,,� 3 ■ _ /� / j 7 F i � �,.�' �' r V O 4' -6 `" 1 � I I � �' 9' y ^ / O ___/ _ p }� �� ��� MFG �, 1 ' . J � - '/� r . � 1 w/o (� � �— � ` I �. °� w � v �� A4.1 ;� � � � �' �n ' " �„ 4 � � (E) DECK I .- 3 �� ", � O V �' -�i � A4.1 ,' � lai �' � A4.1 � �s � � � n O I — - - — � � L � O 1 -HOUR WALL �' "+ H � } 2 -HOITR FIRE WALL M SPRINKLE''' � ELECTRICAL � �+ 5' 0" MIN. -i-� 8 ® � •r J P.4rrEL [ y � � � 18" a � � O a � � _ O BUILDING D � ,_ „ O _ 24 0 Consulting x Design N _ 413.253.0080 F— 7 � -6 �� —� P.O. BOX 2943 j Amherst, MA 01004 � 1 Ism @ConsultingDesign.com � $,� } BUILDING E FLOOR PLAN AND GARAGE Revision: #1; IO -30 -12 DESIGN DRAWING DATE: OCTOBER 22, 2012 1 � �, FIRST FLOOR PLAN AND GARAGE 0 A2.0 A2.0 ,'� SCALE: 1 �8" = 1' -0" � sheetivumber: �_ � 4 � :'' � ���� ; 1 -HR WALL ASSEMBLY: � ►= �5�`�,,��''�`�`'''`�,,' EXTERIOR SIDING PER ELEVATIONS '�� ►� E V -1 '�.� � �..� � = UL DESIGN U305: �'� � -- - -- � 1 -HR WALL ,� � � .� 5 /$" GYPSUM BOARD ,, �� � � �,,, VAPER BARRIER �� ,, � .� ; � 2 X 6 FRAMING @ 16 O.C. � � ► � , � R -19 MINERAL WOOL INSULATION ,� � :. EXTERIOR � INTERIOR -. ,, � �� � � 5/8" GYPSUM SHEATHING, � ;, 'Q�� �� � or MA CODE ALLOWED � i' S/8" CEMENT BOARD FIItE TREATED 'r.: . �. r.,�....�.�.r.r.......r..,..... WOODTRIIvf i % 2 � WALL DETAIL �- � � A4.1 SCALE: 1 " = 1' —�" ROOF ASSEMBLY: � p � � 30 YR ARCH CLASS A SHINGLES EXISTING O #15 ROOFING FELT -� DECK 1/2" STRUCTURAL SHEATHING � � � INSULATION AS REQUIRED BY CODE _- - � 1 .� � (V �) �� � € 2 -HR WALL ASSEMBLY: � I � � � ��;' `� EXTERIOR SIDING PER ELEVATIONS � � � �� �f � � � UL DESIGN U308 FLB � , � � �= a � 2 LAYERS 5/8 GYPSUM BOARD @ °O -. � �� � � � � � c� EXTERIOR � �� � � INTERIOR VAPER BARRIER - O � �.� 2 X 6 FRAMING @ 16 O.C. _ � � ►� _ 2 -HR WALL R -19 MINERAL WOOL INSULATION FLASHING � � �'� "�� .� �_ `�"�' �`-� 5/8" GYPSUM BOARD � F � 2 -HR WALL ASSEMBLY: �� � � ���'�'�'�'�'�'� �' S/8" GLASS -MAT SHEATHING �E� DECx o � ��� � �' �,./ `�1 EXTERIOR SIDING PER ELEVATIONS COLUMN � t "'' � � � ►�f' r, ^ UL DESIGN U308: � cC3 �-,- - -�- --- -- - -�- 2 LAYERS 5 /8" GYPSUM BOARD O _ - - - -- VAPER BARRIER � + 2 X 6 FRAMING @ 16" O.C. p R -19 MINERAL WOOL INSULATION :: p.,� � 3 ,WALL DETAIL s/g "GYPSUM BOARD „ 5/8" GLASS -MAT SHEATHING 12 SKIRT BOARD, �, A4.1 ,' SCALE: 1" = 1' -0" TYPICAL. '= Consulting RIGID � � Design e INSULATION I III — 'III - 1 11 — I I (- 1 -HR WALL ASSEMBLY: � � � A - -� i T= T 413.253.0080 :� � W .. �� _— — f �) I � — - P.O. BOX 2943 EXTERIOR SIDING PER ELEVATIONS ► � E '� � ��• �'�' � � � � • �� •• �_— I I 1� -DTI I I = �.� Amherst, MA 01004 �' � r I r � � � •'� I r't� ►'. �� "' � — I �� Ism @ConsultingDesign.com UL DESIGN U305: � �� i � • I� 1� F� f� f� 1� F� t� F7 F� f� .fit � �1- I' TfT�_ I —I I t T 5 /8" GYPSUM BOARD ; �� i Z .4 '- �'- �' �''�'-�"�•�'�'�' I I I T =T I1= VAPER BARRIER INTERIOR � �� , z EXTERIOR =1 — I =— - � I — TfT� � I — „ ► ► t , ���Tf� 1T� I — i _ I —I T = �I� BUILDING E 2 X 6 FRAMING @ 16 O.C. � ` � �� —p,E 111 -i1 ��— — — ��r ►►�� i—I I - : >� 1 �f T WALL R -19 MINERAL WOOL INSULATION 1 -HR WALL NON RATED „ _,�... ��..,� ►�-� �(f I _ _ -' %`< ' � �-.I —I L�ITIi, ' SECTION S/8 GYPSUM SHEATHING ' ...._ � � � �.::. � � :::� �.:::. _ _ I I I or MA CODE ALLOWED � '��'�'��'��� „���, �' , � ���T� ITi � I► ��� r n '`�, •�//''i,`�" � �''/'" �`� Revision: #1; 10 -30 -12 S/8 CEMENT BOARD �,_ tip_ ti ti_ :�,♦ � .-, GARAGE INTERIOR DESIGN DRAwnv� DATE: OCTOBER 22, 2012 (GARAGE INSULATED FOR SPRINKLER SYSTEM} �' 4 WALL DETAIL 1 WALL SECTION A4.1 I � `� A4.1 SCALE: 1 = 1 —d A4.1 $GALE: 1�2 = 1 —0 sheettJumber: Existin : With Unit #6 Addition: r`..�-- `�`"`-�'`��'� � �' g OPEN SPACE: 65% OPEN SPACE: 57% (15,995 SF) LOT COVERAGE: 35% LOT COVERAGE: 43% (11,855 SF) LOT DEPTH: 180' LOT DEPTH: 180' �_ _ - ---""' FRONTAGE: 173' FRONTAGE: 173' _ ' . �1.� TOTAL UNIT AREA: 4920 SF PREVIOUS UNIT AREA: 4920 SF UNIT #6 ADDITION: 1800 SF — TOTAL SIT AREA: 27,850 SF �T #2 SF ADDED: 525 SF �/ � TOTAL UNIT AREA: 7245 SF '' r' PARKING: 19 Total PARI�ING: 17 Total // (5 Garage, l4 Surface) (7 Garage, 10 Surface) ,, /� �--- — / // EXISTING �ARKING TO BE � � � O / EXISTING TERRACE REMOVED � � 60 —0 I � � O � o C= _______ _ 1 � � �,�/ =" = = = == = = =- == ===== = = = = =- 'STING � �"�"� ,.� POMEROY TERRACE BUILDING A ~' = _- -- = =-__ __ _ ___ __ _ __ ____ _ PARKING TO � 3 = - - - - -- :BUILDING = --- - - - - -• REMAIN � � __ ______ __ ____°_________ ____ I�I�Ih � � � �' ° -_ °__ _ ________ ___ ____ °_ ,x;1;1;1;1 30' -0" C� \ I 1'' ---- - - - - -- - - - - -� _�_____- '- '''''''''1 -�h4h� SEWER LINE � � I,i,�,� EXISTING � == ________________ -=_ =_a = _____'_ DECK I = __ - °__ ° ___________ _ _i =___' {� � �" ---- -- ----- ------ - - - -_— � r - - -• E,,,� � ------------------ --- - -ilr°l � � —_ =" ==____- =_ °= °°=- iii'i'�'�! %ii_ WATER LINE � 2 -HR WALL iiiiiiiiiiiiii� _ __ .���i�i�i�i�ii,l VAL p V I I I I1I V I I I ' —o "c�R �, � ,�,�,�,�,�,�;i�;�,�,�,�,�,�,�,i a� ,,.� lyy�l4�1y444�1�1y�14y4�1� ATERMETER 1,/ ;~ .S' BUILDING D ¢'� i14�14�14�1444�1�1�1�1�1�1�14 11 ,.1 1 1 11111 1 111 �� R P t E x I, I, I�lili,,.,l,l.l.l,l,l,l,l,yl,l, � O N I,I,I,i,l,l,l, 1, l; l; l,i,:,l,l,l,l,l, � `. •, • Q hh'Ihhhhh�lh�lh�lh�i'i4'1 -�,._ 1 �CT. x,1,1 ,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1, t� �, '�'i > C EXISTING i�i:ilyi��:!!_ ===== :!i4;�;�;i;i; EXIST G � DRIVEWAYS AND � 'ARKIN TO BE C o n s u l t i n g �..3 PARKING �� -6 �� REM VED D e s i g n [,� � , 413.253.0080 rn 24' 35\0" � P.O. BOX 2943 Amherst, MA 01004 45' -0" � lsm @ConsultingDesign.com BUILii ING B � BUILDING E -�� EXIS ING _, �� P • • r G TO .��-- SITE ''-- -_ i °'' I RE AtN ' PLAN ��'-- � �i � � _. Revision: #1; 10 -30 -12 WILLjAM STS �-� _ ' DESIGN DRAwlrr� �y"r �� � DATE: OCTOBER 22, 2012 ° A1.0 ,a�, SITE PLAN O%' A1.0 i SCALE: 1 " = 20' -0" � sheet tvumber: `�s sik =� six �'`�" -- ?ew. an � w-.�.F s 7� � �#�a r � +�.� � � �r , ��'�, _ ", sa ,l� " �� `" � h x � � '` fit, r �n'k s` s ', >* � s��t�y „� ^max � � ,� ` a ,� � a � � yr fi � 3 "+�� at ,w � y �, r ._ ,,�.. ,p - � ,�:�"' S, '�&�� s � r *" 3 ,�,�"'t�a �`3,. � fit. , '^?"F"w., w-„ ,.. { a � .. _..« � s ... r �� �" �e .. � *� �' ,... w- ._ 3 E <.. .� � l n �.. —..N - --�".. � � 'r �� "� t , �. , r �,, , . �; -,• .; _. �. y ,. -�;,,, ,� �� _. 0 :, " F ,� :. i "� ,d s � ,. ..� :.w '- rp „su�c "ink'""`� ;^'' ,�:, ^+�. £, ^fi a w +? �� ^� "' k �� � ,�z�,,�, �, �� , , ,�r,-* : � . - � .�. �. . _, is u�• ' r r ` r Y y ,. �,�� _ _ _ 'yt��� � �� . ry.�,„,� ,»�.� �. . � ^ ��` o... � � � a � � � T ���� ._, � - j v t o� ,: . �, ! � � ���_. y �S e 4t� € T k. d ... ix'.. �'r .. f c.. ,. �. � ,.. +. r i n ri „ , . .; �' a r . +i .t � �� •+ �,. y� � ? ti �: :`�'' $- � � ��x `�,�" �,� Y� � � ��"t' `,� ' � �i` '� �n - ip P £ '� 3 � � {� �' � Arr A a �� 2 � �'EK': 7� � a a `ia ' T x Y �;' 'i 4 en .{. 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Ea k ..� � ` z�'�'" ar �.�k t . _ a .« �' v °� `�"tnw � a ti' r�1�i a '- � � � ,. �. ���; t ', � � tom. ». y ,° '��� Mr ( � i a s 3�i '�,^..'�,' ��" M � � '" " � : ..� 1 1 .: •3+r l� .1 ^" ��, � �� r:,te�,f �m si �,�, r�' � �s � ,x � +r � �� � r :, r� ., �. _ .� � ,. „ r � y � .� " _ � � ` , � � �� ,- f $ � + $ vrc � t .� Y ' � .. 1 �� �, i t+ °' �. _ 'fiir t� :. � � .� y r: `� , �' ma ,� Mt�''� A i .; ' �,� �� ";� * � � � � � ��� + w?��` P � �� � � ��. x 'j �' � � � K � e' d N.. v 1:. � y MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Deparhnent 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 nut the shoy�l Municipal Water Main in Front of Location? Yes: X No: Existing service to site? Yes: No Size of Water Main: S" Material: Ductile Iron Age: 1991 Approximate Static Street � Flow Test Conducted: Yes: No: Pressure: If done attach results Size of Service Connection l�� Suggested Meter Size: 5 �g�� 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 Norte .mpton Water Department specifications. • � � � .r 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 as for a new construction, it must be hand delivered to the Building Inspector. `;1,srr�bl'•..adttiin Permitsll�'ater ,�i.�i�licatiun':Water �lvaiiahilitv.dac ( � (ij'VVV MUNICIPAL SEWER/ AVAILABILITY APPLICATION Northampton Streets Department 1.25 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' /z deep Yes � No L�t Size of Sewer Main: � Material': C' �'y Age: j � �d Depth of Sewer Main: ��,.�` 7 I - Size of Service Connection: t � ���j �J Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub �, Comments: Note: If this availlbility is for new construction, this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall kfe paid prior to making any connection to the municipal sewer system. Arrangements of such installation sf�all be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. 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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 eaaerior wall of building D's east wall shall be recansfiructed to meet a 1 -hoiu rated Fire WaII 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 b02) r �, Fire Protection Provisions: � � Building E, as a relocated unit of the existing 90 Pomeroy Terrace Condominiums, is considered a separate Fire Area 2 - that includes the breezeway south of the existing 13uilding A. IBC 903.2.8 specifies that an automatic fue 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 f,� from the proposed strucitiue. �� J � 2. No automatic fire sprinklers are required in the adjacent existing structures. �-. � 3. T'he sprinkler system shall be designed per NFPA 13R {IBC 903.3.1.2) L k �• � 4. Quick response heads shall be used in the dwelling unit (1BC 903.3.2) v � � ' S. The domestic water supply may be used as the source for the sprinkler system per 903,3.5.1.1, provided the � ,1(_ entire system has fewer than 20 heads anal the water supply is designed per NFPA 13, or 13R. Alternatively, � p `� 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 requured, assuming that the system is fewer than 20 beads (IBC 943.4 �. � 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 bye designed by appropriately licensed designers, and the designs shall be reviewed and permitted by the Aut�ho :rities 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 e� :fisting fire alarm panel will be modified to accept the additional addressable zones and fire protection system monitoring points, if required. hurt Ewart Registered Professional Architect 327 Shays Street — ;Amherst,'MA D1�2 413. 326 -1646 ���.., Apri129, 2012 � � 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 defmition 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 (Intemationai Building Code, 2009 and International Existing Building Code, 2009 with amendments), and The Massachusetts State Fue Code, MGL 148, Section 29): F.acisting Buildings on the Site: A. 90 Pomeroy Terrace Condos, Principal � >tructure: 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) Csroup U (Private Garage} Occupancy Type V -B constn►ction 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 Garay ;e on ground floor Type V -B construction, with fue sprinklers 2 stories above basement/garage level 1,950 GSF Includes elevated deck structure accessible by Unit 2 in Building A. Relevant Code Sec4ons 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 �►ummary 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 148, section 29G, since Building E is not an addition to Building A, by defmition. — r,�^ ; n.�FG� ��t�,� - �� � �` � -;� � �� r , �°F. �' 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 roofing 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 Cable 602, the east exterior wall of building D's east wall shall be reconstructed to meet a 1 -hour rated Fire TNall per IBC ?Z 1.6.2, 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) -0R- 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 7�able 602, the south exterior wall of building D shall be reconstructed to meet a 1 -hour rated Fire AVall p�C� -$ 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 Fu'e Wall, rated for exposure from both sides (IBC 705.5. and Table b02) -0R- 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 sepazated 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 13R (IBC 903.3.1.2) 4. Quick- response heads shall be used in the dlwelling 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. ��,�� V 1�� W' fw * �'r 1 ,��e '� � Submitted by Burt Ewart � $ No 3079b t" N,�.Imtst M � / Burt Ewart Registered Professional Architect 82T Shays Street — `Amherst, MA 01002` 413. 326 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 w,as 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 requved 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 Buildiing and Fire Code purposes, the new structure will be separated from the existing building with a party wail as re � mired by the Building and Fire Codes, so as to maintain the definition of two bu ���� � z s °�•a �� � � _' structure, fTOm a Building Code perspective). y � 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 S�F site, 27.6% Floor Area/Site Area ratio Proposed Structure (Building E): Group R -2 Occupancy, with adjacent and attar ;hed Group U Private Garage Type V -B construction, with NFPA 13R fire sprinklers 2 stories with adjacent ground -level garage (g��rage 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 ,� . *�'�� ° � � Boston, MA 02111 f ��•� - � Y :www. mass gov /dia Workers' Compensation Insurance Affidavit: Builders /Contractors/Electricians /Plumbers Applicant Information Please Print Le6ibly N3n1e ( Business /Organization/Individual): 1��; -k �'I F � �� -_ „�; �, „� Address: �G �� t�,�..� � ��t,,;` ` >�rc� F �' City /State /Zip: �`1�� � �,,,` /1�,y� ♦ J , � Phone # �i3 - �7 -3 ©S�' Are u an employer? Check the a propriate bo:�: Type of project (required): 1. `�I am a em Toyer witr� � 4. ❑ I am a general contractor and I p have hired the sub - contractors 6. Ne construction employees (full and/or part- time).T �� 2. n I am a sole proprietor or partner- listed on the attached sheet. 7. [`�!"xemodeling - -- - These - sub- contractors have ship and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance. re uired. 5• ❑ PJe are a corporation and its 10.❑ Electrical repairs or additions q , officers have exercised their 3. C I am a homeowner doing all work 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' 13.❑ Other Vl�lllp. 111StirtLLlVV rV�lAlred.� � *Any applicant that checks box #1 must also fill out the section below showing then workers' compensation policy information. 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. am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site .information. Insurance Company Name: ! t� 7lt° C �,,� �t�( e! 'fob Policy # or Self -ins. Lic. #: �C�(,�J� 3�i�1 ��J Expiration Date: ��� /��i/ 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 2.5A 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Zdo hereby certify and r the p ins and penalties ofperjury that the information provided above is true and correct Signature: Date: �d •—ld °-/ Z Phone #: C� �3 5 Yj � ? j 1Q � � -- - �f ��riril -�rcn nnDr� �n -r'nt vrrifn iu tlri� -�ren - to /ie i��mn /v }O� Liv rih� �r - t�wtj n{��CZ/..d� (I City or Town: Permit/Lieense # Issuing Authority (circle one): i. isoard of rieaith 2. isuiiding i�epartment J. i i��i T oW11 C ieriC 4. rJiecifcai iri9�►e�ioi` � . iiuriivu�g ir►spc:;tOr 6. Other Contact Person: Phone #: __ _ __ _ Versionl.'l l�ommerciai Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Revie+ni Required Yes O No � _ SECTION 11 -OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUNLDING PERMIT 1, � �� � ' � � , as Owner of the subject property hereby . u horize � � � 1d' �'v �1 I y �"�" " ' � l ��� � ��" � L��-%l � to act on � . -h � -• : -rs , -' = - to work t ed Ihy this building permit application. '�� � E Signat = .% • �� l Date I, ��rJ�•� (..6t_✓��t'�/ , as Owner /Authorized Agent hereby deGare that the stateme / nts 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. Print Name I� .� /0 r/ti •--/7 Signature of Owner /At,��� Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Suaervisor: Not Applicable ❑ Name of License Holder : �(J��^ l.L� -v�p' !(j C� � J �� � f license Number Address Expiration Date ��, y�3 -�� ��� Signature � Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCIE AFFIDAVIT (M.G.L. c. 152, § 25C(6►) Workers Compensation Insurance affidavit must be complE;ted 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 Versionl.7 Commercial Building Permit May 15, 2000 SECTION 8- 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: �� �/t � Not Applicable ❑ Name (Registrla"nt): 1/V �tJl'Cf`�� �'j7 ® "}� A,,/ ��(�� ���;�� t� y t -L � r�,,.,�L� Registration Number Addrea�,\ jJ'"n "�l IA.�P'� l�` -�`L ` 1f- Q , Z � /� � r } t �\ �� � j Expiration Date I \' Te L 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 (�c7 +v'��( ( �5� r, ..,_ o+. -.m� �✓ • ( c'` / �tC . Not Applicable ❑ Company Name: Responsible In Charge of nstruction Address Signature � Telephone Versionl.7 Commercial Building Permit May I5, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Departrnent Lot Size 27,850sf 27,850sf Frontage 430' 430' Setbacks Front �� � I t Side L: R: L:� R: �� Rear I � � I t Building Height Bldg. Square Footage 65 % �� Open Space Footage % � (Lot area minus bldg &paved �� lCi parking) # of Parking Spaces 19 � � r Fill: (volume &Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO o DONT KNOW �� YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO � DONT KNOW Q YES IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW © YES IF YES, has a permit been or need t�� be obtained from the Conservation Commission? Needs to be obtained o Obtained Q ,Date Issued: C. Do any signs exist on the property? 1'ES � NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® 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 o NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 i�ommercial Building Permit May I5, 2000 SECTION 4- CONSTRUGTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑Existing Wall Signs ❑ Demolition ❑ Repairs ❑Cdditions y � Accessory Building ❑ �_ Exterior Alteration ❑ Existrng Ground Sign ❑ New Signs ❑ Roofin hange of Usef] Oth ���, j �� �� W Brief Description Enter a brief description here. ���- ���'�f �� Of Proposed Work: /�� �� ��, �- c �, , � — SECTION 5 -USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -: >_ ❑ A -3 ❑ 1A I ❑ A-4 ❑ A -;i ❑ 1 B ❑ B Business ❑ 2A ❑ E Educational ❑ 26 I ❑ F Factory ❑ F-1 ❑ F-:' ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ I -2 ❑ I -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential � R -1 ❑ R ;? ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 5B I ❑ U Utility ❑ Specify: t 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 (si) 15 � 1 sr 2nd 2 nd 3 3 � 4�' 4 � Total Area (sf) Total Proposed New C nstruction (sfl ��� ��� Total Height (ft) I Total Height ft °` 7. Wa er upply (M.G.L. c. 40, § 54) 7.1 Flood ''one Information: 7.3 Sewa�ap �sposal System: Public Private ❑ Zone Outside Flood Zone�� Municipal gl On site disposal system❑ _ x�� Versionl.7 Commercial Building Permit May 15, 2000 � � ' -° Department use only City of Northampton status of Pem,it: o � ' 6 202 Building Department Curb Cut/Driveway Permit - 212 Main Street SewedSeptic Availability �pL OFR�APSON MA 01060 NS oom 0 Water/Well Availability � 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 {NFORMATION 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 OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of RecoM: Linda S • r e and Burt wart P.O. Box 2943, Amherst, MA 01004 Name (Print) ��. % Current Mailing Address: J � (413) 326 -646 Signature , (� N . / -� Telephone .�. - 2.2 Authorized Agent: '�e�klJ' ��t�J�'C t �� � �Si(�����1 -� �0�1 lvcti -:� �l� S� • �L�?����� Name (Print) Current Mailing Address: y�3 �- s�� 3a so Signature � � � Telephone SECTION 3 - STIMATED CO STRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit: applicant 1. Building / � f eel + � (a) Building Permit Fee 2. Electrical 7 (b) Estimated Total Cost of �� 5 Q� � �f� Construction from (6) 3. Plumbing 1G ��� r Iq © Building Permit Fee 4. Mechanical (HVAC) �� �Q � � 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) "� ( �� - Check Number �� Q a� tiry �j�G , '3 d l This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2013 -0457 �� �A� L ��fj i L 1T� � �.�,� £ fc'f. = V ��.CA7 APPLICANT /CONTACT PERSON JOHN LANDR�' � ADDRESS/PHONE 104 NORTH ELM ST NORTHAMPTON (413) 204 -9880 � � 2'I N � C,E�'" ffl �'�1 _�- PROPERTY LOCATION 90 POMEROY TERR � �, � � � L � MAP 32C PARCEL 260 000 ZONE THIS SECTION FAR OFFICIAL USE ONLY: /l► c TE 1� E (�S (ZF� � (� �� �C� ' ) PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out �" Fee Paid /� 6 � �'� � " 3 �" Typeof Construction: CONSTRUCT 2 STORY ADllITION (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 INFO ATION PRESENTED: pproved _ Additional permits required (se;e below) � � �'� � PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan ANI) /OR Special Permit With Site Plan Major Project: Site Plan AN]D /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 V��ater 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 f uildin Official Date Signa e o B g 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. 90 POMEROY TERR BP- 2013 -0457 GIs #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32C - 260 CITY OF NORTHAMPTON Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Perrnit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL C.142A) Category: ADDITION BUILDING PERMIT Permit # BP- 2013 -0457 Proiect # JS- 2013- 000729 Est. Cost: $200000.00 Fee: $856.30 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: JOHN LANDRY 093450 Lot Size(sq. ft.): Owner: MU]ERLE LINDA Zoning: Applicant JOHN LAN D RY AT: 90 POMEROY TERR Applicant Address: Phone: Insurance: 104 NORTH ELM ST (413) 204 -9880 WC NORTHAMPTONMA01060 ISSUED ON.•11/19/2012 0:00:00 TO PERFORM THE FOLLOWING 1`�VORK:CONSTRUCT 2 STORY ADDITION (UNIT 6) & ATT 24 X 24 GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspeetor of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 11/19/2012 0:00:00 $856.30 212 Main Street, Ph��ne (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner