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38A-111 (19) INTERSECTING WALLS - Overdig Procedure Stairwell Header Procedure (Builder Guideline Booklet - Pg. 12, Fig. 3) (Builder Guideline Booklet - Pg. 36, Fig. 28 & 29) - • When a wall such as a garage wall or crawl space • Use details below for stairwell openings which wall intersects the basement wall and rests on a are within 8 feet of basement walls. precast ledge, the overdig must not exceed 5' -0". • The opening should not exceed 9' -6" in length. If / a larger opening is required consult an engineer • or your Superior Walls supplier. I -I' .......---..._-....• • '�'ll • Use construction adhesive between the sill plate • and top bond beam of the Superior Wall. • Build the support beam (2 x 10 sill plate and two o 2 x 8's) 2' -0" past each end of the opening (2x4) Every z - e - 0.C. without splices (see details below). (2x4) Every 2• 0.0. Intersecting Plywood Sub Floor • Use 1/2" bolts in eve hole; 2' -0" OC through Superior Wall / plywood Sub Floor every 9 —j the bond beam. Solid Blocking Solid Blocking • Rim Joist Ill Maximum 5.-0• e 1 2 - (208) Beam II Floor Joist Beyond to Fkm Bearing 1 (2x10) 1 .'' tr 'r1 1 �ll 2x10 Sill Plate �� / Bond Beam ( I _ _-II/ �1 iI / .l i 4 I Sill Plate Bolt � ► I ti • • ...• • • ✓ • -. ♦ . ',► ill . o I 5111 Plate Bolt Plate Bon B ona Beam - — =1 = I � �� • 2 - (208) Beam I (2x4) Nailed Through Floor Joists Beyond 11 H I (= I I 11 =111 1 I � 1 Hi 1 I subnoor at sand Block � I I I1 — I II I I— I1 = 111 I I I uI� I _� _ (2x10) Sill Plate r 3111 1 1 11 � 11 E II I,� 1 II I - IIIupit1 --II 1 i 11 1 1=1'411 11=1_ 11 1I II I � I . 711 =1I�I I aI1 = I 1I -1 i i T L =1I 1 =1 a I 111= I ll 111 ll l1l . 1I II 1 Bond Beam q v �— '1°�I11 111 X 11111 =11 — 1 1H1F LLt --LLL lllE� II Finer Membrane ' = 111 =11 11= 111 - 1 1 1 I H 11 I K E 11 =I I I=111 11=1 I I=111� 11 11 — A 111 — I 1M 11 - 111 - 1 11- 1= 1= H 1 1=11 111 11=111= = 11 - 111 1 111. I I 2 II III 11a 1111 11111A11 III 1 11 1 ♦•�•••• ETI� III IImT III 111 maI I� I h I III Virgin Boil u,L T i- w- L 1 11 1 1 I IA) v n n 1T1- 1 111=11 III III ,� / III 111 11 IIIE1E1l 1M11 11E111E111 IH11 i ll=111 11E11H it h i ll11. 1 - 1 1 111 _ 1 IiI II IMI llill 111 —I I IE T 1= 111 =11 =11 is l la is T 1 -1 lll� 11E11- 111 - 111 = 11 1111 --11 1H11 -111 11 -111 11 —I H11 11 nl47,=1 A -in TL 111= 1III1 -111 I1 =; INTERSECTING WALLS - Excessive Overdig Procedure j s a 6 (Builder Guideline Booklet - Pg. 13, Fig. 4) o / a x m° • When an overdig is more than 5' -0 ", an m . . / 9 t m 2 . E intermediate support column is required unless .� / / E o .a o E project - specific engineering is provided. m° m/ 3 F 2 m 63/ N Z 3 m J 7 / m a .6. N N > 1,1 - �� v W U Interceding 0 Superior Wall Superior Walls • nne Hudson Valley too• Math Overo scan WIM one ne Support Maximum 5 -0- 5 Maximum a - r; ' POUGHKEEPSIE, NY 12601 to Firm Bearing N (845)485 -4033 Fax:(845)485 -2501 E -mail: info @swhv.com • • • ._ • • • ..•, •, a I / ( Website: www.swhv.com poi .. • BUILDER: �II llfL� W WRIGHT BUILDERS, INC. -1 =u 1 ll1�11 111—T =111 =1I 1— IIIEEHEE1 =1� I -1 48 Bates Street L�II 111 III I II c a oe eo Masonry cacm - 11Ti— II1= ImE;1i= 111 IT — - Northampton, MA 01060 — W=J.1 =1 I- ll�I '� 1 I=l W 1 1— III =11 IIIIJII . o 1T_�II llll =ll1= 111 Joists Parallel Joists Perpendicular _11 I— III -11 I 11 I1 =111= (Fig. 28 1= III= ITI�T1 -111= III = mail - ( 9 28) (Fig. 29) PROJECT: ll l— 11 1 X1.1 1 =T 1 11 - 1 i1 1 = to -1 I E 111 - - CmlmmrPadsi=e FillerMembane TOWNHOUSE CLUSTER B aT1- 111- 1T1EnET1 - 11 i1aTI =1 BaradanLoaa i11 tt1H.11 =u1 ll ll1T Village Hill • 11 111 III II II 111 —III II III = 1 11 =11nH If1ET1 11111 —m Northampton, MA • • _1111 11 � ll =Lldll III 111� � 1 �11 1 �II L '._. . . _. ._.. . -.._._ III 111 a[1 III�II -• •. • ,e,-;—, , vk so "� ill= 1 11 = 11 III 11 111 11 1 11 1 111 ` "III � 11E1 11 1 11 11 1 11 II II 1 111 II � II 11 11 — u � "4n� �:� all = m11 TI I � I 1 1 III 1 11111 11 Ail F --I - _- wEi1111 II IIIE 1 HEttit 11 1 11�1 1 1I I II - 1 L c 11 II_I1�i � # ` I ,' _` • DATE: 04 - - REVISED: -i- lrff>- L A r llllll 11_111 m = 11 1u 11�1- ll i ---Li -111 -111 111 -111 11 I_I H 11-11 111 -111 11 11 111 111 11 111 11 111 -III 11 -1 H 11 11=111 \. , — 111 — 1 — I T 1 - 1111 ill _ _ �1 11 111A 11 111 =1T� 1 � ' - ' 111 11 111 11A11=111 IIImIITII III IIIHI - 11 1 Im11=11T Im 7111 -1111 11 � 1i �IIT�111uT111i 111. U� -ll11 = � III -111 i q11,-E111, , :.!. '.(::: :( . 2 1 ,4 : 0 3 : 4 : :::41 DRAWN BY: SCALE: PDA None PROJECT NO.: SHEET NO.: Q16131 5 of 5 SUPERIOR WALLS PRECAST SYSTEM Floor Connection: Joists Perpendicular to Superior Walls Floor Connection: Joists Perpendicular to Superior Walls Modular Connection • CONSTRUCTED ACCORDING TO NATIONALLY lirrOGNMED STANDARDS (Builder Guideline Booklet- Pg. 26, Fig. 16) (Builder Guideline Booklet- Pg. 27, Fig. 17) (Builder Guideline Booklet- Pg. 33, Fig. 25) 4 Framing Strap Requirements (Table 5) Framing soap. • Construction adhesive is recommended between Toe Nall Each Joist \ the top bond bea and the sill plate Backfill Height Framing Strap Spacing �� Using 2- 16d Neils or • ■ I ll� I Aocord to Co ' ) • lois is to SWA fhe msiodular ll plate straps where it is difficult to nail I - 1 II ` eon @ 2 4 o.c 2 32^ O.C. 2 x 6 BRACE E .OLID BLOCKING 1 .11111 • Stu �I BUTE a _ , O ' Toe Nall Each Jost • The Framing Strap Iles between the band joist and 42 Be 24 I \ AM - 16D Nails or According to Code 0' - 7'6' 48" O.C. ''I , sill plate and is fastened with 1 -1/2" galvanized I nails provided. Use 1 nail in every hale of the PRESSURE TREATED LATH Treated sill Plate II i Framing Strap, Nail the Framing Strap to sill plate (6) 10tl Nails Thrwgh ii before setting the structure. (BY Others) PPP' Inistall n Strong- acturer recommendations Plywood In1o Itl Blocking OLE FOR PLUMBING 12 Bat 1 , it per mono Apply ConsWHbn Adhesive b Top AND WIRING Surface or Blocldrg for Finished ( I s. Modular Floe !' 5,000 PSI FIBROUS CONCRETE RTIGH NCREE WATET COTE FACE 1 'I I J I (REF, INSPECTOR BOOM ' . 40 WATERICEMENT RATIO Framing S tra I (REF. AO 316, TABLE 4.2.2.) I NO RTIGH L NCRE F CE REQUIRED ! J �" D Ac STUD SPACING 24 CENTERS l� AREA 1 Treated Sill Plate CAVITY 7 - x 21 X h) i1 I WALL THICKNESS 10/ — 11 11 11 alali WALL HEIGHT 4.- fi.z -m, iti Top Bond Beam - I I 11 1 (1) LAYER OF DOW BLUEBOARD I I� I I I i INSULATION CAST -IN 811) LAYER I Framing Strap 1 -I liiai ii OF DOW BLUEBOARD FRICTION FR BETWEEN STUDS AFTER STRIPPING I �/ - I -I I 10 1/4 I- �/ DRAIN PERFORATED PIPE TO Floor Connection: Joists Parallel to Superior Walls Floor Connection: Joists Parallel to Superior Walls I :: , OPTION DAYLIGHT OR TO SUMP PR FILTER MEMBRPNE PIPE NSIDE OR OUTSIDE OPTION (Builder Guideline Booklet - Pg. 28, Fig. 18) (Builder Guideline Booklet - Pg. 29, Fig. 19) ILL IMPROVE DRAINAGE . 1E111= 1I— ' BASEMENT sow Fastening Schedule (Table 4) Nall (2x6) End Wall Brace e' MINIMUM OF Securely Into the 5111 Plate • _ _ . ,-. . - n' CLEAN Sill Plate Brace 8 Bloc Number of Solid Minimum Distance (fi)- 100 Nails Through (2x6) End Minimum 5- 10d Nails � - t _ C RUSHED STONE Height dm Blocking Wall Brace ( ) 1 a = -1 Backlit Heiht Plywood Into s Bolting Sparing Blocks Required of Blocking g Daylight Basement / Above Grade Walls (Frost Areas) —I I 1'— —III _I II I I I V IRGIN SOIL Framing Strap May Be Required III IL,. II_ I OR ApplyConsWdlonAdhesiveloTop Ng Crushed Stone Trench Footing 24. 12' from the 2 for Joists under O.C. 3 for Joists over Surtace of Blocking for Finished 11) for Modular Connections S' -0" (1)1/2 "Bolt 10* High Modular Fleas 48' O.C. / p} 12• x 5 1/2' O.C. ` Ii !I 1 i Bon @ 24^ oA. 24" 4'•0' we i (1) 1/2' Bolt interior of each 10" High d U se 1 N I Earn Hole • Must be in virgin soil. (Bottom and both sides.) Co so` e mer a pn9 1 ‘ i I 1111111 of the Framing Strap 48" O.C. 1 2' -0" ` sd 1' Beam Bearing / Holdown (t) t/2 Bon r 1 0 I1 • Provide an outlet (4" pipe) to daylight or to a sump p t Simpson Strong DSP 1 11 with pump. (Do NOT place a continuous pipe in the p . 1 trench due to the ossibili of Install per manufacMrer recommendations P nt pipe crushing which Minimum D 3 ( could cause wall settlement. B ) BB" ° Pao Per Taek4 k's'' O � ,, C°nsaruWn As Required 10 1/4' (6) - 100 Nails Through / / \/ Plywood Into Solid Blocking �, Q �� • Trench must extend below local frost depth, as shown, F6ter Mo°,Bre "e \ / \\ / \ \ / / \\ Slab Connector e �) •Filter Membrane per code. / / / //// / �� • !r• 4 �� © ��© 1� / II First •Widt of trench is 36 ". — III 'i' ..." . • i N► Ili II► h � Joist � III ll III — III III ' S.' e L III III III III III1 Q ` / / , •Fill trench with 1/2" - 3' clean crushed stone; vibrating in 111 I 1 11 11 111 I I 1— - I I .11.1141411. 48• •, ' sale BlocMns `II� Second ` /� 8" lifts with a plate vibra tor. The top 4" - 6" must be i/2 .III III - 111 III — III III ?III I 2x6) Ertl Wall Bred g °is' � dean crushed stone. 11111111111II 1111111 Ili I I I II 1 Gear (By 01 O III III III III III Bb a laY OPe , (5) 1011 Nails rmro ' •Cover the exposed stones on the exterior of the wall 111 III 111 - 111 t.' Treated sill Plate Joist / with backfill or patio / sidewalk construction; properly - = sloped to drain away from the wall. 1 11111 III III 1I I III I I I -1 I H 1 11 111 = 11 l i 11= e1L»cN Fo • Install a backwater valve to prevent the backflow of _ :11 1 l l F msl Depth • Bend slab connectors into concrete floor pour p - II II II p = Joist III III — III �19�$°ill III; II V III ' moist air into the stone footing area which will reduce " " — 1 III the likelihood of excessive interior humidity. • Concrete slues _q 41 % Minimum , B Width @ 24' O.C. Minimum Distance JoM" Insulation Per Table 4 1 i•---3A • --1 II pe o u ri r Walls one Hudson Valley Y ill � R I� I--�� PO GHKEEPSIE, (845)485 -4033 Fax:(845)485 -2501 A A ` (2X6) End Wall Bracing � E � . 1 )2X6) End Wall Bradng E -mail: info @swhv.com Website: www,swhv,com ua @ 12 ^o.c E EA CH WAY 3 BUILDER: 1. 68 VIOLET 1. 2 WR IGHT BUILDERS, INC. 48 Bates Street Northampton, MA 01060 TOP CORD BEARING TRUSS 3-0.---1 PROJECT: - TOWNHOUSE CLUSTER B _J. Village Hill SECTION A-A Northampton, MA 0.'...,, T VIEW OF SOLID CONCRETE " q POUR AT BEAM BEARING /HOLDOWN a 7 '' DATE: REVISED: v4 04 -04 -10 a Ial I ,:Si -sf6rj 4 .. AL ' fi + '' DRAWN BY: SCALE: `'1 1JMlI f- PDA None A PROJECT NO.: SHEET NO.: Q16131 4 of 5 ON. = +1Y- 6 -3/4' V_ I �- -11 4N sisolb„ :r 1 `,f TAW. = -2'- 5_1/4` 00000 00° "#""r' 3 ♦ r Ns "]. ...„?..../4 7 .1 e •,IM 41001 011 1 ' Age N iiiiiiiiiiiNit IIIIIIIINII(11•1111 4t: Su per i or Walls eft Hodson Halley 68 VIOLET AVENUE POUGHKEEPSIE, NY 12601 (845 )485 -4033 Fax:(845)485 -2501 E -mail: info @swhv.com Website: www.swhv.com BUILDER: WRIGHT BUILDERS, INC. 48 Bates Street Northampton, MA 01060 PROJECT: TOWNHOUSE CLUSTER B Village Hill Northampton, MA ' DATE: REVISED: �� , 04-04-10 1f rfr . e - ° Si cif Vi DRAWN BY: SCALE: � ceS;1 dN 1. E P DA None PROJECT NO.: SHEET NO.: Q16131 3 of 5 V9 1 /4 81' , . 24' 36' 18' _ _ _ 3 , NOTES: . 18' 1 ' A.AMIRESS WINDOW CAST4$ 61 — 17'4' 5'2' 1211 —5'2' 12'10` 5'2 12'10' 44t 0'Er x 4s=111: 1140 A J 2R• ■EADER J A J A J J I A fi ANC OR �J _ R,AIll11IN POCKET qa° W" i` * °i' # "a'4V`60't ". °V'6 °i'i "1'6 8 "i't'•44'i °i " °i i f•i`f "i °4'iY,"*s s ..•.•s f i •f .•r C -i e- i xr .. -, .•r E a .> - s . "s e.r x•r cr. , DEM • `,' ilti� VN i - t€ YN fi - ►4 J J •i 1 STUDS EKON �;• . A� ASR . i AR R T1E N ► �rrrm■r�■■rrrrrr +. E i0 # 4" . }� C.ATTAtL SUPPORT CUTOUT • ;44 ' H T MC H� N AME U RN 6'tt A Si' OUP 00 s ^ �„ + *. + - '" .. 1 LAM POCKET . TEROUSE e el 0'4 en' ers` '" i'7K x 12.114* lJ4' DEEP : • :4 g'tAL -5 II r t E 144.4 11/ 1 !STUDS IHE EIM SUPERIOR VALL WV E -1` -5 111E fl Q . Q il. >rtALL SUPPORfi CUTOUT 4; BM/ E - 1 @`- S:if4' ' y y �► ' 1-* ®'� 1(1_1/4"N x !S• D11EP D ± �.G, as ■,■ ar . E . >URADE STEP CUTOUC �'� 8' �'� V 12 x 43 STEEL BEAN Ii. � ... ICS 114'M x 22• QUIP (BY OTHERS) .a 9' TALL R -5 r �•^ SUPERIOR WALL SUP RI y E 9* TALL [t= c I.�SDI,ID POUR AT TOP Of 11AI{1 - ... - a.,. Tp E ^0 5_1f 4' .. -S 1 WIDE 7t 4i EtitM a �.` . 1/16' BOW r! -9"-5_1/4' ,� <. Tpif . , t!4' UP£RIQR WALL , =;-'..' IOW I? - 9'- S_i!4' T V E +O -S 3.14* r (FOR FIELD Z*$TAt4RD at 1:13 ► : i I" 11111 . ►s 'fur _ . >tlE�DOMM AlIGt10R} r . + +,�., r l D ott wog ws: ' E AU mums *• s* zzro 'd ' �. v12 x 45 STEEL SEA N 1444C 0 0. ° a ° . 104 a. MA PANELS INCLUDE (1) LATER E- * OF DOW A' RLUflOARD IMSUL*TICA .� LAST IN AND (1) LATER OF DOW t` ► *: EWUEOAAD FRICTION !IT +:' 1 AFTER 3TAIPPINO +. _ *, ' ' FRI ST PROTECTION ;.4 H 6 BY VNER /CUSTOMER . p' INTERIIR DEANS 1 CIILUMI " • - P ER ARCHIfi EC PLAN (BY HERS) .... .... .....,... ...... `1 A N R J T y ` +.`.Rack �.t+,laa may. a�r5.t:i �a ��i�a'+i�aa al♦ aa�aai a'7sar�'+ *� tv � ANCIMR T ANCh� fi A HER" J iANCHORM TIE `) TIE-AWN c u TIT-DOWN H `) SHIP Lf is ANCHOR - - - - - - - (4) CONCRETE FOOTERS 3' -0' x 3'-0' x 6' THICK 18' 36' 18' (4) K WI. DOW SYSTEMS 7'9 1/4' J 24 36 18' 3' I� B.D.W. (SuueriorWaHs Y ds ®nY 4' lk l I 1 = -U' TALL PANELS / T.O.W. = +D'- 6_3/4' / .L.7t. = -1' -5 -114' .tii. 68 VIOLET AVENUE a4'* 7' -0' TALL PANELS / T.1104. = -8"-5.:114' / B.D.W. '= -r-5_1/.4' �� GHK EPSIE, NY 12601 (845)485 -4033 Fax:(845)485 -2501 9'-0' n 1 j yy }� t� i E -mail: info @swhv.com .+l w±R 3 :.'i = TALL PANELS / T.4.ir�J = T.D.W. -1'- 5_1/4' / B.U.Xfi-I . = - 1O'`5j14' Website: www.swhv.com BUILDER: WRIGHT BUILDERS, INC. 48 Bates Street Northampton, MA 01060 A SEAL ON THIS PLAN CONFIRMS THAT CUSTOMER RELEASE THIS SUPERIOR WALLS FOUNDATION IS ADEQUATE TO SUPPORT THE STRUCTURE ABOVE PROJECT: The attached drawing was created from information and dimensions provided by TOWNHOUSE CLUSTER B the customer /builder. Superior Walls of Village Hill the Hudson Valley is not responsible Northampton, MA for deviations from the Blue Print or information provided by customer/builder. a —'•�, I have reviewed the attached drawing(s) �'" ' DATE: REVISED: and all of the dimensions and objects therein; O4 -04 -10 I understand that the Superior Walls will be 4 '1 NOTE TO OWNER: THIS SHOP DRAWING SHALL BE REVIEWED custom manufactured per this drawing 411,.., , evuei AND RETURNED TO SWHV SIGNED AS "APPROVED" PRIOR TO especially for me. Therefor having reviewed I' FABRICATION. OWNER OR OWNER REPRESENTATIVE SHALL the drawing and all of the listed dimensions, (4O, 33125 VERIFY THAT LAYOUT DIMENSIONS, ROUGH OPENINGS, TOP OF I accept full responsibility for any and all �� . '' 4- , • WALL ELEVATIONS, LEDGE ELEVATIONS, LOAD CAPACITY OF measurements and information provided by °!P ' 'r{ DRAWN BY: SCALE: WALL AND POINT SUPPORTS MEET PROJECT REQUIREMENTS. e'�° > OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SOIL me r'S SiONAL t t. PDA None PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. X /� PROJECT NO.: SHEET NO.: PLEASE MARK CRANE LOCATION(S) WITH AN "X" Approved Date Q16131 2 of 5 QUALITY ASSURANCE CRITERIA SHEET INDEX 3rd Party Inspection Agency: PFS Corporation, Madison, WI 1 of 5 - General Notes Quality Assurance Manual: Superior Walls of America MAN 42 -8002 [4 -10 -2007] Site Preparation Guide: Superior Walls Builder Guideline Booklet MAN 42 -9000 [January 2008] 2 of 5 - Plan View (Foundation) 3 of 5 - Plan Veiw (Foundation) 4 of 5 - Isometric View 5 of 5 - Isometric View WALL MATERIALS Concrete Compressive Strength: 5,000 PSI Water /Cement Ratio: <_ 0.40 Reinforcing Steel: No. 4 and larger - 60,000 PSI No. 3 and smaller - 40,000 PSI Secondary Reinforcement: Polypropylene Fiber DAMP PROOFING Embedded Wood Blocking: Preservatively Pressure Treated DOW Insulation: R -10 : (1) Layer of 1" Cast -in and Superior Walls are recognized by (1) Layer of 1" Friction Fit After Stripping the ICC -ES as an alternate method of providing foundation wall damp proofing. No additional damp proofing is required. GENERAL NOTES (See ICC -ES Report ESR -1553) 1. Jobsite shall be prepared by the builder in accordance with Superior Walls of America Builder Guideline Booklet - Site Preparation and Framing Attachment Requirements (MAN 42 -8002) PLEASE NOTE and Construction Detail shown on Sheets 6 and 7 of this drawing submission. To comply with building code 2. Auxiliary drain pipe must be four (4) inch diameter perforated and directed to a sump pit or daylight. requirements, the framing /decking 3. Builder shall establish the required elevation benchmark. 4. Builder shall ensure site access for trucks and crane. connections at the top of the Superior Wall and floor slab at the bottom of the Superior Wall MUST be completed prior to back filling. t Superior Walis tlee Madsen Uelby INSTALLATION NOTES 68 VIOLET AVENUE POUGHKEEPSIE, NY 12601 1. Installation shall be supervised by a Superior Walls certified installer. (845)485 -4033 Fax:(845)485 -2501 E -mail: info @swhv.com Certification is obtained through Superior Walls of America, Ltd. BUILDER: Website: www.swhv.com 2. Installation shall comply with Superior Walls of America's Installation Manual (8- 17 -06) WRIGHT BUILDERS, INC. 48 Bates Street Northampton, MA 01060 PROJECT: TOWNHOUSE CLUSTER B Village Hill Northampton, MA (460* DATE: REVISED: 04 -04 -10 NOTE TO OWNER: THIS SHOP DRAWING SHALL BE REVIEWED_ AND RETURNED TO SWHV SIGNED AS "APPROVED" PRIOR TO DRAWN BY: SCALE: e� FABRICATION. OWNER OR OWNER REPRESENTATIVE SHALL ry ^� v �� VERIFY THAT LAYOUT DIMENSIONS, ROUGH OPENINGS, TOP OF � n WALL ELEVATIONS, LEDGE ELEVATIONS, LOAD CAPACITY OF PDA None WALL AND POINT SUPPORTS MEET PROJECT REQUIREMENTS. A SEAL ON THIS PLAN CONFIRMS THAT OWNER OR OWNER REPRESENTATIVE SHALL VERIFY SOIL PROJECT NO.: SHEET NO.: THIS SUPERIOR WALLS FOUNDATION IS PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. ADEQUATE TO SUPPORT THE STRUCTURE ABOVE Q16131 1 of 5 Village Hill 6/15/2009 Eastview Lot Information 12 Condominium Townhouses Assigned by the City of Northampton Cluster Street Address Map Lot A 46 Olander Drive 38A 111 A 48 Olander Drive 38A 111 A 50 Olander Drive 38A 111 A 52 Olander Drive 38A 111 B 2 Moser Street 38A 111 B 4 Moser Street 38A 111 B 6 Moser Street 38A 111 B 8 Moser Street 38A 111 C 12 Moser Street 38A 111 C 14 Moser Street 38A 111 C 16 Moser Street 38A 111 C 18 Moser Street 38A 111 Prepared by Wright Builders, Inc. �i, -4_ r �Y^ T D _, e3 +00 ; oser Stree e4 •oo — .. ,.. r c �, tZ ._- _.... – 3 (.5 I. LwIJr..m. n- rX{ 4. < ■ — -- ----------'----'----- -6—, s l. M.r.. pn...•..0.A (.I SI Y}_)000 . r • ' U. ...r l i wa.t..wawr 1,, tjiy.f• — .sr.w r'r.ruww..�+. 1 r _ A / ------------- 0 g � ® I mo• O ❑ ❑� I a. M a • '� � ( ._ . a „ b f tt � '�# ., • - I \ ...,..—.1 a i e • •,,,.., ' s' F14 A r..,.. 7,,, ‘.„ 4 PM' q gr 5 i -,°, ,,,,„. iel Nr- .'4 - :'" - --4 . N ,, , , ,i-- - : .il.� +j`c*► ,� dew ' � x t: w ... # . I I - .. _.v . . v. �i ?' I a : i �" a � Ir k ® �a ! _ r Easrviex a b • , � �� Zvi `b Vw v` t + .Yd H ' r 1 . \ .,.:":17iia7„ —7 : i.1151:1„.. '.... -,,-...-. :- i ,,,,,,,, _......_ .ifil*". . � j . mug %WIN s —mot i I ll�t) :�lE I y � ( / zE`` .vr ...n _ / 1 ...: 7- - - � ♦ E ! - , '�A' ' � 4 osaei ao..► • rra oow l w+r . I' _ • ,p ��_. ad ' , Prepared Fm ■ ,.aol» oe.. • i -- , ' , 1�� i si driI 77 I , 1V 1GNi� ill 40 4 : - _ - i 0 - :. ''� � `s ;❑ ■I �► \ I t I a es�1w. : Y J' t I 1 r...Iru.e r.r. .� . . t� . , " ,`¢ r ` s t* t "i s zrr 101,"`:1-7:11::-..-:417- . I I : a ... :1(i9 I 1 v I ( awrev gerwr� "� ,, ka . s: 1, ,. ..1111r-,, fi e ~ �r _ 1 - ' , , ; �r $ 1 �.. ' �� I Gradi awn • I 1 i a- 5 � . x+ 89 -v g � � k i° �, a � r E2' I 6 -.� } L `.c ABllat ;, ' I I 4 40 r Sn.et 4 rw oamt Apo , ' m arimi ao ene _..• C. as 10 of evtMw of bu�ltl n4 ! –. .. -.... ..__._ —.._.. �..._.. •_• -_ ? ___________L _1 ~'�. �_...� , Rev 1 • 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: 8 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. OwnershiP: Condo Multi- family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 2007 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: 100 If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" If service used for fire protection, bacldlow permit required. Passing Bacteria and Hydrostatic pressure test required. Comments: It is the responsibility of developer to provide infrastructure according to plans approved by Northampton Planning Board. DPW will receive Engineer certification stating that all utilities have been installed according to plan and conforming to Northampton DPW specifications at end of project. No entry permits allowed until above conditions met. Master Deed must have language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with aminimum of w g days notification. • All ork all • I ■rm . ► . , ampton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry $ 100 Meter $ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. \\ \ad \P \Watei Application \Watrr dnc 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: 6 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20109 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi - family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 2007 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: 100 If done attach results Size of Service Connection 6" Suggested Meter Size: 5 /8" If service used for fire protection, bacldlow permit required. Passing Bacteria and Hydrostatic pressure test required. Comments: It is the responsibility of developer to provide infrashncture according to plans approved by Northampton Planning Board. DPW will receive Engineer certification stating that all utilities have been installed according to plan and conforming to Northampton DPW specifications at end of project. No entry permits allowed until above conditions met Master Deed must have language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 wo • g days notification • All w shall • r o to 10 :mil • ton Water Department specifications. f4 � David W. Sparks, Superintendent of Water Water Entry $ 200 Meter $ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Buildini Inspector. \. \srrbl\a �r�iin \��rrni \ \Wa ter Arplir._iti \Water Availahility.doc 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: 4 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. OwnershiP: Condo Multi - family Rental (Annliccant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 2007 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: 100 If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" Comments: If service used for fire protection, bacidlow permit required. Passing Bacteria and Hydrostatic Frew Comments: It is the responsibility of developer to provide infrastructure according to plans approved by Northa Board. DPW will receive Engineer certification stating that ail utilities have been installed according to plan and confoa Nortl• unpton DPW specifications at end of project. No entry permits allowed un(T above conditions met. Master Deed hmguage regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • . • •: t gements of such t ..• . ;on shall be made with the Northampton Water Department with aminimum of 5 w•.: t g days notifi . • on. • ork t : • k • it • orth. tt ston Water Department specifications. David W. Sparks, Superintendent of Water Water Entry $ 200 Meter $ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. \ \ci iii \ a cd tn i n \P \\ titer Applic \Wntcr Avn;1 hi1ih' CI n_ . 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: 2 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi - family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 200 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" If service used for fire protection, backflow permit required. Passing Bacteria and Hydrostatic pressure test required. Comments: It is the responsibility of developer to provide infrastructure according to plans approved by Northampton Planning Board. DPW will receive Engineer certification stating that all utilities have been installed according to plan and conforming to Northampton DPW specifications at end of project. No entry permits allowed until above conditions met. Master Deed mast have language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • gements of such install: i n shall be made with the Northampton Water Department with aminimum of 5 w king days tifi • • work co o • orthampton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry$ 200 Meter$ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availabilitv is for a new construction, it must be hand delivered to the Building Inspector. \ \ sm bl\ad i p \Penni s \ Uat Application icat W vail> hill doo 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: 8 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: ( PRI if ATE Note: If this availibility 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 Departmentwith a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. John all Sewer Department • cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector 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: 6 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8120/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/ deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: r AVA Note: If this availibility 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. / John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector 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: 4 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5' /z deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: ?RA 1 ,4 i c 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. 6 4, , , , John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector 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: 2 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 1 /2 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: ''R 1 V ATE Note: If this availibility 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. John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector Planning.- Decision City of Northampton Hearing No.: PLN -2008 -0024 Date: January 25, 2008 FILING DEADLINE: MAILING DATE HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE - 12/25/2007 1/17/2008 5/8/2008 REFERRALS IN DATE HEARING DEADLINE DATE HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 1/10/2008 4/28/2008 1/24/2008 5/8/2008 2/14/2008 FIRSTADVERTISING DATE: HEARING DATE: • VOTING DATE DECISION DATE: 1/10/2008 1/24/2008 1/24/2008 1/25/2008 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE DECISION DEADLINE 1/17/2008 5/8/2008 5/8/2008 • - MEMBERS PRESENT: VOTE: Katharine G. Baker votes to Grant ® E ( E 11 Y Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant JAN 2 5 2008 Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant CITY CLERKS OFFICE • NORTHAMPTON, MA 01060 Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: - DECISION: George Kohout Keith Wilson 7 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning & Development 1, Carolyn Misch, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with . the Board and the City Clerk on January 25, 2008. I certify that a copy of this a isi hi on s been mailed to the Owner and Applicant �� .k. 1L , Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A, Section 17 as amended and as stipulated in MGL Chapt 40R within twenty (20) days after the date of the filing of the notice of the decision with the City Clerk The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. • February 15, 2008 I, Wendy Mazza, City Clerk of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the office of the City Clerk on January 25, 2008, that twenty days have elapsed since such filing and that no appeal has been filed in this matter. Attest: ;, t / 4CA.,• City Clerk- Cityfof Nor '' ! Tipton ATTEST: HAMPSHIRE, /27010A Q � GISTER MARIANNE L. DONOHUE ;eoTMS ®2008 Des Lauriers Municipal Solutions, inc. 4 ,. Planning - Decision City of Northampton Hearing No.: PLN-2008-0024 Date: January 25, 2008 APPLICATION TYPE: SUBMISSION DATE: PB 40R Review 1/9/2008 Applicant's Name: Owner's Name: Surveyor's Name: - NAME NAME: COMPANY NAME: Wright Builders _ HOSPITAL HiLL DEVELOPMENT ADDRESS: ADDRESS: ADDRESS: • • 48 Bates St c% MassDevelopment 160 Federal Street TOWN: STATE ZIP CODE: TOWN: STATE ZIP CODE TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 BOSTON MA 02110 P HONE NO -: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 586 -8287 (413) 587 -9276 E MAIL ADDRESS: EMAIL ADDRESS: EMAiL ADDRESS: Site information: • • STREET NO.: SITE ZONING: VILLAGE HILL RD PV TOWN: • SECTION OF BYLAW: • NORTHAMPTON MA 01060 350 -20: Smart Growth Overlay District MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 38A 111 001 Approved With Conditions Book: Page: 9282 121 , NATURE OF PROPOSED WORK: Construction of 12 townhouse units with garage. The lot to be developed is at the corner of Olander Drive and Moser Streets, newly created streets at the State Hospital. HARDSHIP: • CONDITION OF APPROVAL 1) All units shall have separate water and sewer service from the streets, unless otherwise stipulated by DPW, to the units in accordance with Department of Public Works requirements, including cleanouts for the sewer lines. • 2). Driveway access shall be constructed in accordance with the approved subdivision including all material details approved therein. 3). All individual yard drains shall be connected to infiltration trenches, as shown on plans, before entering the main Hospital Hill storm drain system. Prior to issuance of a building permit, the Department of Public Works shall determine that these satisfy the requirement that appropriate filtration is provided so as to prevent any compromise to the overall stormwater system approved under the stormwater permit approval process. FINDINGS: The Planning Board granted approval of the application based on the submissions within the application that address all the section in 350:20 and the following plans and documents: 1. Eastview at Village Hill dated 12 -21 -2007, Prepared by The Berkshire Design Group, Inc,. & Kuhn Riddle Architects, Sheets L -1 through L -9, A4, A5. (sheets L3, L4 and L6 revised date 1/23/08) Elevation Sheets A4 and A5 updated 1/24/08 to indicate'dates of step backs. 2. Memo and documentation submitted by Jeff Squire of The Berkshire Design Group, Inc. dated January 24, 2008 re: DPW /OPD review comments Eastview and Morningside. In accordance with approval criteria in section 350 - 20.14, the Planning Board found that the following criteria were met (1) The applicant has submitted the required fees and information as set forth in the Plan Approval Authority's regulations section 350- 20; and • (2) The Project and site plan meet the requirements and standards set forth in this § 350 -20, or a waiver has been granted therefrom. No waivers have been granted; and 3) Extraordinary adverse potential impacts of the Project on nearby properties have been adequately mitigated. )ULD NOT DEROGATE BECAUSE ;eoTMS® 2008 Des Lauriers Municipal Solutions, Inca I Il! 1 U II ,ll 0 Bk: 939 4Pg: 198 Page: 1 of 3 REGISTRY OF DEEDS I -- Recorded: 02/15/2008 09 :44 AM 1 DOCUMENT COVER SHEET For use with documents that do not meet For Registry Use Only document formatting standards Information from original document takes precedence when indexing data into Registry system. THIS IS THE FIRST PAGE OF THIS DOCUMENT -DO NOT REMOVE PROPERTY ADDRESS: V I �L / (- L e i l ° DOCUMENT TYPE: NAME REFERENCE: f J r vhC(--S' • I Tun 08 01 09:18a P „3 .. ,..,Zilli*:,11s,,, .. 1 � ' 1: DB PAttntERI' OP BU1i.DTh INSPECTIONS -,� - = _ NSPECTOR 212 Main Street * MuuicipaI Building ` fir Northampton, MA 01060 0 CONSTKUCTION COnIROL DOCt7MJ N1 ' (for professional Engineers/Architects responsible for£ntire Project) Project Tine Vl` si- 4110 fin Date:. . Project Location: y . 0S (St • Map: _Parcel: A, I , Tone: '>. }} • Scope ofp'raject ketz 4 vitt rD BLDCy (&.3)&$4_'. ) (13,,Lln °R{' tr 780 E MR SE2'1'ON 116..0: accort33uCCwltlt the sixth ediriotihiassadUSts StattBmfdia Coda p, _ ^! i ) r . _ Mass. Registration Igumber_! ........_.. Being a registered professional En inmr/Architect hereby CERTIFY that I have prepared ordintly . supervised theptrparatioti of all desige plans, amputations and specifications cone:a tiog: C e Project - - fortbe above named project and that to thebest duty knowledge, such plans, computations and .- specifications meet the applicable provision of the Massachusetts State BuiNing Code, all acceptable ,, ertgh erring practices and all applicable laws for the proposed Pajett. Furthermore,1 understand and AGREE that 1 shall perform She necessary professional mrviceS to determine that the above !motioned portions dare work proceed in accordaii with the 64:i eats approved for the building permit and shalt be responsible for the following as specified in section 116.2.2: L Review of shop dtawiugs, samples and other submittals of the contractor as required bythe cvnstmction documents as submitted for the building permit, and approval for the conformance to the. design concept. • 2. Review and approval of the quality control procedures for all code - required controlled materials., ` - 3. Be present at intervals appropriate to the stage of construction to became generally familiar • with the progress and quality of the work and to determine, in general, if the work is being performed in a manner ootzsaster n with the construction documents. 1 shalt submit periodibally, in a form acceptable to the building official, a. progress report together with pertinent comments. Upon completion of the work, T shall submit to the building official ,_ ,. ,..•r t es _ - _ to the satisfacuiry completion and r of the prejectfor occupancy.; sE D A . signature and, Seal of registered professional: c ( , a' 1 : A. II_ - - 587 - nc .413:. s • f f 1 7 - - �-;- 2;;i a.I7 ty Ian • - -'rt fi r. ; fi r "�+ D F P W =V Oc B L ZIJFA _ I� i • 212 f ct-eor M pal Bui g: fl�tcrcCiOR _ _ • a Z\ dr pt_on, ass- 0I060 • " SCLrc. e Fcc to e r'_T.C LZlir • • 2nc : nor Q - / 2 1c1br -. Att c, G ara ge , De crc.'.e= ' , � ! • if '., .. . 0 ,.. -'-- 7 --- 74‘ , •:i .,.______,)_. 0( 1 G , 4 ,,,. 8___ 1.. i 2 , , . .,. : ...: :, ' .: '' - . . .. I • ' : , -'..:. ''.. ,i ' : ''70 .::•;`'. 4: ...''': - Pi , f - • r f • _ 5 • f t i - { • Version I .7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No O SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Wright Builders, Inc. , as Owner of the subject property Wright Builders, Inc. hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Wright Builders, Inc. as Owner Authorize Agenk hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge . •elief. Signed under the pains and penalties of perjury. Roger Buzzell Print rAirre2 ` <7 -5 Signatu/ of Owner/Agent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : Wright Builders, Inc./ Roger Buzzell 84280 — — — — - License Number 48 Bates St., Northampton, Ma 01060 03/06/2011 Address Expiration Date (413) 586 -8287 Sig'hature 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 building permit. Signed Affidavit Attached Yes 0 No 0 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; Noma hri kiln 1 . k ... t�I + + + ' Q t ��S Not Applicable Q 4327 • ' N am ! l' . M. . 1 . - r` . $ (lines fr k I, � 1 . (OC Q ( x._ Registration Number Address r' "► 48/31/2010 Address - (413) 259 16 Expiration Date . wi�r r • • ... Sig ture Telephone 9.2 ^ - - ste - d Professional Engineers): 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 •:Wright Builders, Inc Not Applicable 0 Comp Name: :Roger Buzzell H JC- /0153( Responsible In Charge of Construction • s St , Northampton, Ma 01060 Q r f� e 48 B a te ..... ....... i0 f Addr g—P, `, (413) 586 -8287 ;a i not r6 e T elephone Signet i it f I. • i '42a5f2„.92,Q_ a v8lioR. %Yell) 1)taNtex Versionl.7 Commercial Building Permit ay 15, 2000 1451 ap 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be Bile )y Building Dcpautme Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot arca minus bldg & pay.. parking) # of Parking :. aces . volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES O" (� �.'¢xto ( of. re IF YES, date issued: 01/25/2008 cQ[C6on 0.t&,' IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW Q YES 0 IF YES: enter Book 9394 Page 198 and /or Document # 00002999 B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO O 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 Q IF YES, describe size, type and location: (annrp} o�JW Q i tu) tb INVIDO 1. laiAr 5 r to be, (one la OnSiar f'orWhole H) �'+f"1 ? , St r'd Q(t( 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 Q IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SitrrN tAxtter Permt i been iss°a fir' a,(l b€ 4 1 kit( p r ;¢.s. q-ao?w,N -t-a S ha, beQ( prtfarecily &er Wry- aQs90 roe a k` DRO Version1.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other 0 Brief Description Constructing new 4 unit condo townhouse bldg . F Of Proposed Work: SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ 1A 1 ❑ A -4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential B R -1 ❑ R -2 TI R -3 ❑ 5A ❑ S Storage ❑ s-1 ❑ S -2 ❑ 5B p • U Utility ❑ Specify: 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: R -2 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) 151 151 2nd 2 nd 3rd 3 rd 4 th 4 th Total Area (sf) Total Proposed New Construction (sf) V1 /U15k Total Height (ft) Total Height ft 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public p Private ❑ Zone Outside Flood Zone pi Municipal 111 On site disposal system BLD 13- F Version 1.7 Commercial Building Permit May 15, 2000 Or 1l Department use only City of Northampton status of Permit: :,_. _- Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability , ?...A Room Room 100 Water /Well Availability Y; \\ t 3 Northampton, MA 01060 Two Sets of Structural Plans phone 4,3- 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 Village Hill - Eastview,Bldg B -4 Unit Townhouse Condo Map �� Lot // / Unit #2, 4, 6 & 8 Moser St. Northampton, Ma 01060 (Map 38A, Lot 111) Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Wright Builders, Inc. 48 Bates St., Northampton, Ma 01060 Name (Print) Current Mailing Address: (413) 586 -8287 Signature --..~" Telephone 2.2 Authorized Agent: Wright Builders, Inc./ Roger Buzzell 48 Bates St., Northampton, Ma 01060 Name (Print)_ r Current Mailing Address: — (413) 586 -8287 signature / Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building ''7 /�y�.,,�'�� (a) Building Permit Fee (( r� l.V� 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection it 1 C 6. Total = (1 + 2 + 3 + 4 + 5) Check Number 395 7 , 1'556 This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date t. File # BP- 2010 -0903 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 PROPERTY LOCATION 2,4,5 & 8 MOSER ST - VILLAGE HILL - EASTVIEW BLDB B -4 MAP 38A PARCEL 111 001 ZONE PV(100) / /SG b THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out e� Fee Paid Tvp eof Construction:_CONSTRUCT 4 UNIT TOWNHOUSES - FOUNDATION ONLY New Construction Non Structural interior renovations Addition to Existing_ Accessory Structure Building Plans Included: Owner/ Statement or License 84280 3 sets of Plans / Plot Plan THE F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: UC£ 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 Demolition Delay 4, a Si ature of Building icial 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. ;:t-Wklia ST - ' ' " LADEHIL - EASWIEWBLDB BP- 2010 -0903 GIS #: COMMONWEALTH OF MASSACHUSETTS *iap:Block: 38A - 111 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2010 -0903 Project # JS- 2010- 001335 Est. Cost: $70000.00 Fee: $536.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 33759.00 Owner: WRIGHT BUILDERS Zoning: PV(100) /!SG b Applicant WRIGHT BUILDERS AT: 2,4,)& 8 MOSER ST - VILLAGE HILL - EASTVIEW BLDB B -4 Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 Workers Compensation NORTHAMPTONMA01060 ISSUED ON :4/16/2010 0 :00 :00 TO PERFORM THE FOLLOWING WORK CONSTRUCT 4 UNIT TOWNHOUSES - FOUNDATION ONLY 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 4/16/2010 0:00:00 $536.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo k�: • • . I • ENERGY STAR HOME VERIFICATION SUMMARY Date: February 27, 2008 Rating No.: not assigned Building Name: Wright Town End 3br Rating Org.: CET Owner's Name: Phone No.: 413 586 7350 Property; Rater's Name: Beth Paulson Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright Builders Weather Site: Northampton, MA Rating Type: Based On Plans File Name: WrightVillageHill ,Townhouse,3brEnd Unit AsSubr Rating Date: Dec 2007 Building Information Conditioned Area (sq ft): 2488 Housing Type: Townhouse, end unit Conditioned Volume (cubic ft): 19904 Foundation Type: Conditioned basement insulated Shell Area (sq ft): 4043 HERS Index 68 * *** *+ Number of Bedrooms: 3 Building Shell Ceiling w /Attic: R44,CE12 ",8 -16 U =0.024 Window/Wall Ratio: 0.17 Vaulted Ceiling: None Window Type: U:0.34, SHGC:0.31 Above Grade Walls: R19,CE1,6 -16 U =0.061 Window U- Value: 0.340 Found. Walls (Cond): oasis system 10" R =13.0 Window SHGC: 0.310 Found. Walls (Uncond): None Infiltration: Htg: 5.00 CIg: 5.00 ACHSO Frame Floors: None Measured Duct Leakage: 80.00 CFM25 Slab Floors: R10P,R1OU,24W U =0.043 Leakage to Outside: 63.73 CFM Mechanical Systems Heating: Fuel -fired air distribution, 100.0 kBtuh, 92.5 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 14.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Programmable Thermostat Heat =Yes; Cool =Yes Note: Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. REM /Rate - Residential Energy Analysis and Rating Software v12.4 This information does not constitute any warranty of energy cost or savings. © -2007 Architectural Energy Corporation, Boulder, Colorado. , wr Ik • ENEVISTAFt ,ate r � ENERGY STAR HOME VERIFICATION SUMMARY Date: February 27, 2008 Rating No.: not assigned Building Name: Wright Town End 2br Rating Org.: CET Owner's Name: Phone No.: 413 586 7350 Property: Rater's Name: Beth Paulson Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright Builders Weather Site: Northampton, MA Rating Type: Based On Plans File Name: WrightVillageHill Townhouse2br_End, Unit AsSubr Rating Date: Feb 2008 Building Information Conditioned Area (sq ft): 1788 Housing Type: Townhouse, end unit Conditioned Volume (cubic ft): 14304 Foundation Type: Conditioned basement Insulated Shell Area (sq ft): 3063 HERS Index 71 ***** Number of Bedrooms: - 2 Building Shell Ceiling w /Attic: R44,CE12 ",8-16 U =0.024 Window/Wail Ratio: 0.18 Vaulted Ceiling: None Window Type: U:0.34, SHGC:0.31 Above Grade Walls: R19,CE1,6 -16 U =0.061 Window U- Value: 0.340 Found. Walls (Cond): oasis system 10" R=13,0 Window SHGC: 0.310 Found. Walls (Uncond): None Infiltration: Htg: 5.00 Clg: 5.00 ACHSO Frame Floors: None Measured Duct Leakage: 80.00 CFM25 Slab Floors: R10P,R10U,24W U =0.043 Leakage to Outside: 63.73 CFM Nlechanical Systems Heating: Fuel -fired air distribution, 100.0 kBtuh, 92.5 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 14.0 SEER. • Water Heating: Conventional, Gas, 0.63 EF. Programmable Thermostat Heat =Yes; Cool =Yes Note: Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. REM /Rate - Residential Energy Analysis and Rating Software v12.4 This information does not constitute any warranty of energy cost or savings. © 1985-2007 Architectural Energy Corporation, Boulder, Colorado. t f ■ ENERGY STAR HOME VERIFICATION SUMMARY Date: February 27, 2008 Rating No.: not assigned Building Name: Wright Town Mid 2br Rating Org.: CET Owner's Name: Phone No.: 413 586 7350 Property: Rater's Name: Beth Paulson Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright Builders Weather Site: Northampton, MA Rating Type: Based On Plans File Name: WrightVillageHill Townhouse Middle unit 2 bedroo. Rating Date: Dec 2007 Building Information Conditioned Area (sq ft): _ 1728 Housing Type: Townhouse, inside unit Conditioned Volume (cubic ft): 13824 Foundation Type: Conditioned basement Insulated Shell Area (sq ft): • 2168 HERS Index 76 ***** Number of Bedrooms: 2 Building Shell Ceiling w /Attic: R44,CE12 ",8-16 U =0.024 Window/Wall Ratio: 0.26 Vaulted Ceiling: None Window Type: U:0.34, SHGC:0.31 Above Grade Walls: R19,CE1,6 -16 U= 0.061 Window U- Value: 0.340 Found. Walls (fond): oasis system 10" R =13.0 Window SHGC: 0.310 Found. Walls (Uncond): None Infiltration: = Htg: 5.00 Clg: 5.00 ACHSO Frame Floors: None Measured Duct Leakage: 80.00 CFM25 Slab Floors: R10P,R1OU,24W U =0.043 Leakage to Outside: 63.73 CFM Mechanical Systems Heating: Fuel -fired air distribution, 100.0 kBtuh, 92.5 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 14.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Programmable Thermostat Heat =Yes; Cool =Yes Note: Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. REMIRate - Residential Energy Analysis and Rating Software v12.4 This information does not constitute any warranty of energy cost or savings. ©1985 -2007 Architectural Energy Corporation, Boulder, Colorado. 4 • 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: 8 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi- family Rental (Annlieant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 2007 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: 100 If done attach results Size of Service Connection 6" Suggested Meter Size: 518" If service used for fire protection, bacldlow permit required. Passing Bacteria and Hydrostatic pressure test required. Comments: it's the responsibility of developer to provide infrastructure according to plans approved by Northampton Planning Board. DPW wilt receive Engineer certification stating that all utilities have been installed according to plan and conforndng to Northampton DPW spec fic alions at end of project. No entry permits allowed until above conditions met. Master Deed nmst have language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of wo : i : days notification. • All ork s all co rm . ■ . t ampton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry $ 100 Meter $ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. V l \ \P mi te` \sl Duplication \Water [a v jut_ ek r 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: 6 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8120/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi- family Rental (Annlicant to fill out the above Municipal Water Main in p Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 2007 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: 100 If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" If service used for fire protection, backllow permit required. Passing Bacteria and Hydrostatic pressure test required. Comments: It is the responsibility of developer to provide Infrastructure according to plans approved by Northampton Planning Board. DPW will receive Engineer certification stating that all utilities have been installed according to plan and conforming to Northampton DPW specifications at end of project. No entry permits allowed until above conditions met. Master Deed mast have language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with aminimum of 5 wo g days notification. • All w shall to 1 • I ton Water Department specifications. f4 f • David W. Sparks, Superintendent of Water Water Entry $ 200 Meter $ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. \A \ Permits \\\;Ta pplIc \Water availability floc • • 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: 4 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi - family Rental (Applicant to fill oat the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: D1 Age: 2007 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: 100 If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" Comments: If service used for fire protection, baddlow permit required. Passing Bacteria and Hydrostatic press Comments: It is the responsibility of developer to provide infrastructure according to plans approved by Northa Board. DPW will receive Engineer certification stating that all utilities have been installed according to plan and confon Northampton DPW specifications at end of project. No entry permits allowed until above conditions met Master Deed v language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • ngements of such . '.f • ion shall be made with the Northampton Water Department with aminimum of 5 w g days notifi . • on. ork sh . s • • orth. '� . ton Water Department specifications. . / David W. Sparks, Superintendent of Water Water Entry $ 200 Meter $ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. an ti \admin \Permits \Wat_r _ pplic.ation \W p hi a ilah!ht _(loc c r -- • 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: 2 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi - family Rental (Annlicant to fill out the abovel Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: DI Age: 2 Approximate Static Street Flow Test Conducted: Yes: X No: Pressure: If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" If service used for fire protection, backfiow permit required. Passing Bacteria and Hydrostatic pressure test required. Comments: It b the responsibility of developer to provide infrastructure according to plans approved by Northampton Planing Board. DPW will receive Engineer certification stating that all 'aides have been installed according to plan and conforming to Northampton DPW specifications at end of project. No entry permits allowed mail above conditions met. Master Deed nest have language regarding common ownership of Water Service. DPW must receive copy. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. gements of such install: * In shall be made with the Northampton Water Department with aminimum of 5 w king days i . lin , • i • w o r k h. co 1 1 o » » • orthampton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry$ 200 Meter$ 100 Radio $ 100 cc: Ned Huntley, Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. 1\ smh1 \ admin \Permits\WatcrApplication \W ternvailahilitvdor c 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: 8 Moser Street Village Hill Bldg B — Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/ deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: i IA C 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. John all 1P-P Sewer Department cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector 1 Y 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: 6 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/2 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: VAT< Note: If this availibility 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. Ay goo° John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patino, Building Inspector A 1 ► 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: 4 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of Inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: )47 c Note: If this availibility 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. 60-4t13 )-QQ John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patillo, Building Inspector 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: 2 Moser Street Village Hill Bldg B Inquiry Made By: Wright Builders Linda 586 -8287 Date of inquiry: 8/20/09 Reason for New Condominiums Hooking into City Services Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 % deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie -in to Sanitary Stub Comments: 1R 1 V A i e Note: If this availability 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. I i I John Hall Sewer Department cc: Ned Huntley, Director DPW Anthony Patiilo, Building Inspector Planning.- Decision City of Northampton Hearing No.: PLN -2008 -0024 Date: January 25, 2008 FILING DEADLINE MAILING DATE HEARING CONTINUED DATE DECISION DRAFT BY: APPEAL DATE 12/2512007 1/17/2008 5/8/2008 REFERRALS IN DATE HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY APPEAL DEADLINE 1/10/2008 4/28/2008 1/24/2008 5/8/2008 2/14/2008 FIRST ADVERT DATE: HEARING DATE: • VOTING DATE: DECISION DATE 1/10/2008 1/24/2008 1/24/2008 1/25/2008 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE: DECISION DEADLINE: 1/17/2008 5/8/2008 5/8/2008 .MEMBERS PRESENT VOTE Katharine G. Baker votes to Grant - Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant JAN 2 2008 Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant CITY CLERKS OFFICE NORTHAMPTON, MA 01060 Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY VOTE COUNT: DECISION: George Kohout Keith I /son 7 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning & Development 1, Carolyn Misch, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with "the Board and the City Clerk on January 25, 2008. i certify that a copy of this a,• ision h been mailed to the Owner and Applicant 1_111.;1 Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A, Section 17 as amended and as stipulated in MGL Chapt 40R within twenty (20) days after the date of the filing of the notice of the decision with the City Clerk The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. February 15, 2008 1, Wendy Mazza, City Clerk of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the office of the City Clerk on January 25, 2008, that twenty days have elapsed since such filing and that no appeal has been filed in this matter. • Attest: • t / G GIB► City Clerk-City gof Nor a °iipton • • • • ATTEST: HAMPatilliE, fiblaft.“.Akt—TREGISTER MARIANNE L. DONOHUE • eoTMS® 2008 Des Lauriers Municipal Solutions, Inc Planning - Decision City of Northampton Hearing No.: PLN -2008 -0024 Date: January 25, 2008 APPLICATION TYPE SUBMISSION DATE: PB 40R Review 1/9/2008 Applicant's Name: Owner's Name: Surveyor's Name: NAME NAME COMPANY NAME Wright Builders HOSPITAL HILL DEVELOPMENT • ADDRESS: ADDRESS: ADDRESS: " • 48 Bates St c%o MassDevelopment 160 Federal Street TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE TOWN: STATE: ZIP CODE NORTHAMPTON MA 01060 BOSTON MA 02110 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 586 -8287 (413) 587 -9276 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: • • Site information: • • STREET NO.: SITE ZONING: • VILLAGE HILL RD PV TOWN: SECTION OF BYLAW: - NORTHAMPTON MA 01060 350 -20: Smart Growth Overlay District - MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 38A , 111 001 Approved With Conditions Book: Page: 9282 121 NATURE OF PROPOSED WORK; Construction of 12 townhouse units with garage. The lot to be developed is at the corner of Olander Drive and Moser Streets, newly created streets at the State Hospital. HARDSHIP: • CONDITION OF APPROVAL: 1) All units shall have separate water and sewer service from the streets, unless otherwise stipulated by DPW, to the units in accordance with Department of Public Works requirements, including cleanouts for the sewer lines. 2). Driveway access shall be constructed in accordance with the approved subdivision including all material details approved therein. 3). All individual yard drains shall be connected to infiltration trenches, as shown on plans, before entering the main Hospital Hill storm drain system. Prior to issuance of a building permit, the Department of Public Works shall determine that these satisfy the requirement that appropriate filtration is provided so as to prevent any compromise to the overall stormwater system approved under the stonriwater permit approval process. FINDINGS: The Planning Board granted approval of the application based on the submissions within the application that address all the section in 350:20 and the following plans and documents: 1. Eastview at Village Hill dated 12 -21 -2007, Prepared by The Berkshire Design Group, Inc.. & Kuhn Riddle Architects, Sheets L -1 through L -9, A4, A5. (sheets L3, L4 and L6 revised date 1/23108) Elevation Sheets A4 and A5 updated 1/24/08 to indicate'dates of step backs. 2. Memo and documentation submitted by Jeff Squire of The Berkshire Design Group, Inc. dated January 24, 2008 re: DPW /OPD review comments Eastview and Morningside: In accordance with approval criteria in section 350 - 20.14, the Planning Board found that the following criteria were met:. (1) The applicant has submitted the required fees and information as set forth in the Plan Approval Authority's regulations section 350 - 20; and ! (2) The Project and site plan meet the requirements and standards set forth in this § 350 -20, or a waiver has been granted therefrom. No waivers have been granted; and 3) Extraordinary adverse potential impacts of the Project on nearby properties have been adequately mitigated. >ULD NOT DEROGATE BECAUSE ieoTMS® 2008 Des Lauriers Municipal Solutions, Inc. • 111111 Ul API If HAMPSHIRE e Bk: 9394Pg: 198 Page: 1 of 3 REGISTRY' OF DEEDS Recorded: 02/15/2008 0944 AM f 21Jii!.;ERS. NC. DOCUMENT COVER SHEET For use with documents that do not meet For Registry Use Only document formatting standards. Information from original document takes precedence when indexing data into Registry system. THIS IS THE FIRST PAGE OF THIS DOCUMENT - DO NOT REMOVE PROPERTY ADDRESS: V 1 L ' ( /A - i / P N k DOCUMENT TYPE: e NAME REFERENCE: V f 14 tIK-0/10/4 Jun 08 01 09:18a . P -3 DEPARTMENT' OF Bi3ILDAIG INSPECTIONS : -- .1..i !__ • 212 Main Street • Mtni Building , iNSPCTp7R ' S Northampton, MA 01060 +W • CONSTRUCTION CONTROL Doc - I vIEN T (for professional Engineers/Architects responsible for Entire Project) Project Tiff= 1t11 l Ztrh ,_ _� Data _ _ • Project Leistioa: r'it tort J see S t • Map: 3 A Parcel: /11 Zone:, Scope of Project: 1,1}Qltl `z ' ' 34L'IbAt .- Bob (aux,t In accordance with the sixth edition Massachusetts State Building Code, 780 CZAR SECTION 116.0: • r, 1, _ cA W t $o!'1Yl _ _ Mass. Registration Nu mber,.,_ Being a registered professional .Engineer/Architect hereby CERTIFY titan I have prepared or directly supervised the preparation of all design plans, computations and specifcations cottceming: i t • [i 'tntireProject for tine above named project and that to the best at" my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable ;r engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that 1 shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and ,trait be responsible for the following as specified in section 116.2,2: • 1. Review of shop drawings, samples and other submittals af'the corrtractdr as required try construction documents as submitted for the building permit, and approval for the conformance to the design concept 2 Review and approval of the quality control procedures for all code - required controlled materials, 3 , Be present at intervals appropriate to the stage of construction to become generally fann'3iar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the coastntctim documents. 1 shall submit periodically, in a form as eptabie to the building official, a progress report together with — pertinent comments, Upon eornpletion of the work, I shall submit to the building official a final report as to the satisfactory cornpletioa and readiness of the prts�ect for occupancy. k - Signature and Seal of• registered professional: rfi �• - - a i t r a t /: _ • s it . Fax I2 41 " .. _ ... .. 413,382- 72 - ht} 3:58'3 -I2 §4 . 1" • ` aLtIjailI.l L i . �_. { D r ? � � ?d =.V i OF 3 G ?L.DGiG MI5P_ °L`i YC.vS . C} 212 Main St-e _ei i •fug c:paI Bu ^.g: Z\ ortt43uc�:ton, Mass_ 01060 Scuare Fcotace E en` C ,fig 2nc = cor' $ SF )-4 • 1/2 Flcors, Attic, Gar � aQ - - - � E 3 v.) L 1 G4 8 ) c se.� S / , l' '+�` L=g 1 • • • • • t i 1 BUILDER, INC. INVOICE NO. JOB NO. COMMITMENT NO. AMOUNT DISCOUNT NET AMOUNT 26-10 04:2 710 ZireDept0 S -362 9O19 42 71 0 ---FlraDept -964 53 `0 71 —53 2 -- 0 0-L 5 ` 710 - .":rC1L0 - 95,5 53 . 00 71 :57 fr -10 04 r? — F 77 . 75 CHECK DATE CHECK NO. TOTAL GROSS TOTAL DISCOUNT CHECK AMOUNT -10 34750 311, 00 . 00 311 . 00 .tettiefeActsformilsoocuMERRHA eotOWX0,10tKaaMMIDOW •PA WRIGHT BUILDERS, INC. FLORENCE SAVINGS BANK 034750 48 BATES STREET FLORENCE, MA 01062 NORTHAMPTON, MA 01060 53 413-586-8287 *t'rn* hundred eleven dol/ars and no cants DATE CHECK NO. CHECK AMOUNT 1. 29. 2010 74750 $*" 3 Z1 . 00 NOT VAUD AFTER 90 DAYS C I TY Of IR.) TH2j212 570147 TWO SIGNATURES UIRED ON CHECKS OVER $5000 00 NP A OFUZE4D SIGNAT RE an NA AUTHORIZED SIGNATURE , t - ifU•km-Wol4.4 - : • W3 • Ej SECURITY FEATURES INCLUDED. DETAILS ON BACK. n 1110347 5011' 1:21/8? L6aal: OL 5 00560611' • r s t Northampton Fire Dept. Fees Job: One Building - 4 Unit Townhouse Condos: Village Hill, Eastview 2, 4, 6 & 8 Moser St. Northampton, MA 01060 Floor Squ. Ft. x 0.04 Fee Basement 2676 x 0.04 $107.04 1st Floor 2676 x 0.04 $107.04 2nd Floor 2420 x 0.04 $96.80 TOTAL: 7772 x 0.04 $310.88 Scope - All 4 condo units to have hardwired smoke & CO detectors per code. Work also includes sprinklers per attached Fire Sprinkler Protection Narrative Report by HFP Corporation, hydraulic calcs and drwgs FP1 -2 & FP2 -2 dated 4/27/10. Wright Builders mailed a $311 check directly to Asst. Chief Duane Nichols at NFD on 4/30/10. M &S Electric to pull the Fire Alarm Work permit and pay the associated permit fee. HFP Corporation is responsible for any sprinkler related permitting and fees. cc: Tony Patillo, Northampton Building Commissioner Asst. Chief Duane Nichols Buster Symanski, M &S Electric Paul Rousseau, HFP Corporation Prepared by Wright Builders, Inc. 4/30/2010 • i. • • ` Versionl.7 Commercial Building Permit May 15, 2000 ■ECTION 10 STRUCTURAL PEER REVIEW (780 CMR 110.11) ndependent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN )WNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Wright Builders, Inc. , as Owner of the subject property Wright Builders, Inc. hereby authorize to act on my behalf, in all matters relative to work aut razed by this building permit application. Signature of Owner Date Wright Builders, Inc. ,,,� , as Owne uthorized 4 el 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. Roger Buzzell Pr 3 ZOO Sig ature o Owner /A•ent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder ; Wright Builders, Inc./ Roger Buzzell 84280 License Number 48 Bates St., Northampton, Ma 01060 03/06/2011 Address .__ Expiration Date � I (413) 586 -8287 Signature / ` / 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 building permit. Signed Affidavit Attached Yes 0 No 0 I, li L . Versionl .7 Commercial Building Permit May 15, 2000 SECTION' 9- PROFESSIONAL•DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES - SUBJECT TO CONSTRUCTION CONTROL PURSUANT 7'0 780 CAM 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) '9.1 Registered Architect: . i�� Not Applicable Q Name (Re strant): 'f 4327 },,,,,� ti , _ ....... `, ft..c) 601 1 ? ■ , !" * . D.fdDo Registration Number 0$131/2410 Address , /� ■ (413) 259 _ 1630 Expiration Date Sig tune Telephone 9.2 R- - ste - d Professional 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 8.3 General Contractor :Wright Builders, Inc Not Applicable 0 Company Name: ;Roger Buzzell H ICI /Ur Responsible In Charge of Construction .. . , Northampton, Ma 01060 48 Bates St • ty. ()/110 i ` (413) 586 -8287 Signet rde T elephone } t • . t i ti ' c f Ie Sert. 4 wat, QuI vJ u, rvii Versionl.7 Commercial Building Permit May 15, 2000 0.51TA 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in Building Department Lot Size Frontage Setbacks Front Side L: R: L R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking ces Fi . volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? // NO 0 DON'T KNOW 0 YES 0 • P8,,110 eUi A (.o 41 IF YES, date issued: 01/25/2008 DeftStan IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW 0 YES 0 IF YES: enter Book 9394 Page 198 and /or Document # 00002999 B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained ,Date Issued: C. Do any signs exist on the property? YES i 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 0 NO 0 IF YES, describe size, type and location: App � 4� 06+0120 tust , Iowan Cony,. kw S - v3rate ` Pvertk � bstcArN be, pqr ea- pw y E. Will the construction activity disturb (clearing, gradin excavation, Whiling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES C) NO 0 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 49 om\ \ `fie has bun i ss At- &! 1 -fie. ti !I a , 411 ( Trtipizrhis. Pt sr.v? 4its6C-Ic. 4-0 +KG &it iNks besem ?Nu- tbSi Zer6 rXszsstr 5''P ° `4A`` `k Y t Version] .7 Commercial Building Permit May 15, 2000 N 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 :EET OF ENCLOSED SPACE Alterations 0 Existing Wall Signs ❑ Demolition 0 Repairs ❑ Additions ❑ Accessory Building ❑ r Alteration ❑ Existing Ground Sign ❑ New Signs 0 Roofing ❑ Change of Use 0 Other )escription Constructing new 4 unit condo townhouse bldg . )posed Work: lON 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) ! CONSTRUCTION TYPE sembly A -1 ❑ A -2 ❑ A -3 ❑ 1A 1 ❑ A -4 ❑ A -5 ❑ 1B ❑ Jsiness ❑ j 2A ❑ ducational ❑ 1 2B 1 ❑ actory ❑ F -1 ❑ F -2 ❑ 2C ❑ ligh Hazard ❑ 3A ❑ Istitutional ❑ 1 -1 0 1 -2 ❑ 1 -3 ❑ 3B ❑ Mercantile ❑ 4 ❑ Residential El R -1 0 R -2 IS R -3 ❑ 5A ❑ Storage ❑ S-1 ❑ S-2 0 5B D Utility ❑ Specify: JI 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: R -2 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) 1St 1st act, v a 2nd 2nd 9 Pb 3rd 3rd 4 th 4 f leS•3g4s{ Total Area (sf) grP % Total Proposed New Constn irtinn Isf) 5) WI Total Height (ft) Total Height ft 28 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7. S Dispos Sy Public p Private Zone Outsid Flood Zone p Municipa p On site disposa system❑ ■0A-zrztizair No ()kill-06 eaQ,\(\e)\ l OPD Version!.7 Commercial Buildmg,Permit Ma' 15, 2000 ` + ate. $` .�° :-`�' :;A . s sFa t €t c i3 `' 9 City of Northampton r Building Department #'� 212 Main Street i � n U -1 Room 100 NOrt ampton, MA 01060 phone 413 - 587 -1240 Fax 413 -587 -1272 .!CATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING ION 1 - SITE INFORMATION ropertv Address: This section to be completed by office age Hill - Eastview,Bldg B -4 Unit Townhouse Condo Map Lot Unit 4, 6 & 8 Moser St. Zone Overlay District rthampton, Ma 01060 (Map 3 8A, Lot 111) Elm St. District CB District CTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT Owner of Record: Wright Builders, Inc. 48 Bates St., Northampton, Ma 01060 ame (Print) Current Mailing Address: (413) 586 -8287 Signature Telephone 2.2 Authorized Agent: Wright Builders, Inc./ Roger Buzzell 48 Bates St., Northampton, Ma 01060 'Jame (Print) Current Mailing Address: (413) 586 -8287 Signature / Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 3O 3 33 -- (a) Budding Permit Fee 2. Electrical i� ( �'' (b) Estimated Total Cost of � . (, ` Construction from (6) 3. Plumbing 53 /_/ Building Permit Fee 4. Mechanical (HVAC) a$ X43. r 5. Fire Protection j r• .� - 6. Total = (1 + 2+ 3+4+5) , Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date 1 BP- 2010 -0975 LICANT /CONTACT PERSON WRIGHT BUILDERS )RESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 )PERTY LOCATION 2, 4, 6, 8 MOSER ST - BLDG B -4 VILLAGE HILL - EASTVIEW LP 38A PARCEL 111 001 ZONE PV(100)//SG b THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE DNING FORM FILLED OUT ee Paid tuilding Permit Filled out �[[ , ee Paid 6 `7 9 td)/ — fypeof Construction: CONSTRUCT 4 UNIT TOWNHOUSE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 84280 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: V 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 Demolition Delay i 5 / r `' • S re of Building fficial 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. titW BP- 2010 -0975 COMMONWEALTH OF MASSACHUSETTS al8A.1.11 ' CITY OF NORTHAMPTON PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT BP- 2010 -0975 JS- 2010 - 001439 .t: $432522.00 144.00 PERMISSION IS HEREBY GRANTED TO: Class: Contractor: License: .oup: WRIGHT BUILDERS 84280 ze(sq. ft.): 33759.00 Owner: WRIGHT BUILDERS g: PV(100) / /SG b Applicant: WRIGHT BUILDERS AT: 2, 4, 6, 8 MOSER ST - BLDG B-4 VILLAGE HILL - EASTVIEW licant Address: Phone: Insurance: Sates St (413) 586 -8287 Workers Compensation RTHAMPTONMA01060 ISSUED ON:5/1 7/201 0 0 :00:00 'O PERFORM THE FOLLOWING WORK:CONSTRUCT 4 UNIT TOWNHOUSE )ST THIS CARD SO IT IS VISIBLE FROM THE STREET ■pector of Plumbing Inspector of Wiring D.P.W. Building Inspector nderground: Service: Meter: Footings: ough: Rough: House # Foundation: Driveway Final: inal: Final: Rough Frame: as: Fire Department Fireplace /Chimney: ough: Oil: Insulation: inal: Smoke: Final: 'HIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF NY OF ITS RULES AND REGULATIONS. ertificate of Occupancy Signature: 'eeTvpe: Date Paid: Amount: uilding 5/17/2010 0:00:00 $2144.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo