The URL can be used to link to this page

38-050 Message Page 2 of 2 construction contracts; 5. A registered professional engineer as defined in section eighty-one D of this chapter from performing, agreeing to perform, or holding himself out as able to perform such services included in the practice of architecture as may be incidental to his engineering work; 6. Officers and employees of the United States of America, while working in the commonwealth, from engaging in the practice of architecture as employees of said United States of America, and officers and employees of the commonwealth or any subdivision thereof from engaging in the practice of architecture as employees of the commonwealth or any subdivision thereof; 7. The practice of landscape architects, city planners and regional planners insofar as their work consists in consultations and preparation of master plans of parks, land areas, sites, organized groups of buildings, or communities, or the preparation of detailed plans and the supervision of planting, grading, paving, and such structural features as fences, steps, walls, pools, garden structures, and minor utilities normally included as a part of their work; 8. A partnership or corporation from entering into agreements to perform or holding itself out as able to perform any of the services involved in the practice of architecture; provided,that any agreement to perform such services shall be executed on behalf of the partnership or corporation by the partner or partners or by the officer or officers who shall be the registered architect or registered architects exercising professional and supervisory control over the particular services contracted for by the partnership or corporation, and provided, further, that any partnership or corporation holding itself out as of January first, nineteen hundred and fifty-seven, as able to perform any of the services involved in the practice of architecture and having a place of business in the commonwealth as of that date, and of which a majority of the partners of such partnership or officers of such corporation are registered architects or registered engineers and of which at least one of such partners or officers is a registered architect, may, until January first, nineteen hundred and seventy-seven, execute any such agreement by any duly authorized partner of such partnership or by any duly authorized officer of such corporation whether such duly authorized partner or officer is, or is not a registered architect or a registered engineer,provided that a registered architect who is such a partner or such an officer shall exercise professional and supervisory control over the particular services contracted for by the partnership or corporation. 9. A non-resident who holds a certificate of registration to practice architecture in the state in which he resides and in addition holds a certificate of qualification issued by the National Council of Architectural Registration Boards from agreeing to perform or holding himself out as able to perform any of the professional services involved in the practice of architecture; provided, that he shall not perform any of the professional services involved in the practice of architecture until registered as hereinbefore provided. Return to: ** Next Section ** Previous Section ** Chapter Table of Contents** Legislative Home Page 11/1/2004 Message Page 1 of 2 Anthony Patillo From: Bailey, Gordon (DPS) [Gordon.Bailey @state.ma.us] Sent: Monday, November 01, 2004 10:04 AM To: Anthony Patillo Subject: M.G.L -Chapter 112, Section 60L GENERAL LAWS OF MASSACHUSETTS PART I. ADMINISTRATION OF THE GOVERNMENT TITLE XVI. PUBLIC HEALTH CHAPTER 112. REGISTRATION OF CERTAIN PROFESSIONS AND OCCUPATIONS REGISTRATION OF ARCHITECTS Chapter 112: Section 60L Services in practice of architecture; plans and specifications; registered professional engineer; employees; landscape architects; partnership or corporation; non-resident architects Section 60L. Nothing in sections sixty A to sixty M, inclusive, shall be construed to prevent 1. The preparation of plans and specifications for and the supervision of the construction, enlargement or alteration of (a)Any building containing less than thirty-five thousand cubic feet of enclosed space, the computation to be made according to rules to be established by the board; (b) Any single or two-family house or any accessory building thereto; (c) Any building used for farm purposes; 2. The preparation of plans and specifications for and the supervision of the alteration of any building not involving substantial and major structural change; 3. The preparation of any detailed or shop plans required to be furnished by a contractor, or the administration of construction contracts by persons customarily engaged in contracting work; 4. The employees of a registered architect or persons acting under his direction from carrying out their normal duties in the preparation of plans and specifications or in the administration of 11/1/2004 fi=: Because there is no new apartment unit construction, the Fair Housing Act does not apply. c:klocunents atcl settingsklietzlvillage-accessibility review.doc Page 2 of 2 Code Review- Part 1: Accessibility Village at Hospital Hill - Phase I - Nurse's Home and South Home 7/5/04 Accessibility Code review for the complex was completed with respect to four areas: Massachusetts Architectural Access Board, Federal Section 504 Regulations, Federal Fair Housing Act regulations and the Americans with Disabilities Act of 1990. The summary of review and proposed approach to implementation follows: I. Massachusetts AAB Determinations: A. See 3.3 of CMR 521 for applicability of work to Existing Buildings. B. Applicability of full compliance: If work performed amounts to 30% or more of the full and fair cash value of the building, the entire building is required to comply with 521 CMR. For purposes of this determination, the estimated cost of construction work is approximately $3.4 million for the Nurse's Home and $1.8 million for the South Home. It is assumed that these costs are in excess of 30% of the value for each building. C. Conclusion: Full Compliance for Mass AAB is required. The work being performed will comply with 521 CMR. All public spaces and 5% of all units will be fully accessible as noted in 521 CMR 9.2.2 and 9.4. D. Exemption for Townhouses 521 CMR 9.4.2, Exception for Townhouses, states that, "When 5% of the total number of units required to be accessible includes townhouses, they shall comply by any of the following means: a. Substitute a fully accessible flat of comparable size, amenities, etc. ..." The one unit required as the 5% of the 11 townhouse units in the South Home is located in the adjacent Nurse's Home building and is one of the three accessible flats located in that building. II. Section 504 Accessibility Compliance Where accessible units are being provided, it is presumed that they will be built to meet Mass AAB standards within the unit, which in general surpass those of the ADA and UFAS, as referenced by Section 504. A. Quantity of Unit Conversions: Section 504 prescribes that 5% of apartments be made to be Barrier Free. Of 33 rentable units, 5% would represent 1.65 apartments, or 2 units, since there are no provisions for rounding down in Section 504. This project will provide 3 accessible apartment units(one more than required). B. Townhouses in the South Home: All apartment units in the South Home are two-story townhouse units. There are no flats, public spaces or accessible units within this building. Ill. ADA Regulations All public spaces and accessible routes will meet ADA requirements for accessibility. IV. Fair Housing Act Compliance c:\documents and settings\dietzlvillage-accessibility review.doc Page 1 of 2 Yanoo! News - Builderstrash JUU-year-ota(;nmesepalace ruins Page2 of 2004) police got involved. • Online Graduz Education • China: Basic Work The State Administration of Cultural Heritage said the workers faced • Browse All Ed Done for Yuan Reform t prosecution for deliberately damaging cultural relics. and Certificat€ Reuters via Yahoo!News (Nov 4.2004) from Yahoo!_Ed Much of China's cultural heritage has disappeared with many relics Opinion& Editorials smuggled overseas. Illegal excavations are rampant while the drive for • Powell's Dangerous profit has seen countless ancient sites damaged or destroyed. Kowtow to China at Cato Institute(Nov 4,2004) Story Tools • Does Hong Kong Work ®Em_ail Story Post/Read Msgs(4) a Print Story Too Much?at Cato Institute(Nov 3,2004) Ratings:Would you recommend this story? Feature Articles Not at all 1 2 - 3 - 4 - 5 Highly Avg Rating:4.33,52 votes • Civil Unrest Challenges China's Party Leadership at The Special Feature Washington Post(reg.req'd) Dfq.g3tVE to Yahoo!News (Nov 4,2004) SDA .. C TO LIVING ROOM • From Mao to Microsoft: Get Media Savvy an American's.Chinese The best gear to bridge the home entertainment gap Odyssey at The Los Angeles Times(reg.req'd) (Nov 3,2004) Next Story: Arctic climate researchers welcome US efforts on global Related Web Sites warming(AFP) • China Internet Information Center More Science Stories • People's Republic of Exclusive: Rules Set for$50 Million 'America's Space Prize' (SPACE corn) China Washington D.Q. Arctic climate researchers welcome efforts on.-global warming (AFP) Embassy. Scientists Find Arctic Warming Quickly (AP) • Profile: Hu Jintao Oceans to Rise One Meter by 2100-Arctic Expert (Reuters) Exploded Star Possibly Affected Human Evolution (SPACE.com) News Resources Providers Reuters Space.com AFP AP CP Services News Alerts News via RSS Science News Science" http://news.yahoo.com/news?tmpl=story&u=/afp/20041109/sc_afp/china heritage_04110904... 11/9/04 Yahoo! News -Builders trash 50(J-year-ota Lmnese paiaec iuum - " Yahoo! My Yahoo! Mail Search the web News Sign Ir 0a ,.„, ,, +at New User?Sign Up 6Y LTA Ne A '�a In,a Seeuty a: r�Je. City or LiP. M FE .`-to yr_`- 1 11 Bnrnna Personalize NE. 1 SearchJAll News 'i Yahoo! News Tue.Nov 09,2004 tO News Home Science -AFP Top Stories U.S. National Builders trash 500-year-old Business Chinese palace ruins f, Flan— World Mon Nov 8.11:58 PM ET I0 MY' ! Science-AFP Seep Entertainment Fr "-n A. Technology BEIJING (AFP)-Builders who unearthed the 500-year-old Ming I- Dynasty ruins of an imperial palace in the ancient Chinese capital Politics Nanjing destroyed the site despite being ordered to stop, state media City` Science reported. Weather New s. Most Popular Workers on Sunday unearthed several Health .TM .. large marble pillar bases but still failed to Oddly Enough '. two put down tools, officials with the Nanjing Op/Ed Cultural Relics Bureau were cited as Sh �” saying by Xinhua news agency. Local. i Out t Comics `4 ,' By the time they had finished, the builders 4. News Photos �„ , had dug a huge pit 2,000 square metres Most Popular AFP/File Photo (21,500 square feet)wide and three to four Weather metres (9.9 to 13.2 feet)deep out of the AudioNtdeo palace foundations, destroying them. Full Coverage EXCLUSIVE toY t The remains were believed to be part of , the eastern palace of the Ming Dynasty . [Full Coverage ) SDA I a imperial palace,which was built by Zhu More about Pc TO LIVING ROOM Yuanzhang, the first emperor of the Ming Dynasty. China Get Media Savvy. ii New devices aim to tie your Related News Stories PC to home entertainment. They were destroyed by fire when war • Beijing admits defeat in You might even want to ditch broke out during the Qing Dynasty (1644- your DVD player. 'blue sky plan to clear 1911). Sri, up the air AFP via Yahoo! News(Nov 4,2004) Local relics protection officials had rushed to the site to stop the work f7', after local residents tipped them off, Xinhua news agency said. • China struggles to quell football revolt at The Wang Zhigao, a relics protection expert from Nanjing Museum, said he Guardian(UK).(Nov 4. and his colleagues reached an agreement with the construction team Degrees in E to temporarily suspend work but the request was then ignored until http://news.yahoo.com/news?tmpl=story&u=/afp/20041109/sc_afp/china heritage_04110904... 11/9/04 N.. (-o A-r exc. SVC/ fry G .- f TMAMp CITY OF NORTHAMPTON, MASSACHUSETTS HUMAN RESOURCES DEPARTMENT IIJNINfr 240 Main Street, 2nd Floor Northampton, MA 01060 (413) 587-1258 - Fax: (413) 587-1303 Glenda G. Stoddard,HR Director Joanne L.LaGrant,Benefit Specialist Susan C.Stone,Employment Specialist Sissie Horrigan,HR Assistant Memorandum • DATE: July 14, 2004 TO: Department Head. Air FROM: Glenda Stodd.14►- Subject: Compensato of •ff This memo is to clarify issues with compensatory time off that were discussed at the Department Heads Meeting on June 24th. Comp. Time is a way that employers can pay employees legally due overtime, instead of paying them with money. Because comp.time is in lieu of overtime, it is only due after an employee works forty hours in a week. Although we do have some contracts that state we must pay comp time after 35 hours,we should never be granting comp. time to employees who are working part- time. Part-time employees must be paid for the hours that they work. For example: a twenty hour per week employee who works 22 hours should be paid straight time for 22 hours,NOT earn comp. time. We are also bound by law to pay employees within a certain period after the payroll period ends (six days)therefore we must be paying part-time employee what they actually worked in each pay period. If you have any ques •• :.. -• a cerns,please call me. /, n / nktril • 1,0 18. SYLVESTER'S FINE FOODS INC., D/B/A ROBERTO'S RESTAURANT, 223 Pleasant Street, 584-0204, Maureen McGuinness, Manager, Two rooms on first floor, storage in cellar. FID# 042-859-640 (LIC #36T-04) transferred on 9/15/04. 19. SIERROS, KONSTANTINOS D/B/A FLORENCE PIZZA & FAMILY RESTAURANT, 60 Main Street, Florence, 584-5759, 2050 sq. ft. single story building with 1750 sq. ft. basement storage. Entrances and exits in front and rear with separate basement delivery entrance. FID# 04-3545386 (LIC #77-04) 20. SPOLETO, INC., D/B/A SPOLETO, 50-52 Main Street, 586-6313, Kimberlee Greenhalgh (changed on July 13, 2004), Manager, Three rooms on the first floor, storage in the cellar. FID #04-3050021 (LIC #20-04) 21. THE OFFICE, 320 Riverside Drive, 584-9798, Patricia M. Willard, Manager, Approximately 2,189 sq. ft. on ground level with storage on same floor. Special Permit Approved 3/4/92 Includes Prohibition of Live Entertainment - No Live Entertainment License Allowed. FID#017-34-1261 (LIC #45-04) 22. VERY LIMITED D/B/A FITZWILLY'S, 23 Main Street, 584-8666, Fred W. Gohr, Manager Two rooms on the first floor, storage in the cellar. FID# 04- 3009728 or 04-3251780 (LIC #50-04) 23. WORLD WAR II VETERANS ASSOCIATION OF HAMPSHIRE COUNTY, INC., D/B/A AMERICAN VETERANS' ASSOCIATION OF WESTERN MASS, 50 Conz Street, 584-3315, Janis M. Bartlett, Manager, Two rooms on the first floor, storage on the same floor. FID# 04-2781367 (LIC #07- 04) 24. ZINGARA, LTD., D/B/A PACKARDS RESTAURANT, 14 Masonic Street. 584-5957, Robert E. McGovern, Jr., Manager, Three rooms on first floor plus outdoor patio, two rooms on second floor, one room on third floor and storage in cellar. FID# 04-3121648 (LIC #26-04) 25. RESTAURANT, 261 King Street, 585-0202, Teh-Herng Sun, Manager, One 3,000 square foot room on ground floor, kitchen separate, storage room separate, entrance/exit on west side, exits on north and south sides. FID#06-1233633(LIC # 69-04) 10. IRON HORSE VENTURES, INC. D/B/A IRON HORSE MUSIC HALL, 20 Center Street, 552-0776, Eric Suher, Manager, One multi-level room plus balcony, kitchen on first floor, storage in cellar. FID# 04-3276548 (LIC #05-04) 11. JAMIE CORP. D/B/A SILENT CAL=S CAFE, 196 Pleasant Street. 532 — 8653, Jon Hebert, Manager, Entire first floor of building with kitchen, restrooms and office/storage space. Entrance in front and side exit. FID #04-3218896 (LIC #41-04) 12. LILO, INC., D/B/A EASTSIDE GRILL, 19 Strong Avenue, 586-3347, Gail Baker Yacuzzo, Manager, Two rooms on first floor plus 640 square foot kitchen, outdoor deck, storage in the basement. FID #04-2855744 (LIC #47-04) 13. NORTHAMPTON GOLF, INC., D/B/A NORTHAMPTON COUNTRY CLUB, 135 Main Street, Leeds, 584-7987, Robert S. Berniche, II, Manager, Club house, consisting of dining room, lounge and main bar on parking lot level, snack- bar, bar, lounge, locker rooms, shower rooms on middle level, pro-shop, cart storage and miscellaneous space on lower level, including storage if necessary, pool area and canteen on greens of property. FID#015-26-0119 or 04-3076228 (LIC #22-04) 14. ONE BRIDGE STREET, INC. D/B/A DEL RAYE LOUNGE, 1 Bridge Street, 586-2664, John F. O'Neil, Manager, Approx. 1,750 sq. ft. on first floor consisting of kitchen, dining room, bathrooms and entrances on front, side and rear of building. Approx. 342 sq. ft. of basement storage. FID# 04-3331797 (LIC #03- 04) 15. ONE PEARL STREET, INC. D/B/A CITY CAFE AND HARRY'S PLACE, 1-5 Pearl Street, 584-4100, John Reilly, Manager (changed on 12/17/03), Approximately 9,000 sq. ft. on first floor consisting of bar area, billiard room, restaurant room, kitchen and bathrooms with 5 entrance/exits, storage area, office and bathrooms in basement. FID# 68-0570970(LIC #33-04) 16. PEARL STREET NIGHT CLUB, INC., 10 Pearl Street (P. O. Box 418), 552- 0776, Eric Suher, Manager, Three rooms and foyer on first floor, two rooms on second floor, storage on second floor. FID # 04-3414146 (LIC #32-04) 17. PUDDING LANE, INC. D/B/A PARADISE CITY TAVERN, 5 Bridge Street, 586-6313, Kyle Gosselin, Manager, One large room on first floor with four entrances/exits, enclosed patio area outside, storage on first floor. FID #04- 3430690 (LIC #04-04) Closed by fire ANNUAL ALL ALCOHOLIC RESTAURANT 2004 1. 21-23 CENTER STREET, LLC DB/A CENTER STREET CAFÉ, 21 Center Street, 552-0776, Eric Suher, Manager, 1st Floor with dining and kitchen area, entire basement with waiting/bar area, restrooms and storage, entrances and exits on both floors. FID# 043-42-0971 (LIC#29-04) 2. AMERICAN LEGION POST #28 HOME, INC., 63 Riverside Drive, 584- 5519, Brenda J. Coyle, Manager, Three rooms on first floor, storage in the cellar. FID#04-2676152 (LIC #44-04) 3. BESHIR, INC. DB/A HUGO'S, 315 Pleasant Street, 584-9800, David Niedzwiecki, Manager, Approximately 1,700 sq. ft. on first floor plus basement storage. Front door on Pleasant St., rear door exiting to parking lot in rear. FID# 04-3170739 (LIC #38-04) 4. BLUEBONNET ENTERPRISES INC., 324 King Street, 584-3333, James R. Greco, Manager, Two rooms on first floor with storage in cellar. FID# 04- 2497117 (LIC #18-04) 5. BOWL NEW ENGLAND, INC., DB/A NORTHAMPTON BOWL, 525 Pleasant Street, (802) 655-3468, William P Williams, Jr., Manager, One room on first floor, storage on first floor. FID #03-0267492 (LIC # 39-04) 6. BREWSTER COURT PUB, INC., DB/A BREWSTER COURT BAR & GRILL, 11 Brewster Court (Mailing address: 13 Old South Street), 584-9903, Janet Egelston, Manager, One room on ground floor of approximately 837 square feet, second floor balcony area of approximately 855 square feet. Including walk- in cooler also accessible from the Northampton Brewery for delivery purposes only, and fully enclosed patio on westerly side of building. Two entrances/exits. FID# 04-2961877 (LIC #02-04) 7. CHEW-CHEW, INC., DB/A THE DEPOT RESTAURANT, 125 A Pleasant Street, 586-5364, Matthew Pitoniak, Manager, First floor of old Union Station with 8 exits on all sides of station. EFFECTIVE 3/22/00 - Extension of Premises to include lower level ATunnel Bar@ with exit onto Strong Avenue. Extension to include outside deck adjacent to building. FID#04-2919047 (LIC #40-04) 8. COOT'S CORNER, INC., DB/A YE OL' WATERING HOLE, 287 Pleasant Street, 584-9748, James F. McGorry, Manager, Two rooms on the first floor. FID# 04-2464308 (LIC #42-04) 9. FIRST WOK, INC., DB/A HUNAN GOURMET CHINESE CLUB LICENSE - ALL ALCOHOLIC 2004 1. FRATERNAL ORDER OF EAGLES #2532, 270 Pleasant Street, 586-4002 Theresa Corbett, Manager, One room on each of three floors, storage in the cellar. FID #042-21-5547 (LIC #37-04) 2. NORTHAMPTON ELKS #997, 17 Spring Street, 584-0297, Seth Mias, Manager, All rooms on all floors. FID #041-07-9695 (LIC #06-04) 3. NORTHAMPTON LODGE 614, LOYAL ORDER OF MOOSE, 196 Cooke Avenue, 586-3260, John Molitoris, Manager, All rooms on all floors, plus grove. FID #042-45-0774 (LIC #09-04) 4. MICHAEL F. CURTIN POST 8006 V. F. W. HOME ASSOCIATION, INC., 18 Meadow Street, Samuel Adams, Manager, All rooms on all floors. FID #042- 07-1327. (LIC #27-04) INNHOLDERS - ALL ALCOHOLIC 2004 1. AUTUMN INN, LLC, 259 Elm Street, 584-7660, Curt Shumway, Manager, All rooms on 2 1/2 floors. FID #04-2429471 (LIC #11-04) 2. OLDWAY LEASING, INC. DB/A CLARION HOTEL, Atwood Drive, 586- 1211, Curt Shumway, Manager, All rooms on all floors, plus outdoor pavilion and area around outdoor swimming pool adjacent to the inn. FID # 04-3264043 (LIC #01-04) 3. STAR NORTHAMPTON, INC. D/B/A HOTEL NORTHAMPTON, WIGGINS TAVERN AND COOLIDGE PARK CAFE, 36 King Street; 584- 3100, Mansour Ghalibaf, Manager, Entire Hotel Facility including 85 room hotel together with restaurant, banquet, public rooms and outdoor cafe facilities. FID# 04-3140249(LIC #19-04) GENERAL ON PREMISE - ALL ALCOHOLIC 2004 1. COLORADO, INC., D/B/A LA CAZUELA, 271 Main Street, 586-0400, Jody Sieben, Manager, 2,400 sq. ft. on first floor, storage in basement. FID# 04- 3555719 (LIC #30-04) 2. COPPER ROSE, INC., DB/A MULINO'S, BISHOP'S LOUNGE AND BRASSERIE 40A, 41 Strong Avenue, 586-8900, Anthony Bishop, Manager, All rooms on all floors with storage in cellar. FID#020-55-1154 (LIC #48-04) 3. FLORENCE CAFE CORPORATION DB/A THE FLORENCE CAFÉ (SILK CITY TAP ROOM), 99 Main Street, Florence, 586-5705, Konstantinos Sierros, Manager, One room on first floor, one room on second floor, storage in the cellar. FID# 04-2441919 (LIC #24-04) 4. MILO ENTERPRISES, LLC. DB/A CLUB DIVA=S OF NORTHAMPTON, 492 Pleasant Street, 586-8161, Lori Conte-Magnoi, Manager, 8,000 sq. ft. of second floor with 3 entrances/exits and elevator access, storage on same floor with 2000 sq.ft. roof area outdoors. FID #04-3280940 (LIC #08-04) 5. TRUSTEES OF SMITH COLLEGE, D/B/A SMITH COLLEGE FACULTY CLUB, 51 College Lane, 585-2300, Kathleen M. Zieja, Manager, Six rooms on three levels with storage in the basement. Access from College Lane with various other service and emergency exits. FID #041-84-3040 (LIC #12-04) 6. 7. Village at Hospital Hill September 2, 2004 Dietz& Company Architects, Inc. (I) Mechanical Room. (I) At Each Janitors Closet Assume 10 additional similar signs with language supplied by Owner during construction phase. South Home: (2) Handicapped accessible symbol, 6"x 6". (I) Stair Symbol at each stair entry(corridor side) and (I) stair exit sign (stair side). (I) Each at each apartment with an entrance off the corridor or common stair. (3) Brick mounted numerals at each unit with an exterior entrance. Assume 4 additional similar signs with language supplied by Owner during construction phase. REVISIONS TO THE DRAWINGS 1.1 Sheet A-301-B1,note for the basement floors: Clarification of Addendum Item 1.24. The Base Bid will be the finish floor material over 1/4" plywood underlayment(below vinyl only)fastened through %z" Homasote below it, over a vapor barrier on top the existing concrete floor. The Add Alternate No.02 will be removing the entire existing concrete floor. After the floor is removed it will be constructed of the following;the finish floor, on top of a new 4"concrete slab on 2" rigid insulation over a vapor barrier. See structural notes for subgrade treatment. 1.2 Sheets A-101-BI &A101-B2,the Waterproofing system is referenced in the legend as a dot-dashed line and the extent is designated on the basement plans. INDEX OF ATTACHMENTS: END OF ADDENDUM NO. 2 ADDENDUM NO. 2 Page 2of2 .38 - SO Village at Hospital Hill September 2, 2004 Dietz&Company Architects, Inc. ADDENDUM NO. 2 Village at Hospital Hill—Phase I Northampton,Massachusetts Project#20144 Dietz& Company Architects, Inc. 17 Hampden Street Springfield, MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. I. NOTE: BID DUE DATE HAS BEEN EXTENDED. General bids are now due at 2:00 PM, Friday, September 17th at the offices of Dietz&Company Architects. 2. A. See Index of Attachments below. REVISIONS TO THE SPECIFICATIONS 2.1 Sections 01732&0731 I, note that the roofing contractor is responsible for demolition and protection of the roof. 2,2 Sections 01732,015300, 15400, 15600,and 1 6100, note that the General Contractor is responsible for disconnect, demolition and removal of any MEP systems within the building or through the building's walls to the exterior,where the site contractor is expected to provide that work. General Contractor is responsible for patching at all locations in exterior walls where MEP systems are removed. 2.3 Section 08110—Door Schedules,the following doors shall not have a fire rating: Nurses' Home, Building 01: I I5A& 109. On these doors,a non-labeled panic device shall also be allowed. 2.4 Section 081 1 0-Door Schedule,the door schedule references take precedence over the specifications description regarding door styles. Also see SKA-10 from Addendum 01 for door style modifications. 2.5 Section 081 10&0821 l;note that all interior unit doors shall be solid core as specified. Delete the hollow core designation noted on the schedule and replace with solid core. 2.6 Section 10431, 3.4 Sign Schedule add the schedule below: B. SIGNAGE SCHEDULE Nurses' Home: (2) Handicapped accessible symbol, 6"x 6". (I) Stair Symbol at each stair entry(corridor side) and (I) stair exit sign (stair side). (I) Management Office, 2-1/2"x length. (I) Each at each Storage Room Door (I) Maintenance Room (I) Laundry room. (I) Elevator Machine Room. (I) Electrical Room. (3) HP directional signs. ADDENDUM NO. 2 Page 1 ofl -7/". N O N 0) N C.°3 a 0 v• iy C eo 0 g p U c E' E E a b a -O U U R 0, a, i p 7 �- 3 t 3 � Q s o eo' v U c .o .E „, E a,v 5 .o a -5 -5 ny Hw 5 C N p0 C .V+ N b =E a E a td g, n• m v" 'gYVOa a ro 3 u 3 V. z U N L y G . N co . V x 0 " ao z z w o . E W o, J p C W• A a a, 3 G s a o '[ w o ° 0 CO o Z co 3 0 Z m m C E. o W R ` U v • ••• W W Z N [D Q E c o N W tt y w E v S I--• 0 m o a c o CV Z 4 'o W eo ti ti ei ai v CO Q x > xx d O D ° C N b p L p L O Z 3a ZE. ZN Zoc(., w 0 3 L d Tki W O 0 : c4 4 b 0 •C W ��c q ,. p 3 > iG p co C [r o c E 6 3 C U ° E. a G p 3 v W O e a E ¢ O..1 W > < N i o0 .E.. U v1 A Q w ¢d ¢u a:1 2L u.,o ,o II cn u. n. L. x ut a l &) N O as m co . a o . l o G Si. V 0 9 ,.. Q u „ U E a) U cad a) JP DO ro H Q N 7 .` scc 7 u L 7 5 G E a� C y 5 E. E u y E o U O 4 U R U .T�7 0 3 N N 7 LFd L 4 W V. 4. o CO-� ' a a, S •— 3 v is G ro g a... ro 5 :, e_v u �- c 5 > = e.. c v� H ewe dC : d>, D v a; ?: $ h .� `^ L 0 0 c —' H •3 ro '3 d7r .5 a au, c c " y o c a t Q eO al ° .o o a E n. =3 H u t .o ° o0 0 - H e H u 5. 3 5 � si R c ro g 3 d0 a) s a ro ' dD n m c. a a h E a o o ' z . a 0 o " 0 v c v v v ° d v V. b w c 0 $ y u =' n H a eua .5 as = °o _ oG >. H >, a >, >,. o o a O> O ,n O N 9 aui ea H 7 O ` 7 0 00 c . .- u 3 ; u a > 3 o u o 0 0 o c o . u i ro ce ° a R F .5 coy o ° C] y h a y a -E a 4 -°' 0 E 3 al u a) as v y � > ? 3. > > > 3. OG -. to. m m d% c% ed m 0a ou co co a y z z z z z Z z z W a J y u 0 m o_ .a E H A O N O Si a a, ., .. V) O = 7 00 'ids H o , ~ a ,0 L u Z CD W is •u 7 N D, w CO Z a Q .O � C m a ti, a o v y L Q E t 3 0 v u o u 3 O 3 = N ,� . c - 3 H t 3 u c S ro O o R Q O S m E H W Z y o 5 ,• a ° .v c 84. — co E E E0 ai o u _ dq oc 3 d", 4..) .°1° E ,,, c d °° d o 0 d a 3 v ' •n N U 6l L h U E y O E c. O L '� E .., o .. V OL ev L c.. ay. .� V O —. ti O O 7 70 ca O a, 7 ,C 7 vs Q 7 v N 7 = 7; 7 5 7 " 71" m 7 5. u Z O O C to Z F Z > u Z V) 3 Z F ro Z C Z Q Z F 3 Z 3 -8 W S 5°.. •d o Ci, R 3 0 0 =' Ws a 0. CO •o o -3 c : c aL' `n to t 3 w, $ o ° - o o. re F o a `? y b c a 0 2 E u _ .3 n° �' m v u o4 °' ro v °0 c ° ou u `. 3 R N .o 5 0 Lcq 'O E 5 a.v . = E c. 2 E 'vo -to s ; c FA 3 to -, u a' 3 F co u 0.1 C7 v a, o v+ 0 0 0 CO Q O - ,O C 'O 'y N N N h 0 00 o O. G ( „l 'I- s ro 7 N .- co- is. O N N v .. O O O co E o N N N ,p v1 c.; N f`1 p O p Q co O., o NN N '� _' ..' r « o a ) \ / \ \ \ \ < gee » C Ea - \7 ] 2 . B � „ ) ] } 3 fS . ; E \ Q. q # § § \ § ..8 .0 u � ) ~ s « ) 6. < Kr, 2 ; -6 ,2 / ; j = § ) 6 ) 4 2- 0 a ; § 9E d ) / 04 } \ ) ƒ oi) no /j z z _ E E o j ) z ®S \ - § � § C 2. . § m o o i - , , o \ ° E C « % , cv � \ \\ < 2 ' Cl) § ' [ \ \ . § Z } co d/ ; 0. k o ƒ .0 \ ] o d o \ a 0 § . ) / o. « � CO - ] E _-10 0• \ t 2 < . - § _ ) _ \ / o \ I eta / co \ \ so < - — — — k \ / \ 2 = o o = z e _ z , Cl) o = - - - , c \ / \ § \ 01 0 N a) 0) co , a V CO E 3 N Y O 0 > N 0, a... o 0 E O O N b L. •R .5 ❑ 0 0 CO 0 r -a 0 °c ° G E °Q o c : E as C °1 O R a N y a E Ca a .0'-' .0o0 .n 0 v o CO v a3`' 00 3 a ` CO CO CO E vo ui a va c 0 c 9 •� u0. 40. W •[ ❑ b a ° 3 °° y c A v 0 3 0 .° ` w A 0 6 > > aa) ..' o °o c v u R ra E CO CO CO CO 3 a 3 C) - E = 0' G c U 00 v v v a 4° y o CO 3 .0 0 0 0 N G o O 0 y u 0 y CO .O C v v v v o 2 o a `d '= N .5 u, ..?3. v v 'fl v $ 2 .5. c a• 0 3 E E E E �' r v CO°D a' `_ C _ o c v S•ao, u ao, _y ao w ❑ 'O 3 0 E c 3 Q1 •N o .o a 0 - v 3 o as o C V .G C •- .0 as o u .5 ea v Al N a coca 0 'y a aq ❑ U .0 . F .0 o 0. o E 9 A c .^0 K Q _ _ ° Cq 'a V o a ao E a o a a a' d ? ? ? > > a v C4 ? n> CO z z z � a .o a a Iii no, a GNO, Z z a z z Ill E 0o ' '" W w N T _a 8 a• = _o •- C 00 E C.) CO ama a wl w m N 3 ° o Cl) O ?. CO . Cl) I3, x 0 a 'N H = _O O N CA x N to C K K Z a) a- a ",n � x 3 - ∎>-, w E 0 r U W t v o 00 tr, < 00 CO SN E v 0 (n co ' �. O u N t M a- M a C W z a O O O 9 0 9 o la y ` a a x° 8 t. ._ Q .a o o O o 0 o a A a~i 7 0 p •p m L 00 00 y C c u o ° b o u o o u o LI U rn F--, E-- EF F . an U.. w CO 5 .0 ac, 3 N a 2 o 0 o O C .,0 IC ;a .o. G, a 00 0. N u ai ='• aFi 'o 9 o 0 $ is o a a z a. E o 0 o 0a L ` t ._C ..c 0 O. 0 0a oa t N 5 _ 9 3 •° as 3 0 3 o ° 00 0 o .D 8 .0 m E a E x E .o E ° v yy - ,2 : . 0 v c a o Y .a. a 0 o y y o0o 00 N . 0 0 C F p •O p •O ea 0 7 .0 E �+ ,- O A N 0 se.o a s ..3 : •0 3 2 cn v -o t) an F to U U U U o 0 0� 1) a 4 ,6 --• --• °D .47 CO a] 0] 0? o 0 o a a v o. �E ^ = ^ _ - v ct Cl) < < < < 0 0 r- 0 a ,-, 4 b CO N r r 0 A n M O U) 0) ID T _ d .0 N .a O tA 10 ti O C) ,. V 4 4 6@ > v O O co; O O O O O td 0 m > v .v d a u a N pp v N C > C v v N N A A NN CI O F CC/ C N C = �O c- O O O O 3 O O a n • p -a c N m m E E E E .o lil co y p 6) O C C G C C C G C V v q 4 V u_ O L L 4�) N r0 M N N .X E N R y .. .. G T y N W v Y U 0.) V .8 .v+ Y. O •" Q c e 0° v v v v u v a o > > K O co; O C C C C C C > C C is ,C N d v v 0) v v v a) v go- ' v v 3 o H U F F H F F H F F F v F H N _ _ > > > 6 CG O, S 00 S S e0 S R tQ tV R- '‘',-Ti R z z z z z Z z z z z z z Z tu Ill N O O W co T _ 'a m U u) o c ~ _ " d z T. a u m w Ill N Z a o C d M 00 Q E g b 0 N O L t 0 O N a " o a a 0 c k a v 5 5 C o w co Z a a o g E 5 0 0 0 0 a c4 y 7 p v `° R: OL 04 POG 0.O' 0.O' 0; U)) .. .. Q m a E .a �' o 0 a g 0 ° v N Y c 0 U C C C C 0 aN H w w w h 9 0 0 w L. ctH ca w w .to t. w u. i w 0) ) 4, N u L. -441 0 c 0 3 _c q O O N N N .01. .N. y 00 3 A u•`' '� T S. a > 0 s s 3 0 -u �` 0 .2 to 00 c v 3 3 3 0 0 :° 0 m 3 00 0 m = v c° $ o r g b t r $ o 3 a° 3 3 .a '3 ` 3 3 a = 3 0 '3 T m —° 0 3 = 0 3 E E $ v E °° E 74 c a Y. v o u 0 v c v " v 0 u 3 m ° ° v c v o C C 'a G O 0 O O u C a0 C L .V.. O, .0 v Y ca C O C .0 3 ) c4 a 3a as a 3 a .7c2 H as .7 3 ,Orrc_° U U U U - - - - U U U U U U U U a N N N N .-. O^ — .— -r .-' N 4 h �D I� 00 Q� ~ ,o O v rn co as 0.l co O. ,O r r n N ' co co a cc CA W co E .-1. ,r,-� Vlr ‘,-,-. N N 7 h b N 00 01 .N-, A co N N N N vl Q Q Q Q < < Q ¢ ^ V] W t+■ 00 N N 4 vi c6 r- 00 Q, Q ¢' Q' Q ,O sO t� r O N th ON N N N Village at Hospital Hill August 31,2004 Dietz&Company Architects,Inc. ADDENDUM TO SECTION 08711 —DOOR HARDWARE NURSE'S HOME—BUILDING I Hardware Set No. I I: (Door number III) (I) set of door hinges each leaf (2) exit device 9947 392-L BE US32D Von Duprin (2) closer,push-side mounted 1431-RUO X SNB PARALLEL ARM 690 Von Duprin (I) removable mullion w/ I Mullion by door mfr.,releases by intercom mfr. elec.strike release, Installation by door mfr. Elec.connections by each side Electrical Sub-Contractor. (2) door pulls CO-12 Kawneer (I) set of full weatherstripping and door sweep,each leaf (I) alum sill DUR Door Mfr. Hardware Set No. 12: (Door number 110) (I) set of door hinges each leaf (2) push-pull,Kawneer CO-12/CP-I I (I) closer,push-side mounted 1431-RUO X SNB PARALLEL ARM 690 Von Duprin (I) removable mullion Mullion by door mfr. (2) overhead door stop (1) set weatherstripping and door sweep,each leaf (I) alum sill DUR Door Mfr. SOUTH HOME—BUILDING 2 Doors 107 & 108: jambs shall be wired to receive elec. strike release. Installation by door Mfr. Elec. connections by Electrical Sub-Contractor. See Specifications section 16100, Electrical, for electrical information. ADDENDUM NO. 1 4 Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. 3.1 EXAMINATION A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that Work may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements,manufacturer's installation instructions,and SMACNA's"Architectural Sheet Metal Manual." Anchor units of Work securely in place by methods indicated, providing for thermal expansion of metal units;conceal fasteners where possible,and set units true to line and level as indicated. Install Work with laps,joints,and seams that will be permanently watertight and weatherproof. B. Install exposed sheet metal Work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than I inch (25 mm) deep,filled with mastic sealant(concealed within joints). D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. I. Use joint adhesive for nonmoving joints specified not to be soldered. E. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. F. Separations: Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. I. Underlayment: Where installing stainless steel or aluminum directly on cementitious or wood substrates,install a slip sheet of red-rosin paper and a course of polyethylene underlayment. 2. Bed flanges of Work in a thick coat of roofing cement where required for waterproof performance. 3.3 CLEANING AND PROTECTION A. Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim Work during construction is without damage or deterioration other than natural weathering at the time of Substantial Completion. END OF SECTION 07620 SHEET METAL FLASHING AND TRIM 07620-4 Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. I. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible, noncorrosive metal recommended by sheet metal manufacturer. I. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less than thickness of metal being secured. 2.4 SHEET METAL FABRICATIONS A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less than that listed below for each application and metal. B. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability of alloy and temper designated below: I. ASTM B 209, 3003-H 14,with a minimum thickness of 0.040 inch,unless otherwise indicated. C. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792, Class AZ-50 coating, Grade 40 or to suit project conditions,with 55 percent aluminum,not less than 0.0396 inch thick,unless otherwise indicated. D. Coil-Coated Galvanized Steel Sheet: Zinc-coated, commercial-quality steel sheet conforming to ASTM A 755, G 90 coating designation, coil coated with high-performance fluoropolymer coating as specified in "Coil-Coated Galvanized Steel Sheet Finish" Article; not less than 0.0336 inch thick, unless otherwise indicated. E. Base Flashing: Fabricate from the following material: I. Aluminum: 0.040 inch (1.0 mm)thick. F. Valley Flashing: Fabricate from the following material: I. Aluminum: 0.040 inch (1.0 mm)thick G. Window Panning: Fabricate from the following material: I. Coil-Coated Galvanized Steel Sheet:0.040 inch(1.0 mm)thick H. Flashing at Cementitious siding and trim: Fabricate from one of the following materials: I. Stainless steel:0.040 inch (1.0 mm)thick 2. Coil-Coated Galvanized Steel Sheet:0.040 inch (I.0 mm) thick 3. Factory-Painted Aluminum Sheet or coated aluminum sheet recommended by siding manufacturer: 0.040 inch (1.0 mm)thick I. Drip Edges: Fabricate from the following material: I. Coil-Coated Galvanized Steel: 0.0217 inch(0.55 mm)thick. J. Roof-Penetration Flashing: Fabricate from the following material: I. Aluminum-Zinc Alloy-Coated Steel: 0.0276 inch(0.7 mm)thick. 2.5 ALUMINUM FINISHES A. General: Comply with Aluminum Association's (AA) "Designation System for Aluminum Finishes" for finish designations and application recommendations. B. Shop Finish, Rain Drainage: Provide manufacturer's standard baked-on, color-acrylic shop finish on sheet metal rain-drainage units (gutters, downspouts, and similar exposed units); 1.0-mil (0.025-mm) dry film thickness. PART 3 - EXECUTION SHEET METAL FLASHING AND TRIM 07620- 3 A d Village at Hospital Hill—Phase I August 3 I,2004 Dietz&Company Architects,Inc. PART 2-PRODUCTS 2.1 METALS A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability of alloy and temper designated below: I. Factory-Painted Aluminum Sheet: ASTM B 209(ASTM B 209M), 3003-H I4,with a minimum thickness of 0.040 inch (1.0 mm),unless otherwise indicated. 2. Coil-Coated Galvanized Steel Sheet: Zinc-coated, commercial-quality steel sheet conforming to ASTM A 755,G 90 coating designation,coil coated with high-performance fluoropolymer coating. 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened. B. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements for joint sealants as specified in Division 7 Section "Joint Sealants." C. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar accessory units as required for installation of Work, matching or compatible with material being installed; noncorrosive;size and thickness required for performance. 2.3 FABRICATION,GENERAL A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's"Architectural Sheet Metal Manual" that apply to the design, dimensions, metal,and other characteristics of the item indicated. B. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and result in waterproof and weather-resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Form exposed sheet metal Work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated,with exposed edges folded back to form hems. D. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. E. Expansion Provisions: Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof,form expansion joints of intermeshing hooked flanges,not less than I inch(25 mm) deep,filled with mastic sealant(concealed within joints). F. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. G. Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. SHEET METAL FLASHING AND TRIM 07620-2 • Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. SECTION 07620-SHEET METAL FLASHING AND TRIM PART I -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes sheet metal flashing and trim in the following categories: I. Metal flashing. 2. Window Panning. B. Related Sections: The following Sections contain requirements that relate to this Section: I. Division 4 Sections for through-wall flashing and other integral masonry flashings specified as part of masonry work. 2. Division 7 Section "Joint Sealants"for elastomeric sealants. 3. Division 7 Section "Asphalt Shingles" for flashing and roofing accessories installed integral with asphalt shingle roofing. 1.3 PERFORMANCE REQUIREMENTS A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement,and exposure to weather without failing. 1.4 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division I Specification Sections. B. Product Data including manufacturer's material and finish data, installation instructions, and general recommendations for each specified flashing material and fabricated product. C. Shop Drawings of each item specified showing layout, profiles, methods of joining,and anchorage details. D. Samples of sheet metal flashing, trim, and accessory items, in the specified finish. Where finish involves normal color and texture variations, include Sample sets composed of 2 or more units showing the full range of variations expected. 1. 8-inch- (200-mm-)square Samples of specified sheet materials to be exposed as finished surfaces. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experience Installer who has completed sheet metal flashing and trim work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. 1.6 PROJECT CONDITIONS A. Coordinate Work of this Section with interfacing and adjoining Work for proper sequencing of each installation. Ensure best possible weather resistance, durability of Work,and protection of materials and finishes. SHEET METAL FLASHING AND TRIM 07620- I Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. 2. Testing shall include visual observation of interior of pipeline including all joints and connections. Pipeline shall be certified by testing agency to be constructed in accordance with the Contract Documents including requirements for slope,joining, and absence of debris and foreign matter. 3. Duplicate copies of test reports shall be submitted to the Architect. F. Manhole Testing 1. Leakage testing of sewer manholes shall be included in the testing of the gravity sewer system. Leakage for each manhole shall not exceed 1 gal./vertical ft. of manhole per 24 hours. G. Before submitting system for final approval of the authorities having jurisdiction, submit a written statement to the Architect that work has been completed in accordance with the Contract Documents. H. Promptly following satisfactory completion of leakage testing, a report fully describing test procedures and listing test results shall be submitted to the Architect and to governmental agencies that have jurisdiction. The report shall be signed by the Contractors'superintendent. Pipe deflection testing for PVC piping. 1. Six months following completion of the backfill over the PVC pipe installation, the pipeline shall be tested for deflection using a"go/no go"deflection mandrel. The"go/no-go"gage shall be passed through all sections of the pipeline. 2. Pipe deflections shall be measured and converted to percent deflection. Deflections shall be recorded,with a copy of results submitted to the Architect. Test results shall be mailed or delivered to the Architect not later than the day following the day on which test was made. 3. Sections of pipe with deflection greater than 7.5%shall be replaced. END OF SECTION SANITARY SEWAGE SERVICE 02730-9 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. equipment specifically designed and manufactured to test sewer pipelines with low-pressure air. The equipment shall be provided with an air regulatory valve or air safety valve so set that the internal air pressure in the pipeline cannot exceed 8 psig. a. The leakage test using low-pressure air shall be made on each manhole-to-manhole of pipeline after placement of the backfill. b. Pneumatic plugs shall have a sealing length equal to or greater than the diameter of the pipe to be tested. Pneumatic plugs shall resist internal test pressures without requiring external bracing or blocking. c. All air used for testing shall pass through a single control panel. d. Low-pressure air shall be introduced into the sealed line until the internal air pressure reaches a value 4 psig greater than the maximum pressure exerted by groundwater that may be above the invert of the pipe at the time of the test. However,the internal air pressure in the sealed line shall not be allowed to exceed 8 psig. When the maximum pressure exerted by the groundwater is greater than 4 psig,conduct infiltration test. e. At least two minutes shall be allowed for the air pressure to stabilize in the section under test. After the stabilization period, the low-pressure air supply hose shall be quickly disconnected from the control panel. The time required in minutes for the pressure in the section under test to decrease from 3.5 to 2.5 psig (greater than the maximum pressure exerted by groundwater that may be above the invert of the pipe)shall not be less than shown in the following table: Pipe diameter in inches Minutes 8 4.0 10 5.0 12 5.5 f. Where the sewer section to be tested contains more than one size of pipe,the minimum allowable time shall be based on the largest diameter pipe in the section, and shall be the time shown on the table reduced by 0.5 minutes. 4. Rate of infiltration and exfiltration shall not exceed 20 gal./in.of pipe diameter per mile of pipe per 24 hours. Each section of pipe tested shall meet the above criterion. E. Closed Circuit TV Testing 1. In addition to the leakage testing specified above, the entire sewer system piping shall be tested using closed circuit TV testing equipment. Testing shall be done by a specialty pipeline testing agency experienced in closed circuit TV testing of utility pipelines and acceptable to the local DPW. Equipment used shall be specifically designed for inspection and testing of utility pipelines. SANITARY SEWAGE SERVICE 02730-8 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 3. Remove debris, concrete or other extraneous material which may accumulate. 3.02 TESTING A. The entire sewer system, including piping and manholes shall be tested for leakage. Piping shall also be tested by the use of either water or low-pressure air. Piping shall also be tested using closed circuit TV. All testing shall conform to the requirements of the local Department of Public Works. B. General Test Requirements 1. Piping shall be adequately restrained against movement before testing. Pressure sewer line shall have thrust blocks installed (under another section of the specifications) and the concrete shall have attained full design strength before test pressure is applied to the line. 2. Piping system shall be flushed clean, and sediment,scale, dirt, and debris removed before piping is tested. 3. Adequate provisions shall be made for carrying off flushing water without causing erosion or other damage. 4. Manholes and piping shall be tested before joints are concealed or made inaccessible. 5. Tests shall be made in the presence of an inspector of the authority of having jurisdiction. C. Notice of tests shall be made in writing to the Architect and the local plumbing inspector,and received by them not less than five days before the date of test. D. Gravity flow system test 1. When the groundwater is more than 1 ft. above the crown of the pipe at the upper end of the section to be tested, an infiltration test shall be made. The upper end of the section to be tested shall be plugged on V-notch weir of appropriate size shall be fitted into the lower end. There shall be no leakage around the weir plate. Commercially manufactured weirs, made and calibrated for the purpose, may be employed. 2. When groundwater is less than 1 ft. above the crown of the pipe at the upper end of the section to be tested, an exfiltration test shall be made. The sewer shall be plugged at the inlet pipes of both the upper and lower manholes. The line shall then be filled with water to a level 2 ft. above the crown of the pipe in the upper manhole. Before any measurements are made, a period of about 2 hours shall be permitted to allow for absorption and escape of trapped air. Following this, a test period of at least 4 hours shall begin. At the end of the test period, loss of water shall be measured and leakage computed therefrom. 3. Air testing shall be performed in accordance with the procedures described in ASTM C 828, except as otherwise noted. For low-pressure air tests use SANITARY SEWAGE SERVICE 02730-7 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. c. In large, accessible piping, use brushes and brooms for clearing. d. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. e. Flush lines between manholes if required to remove collected debris. B. Manhole Installation 1. Manholes shall be set vertical on a base material as indicated on the Drawings,with each section in true alignment. 2. Lifting holes in precast sections shall be plugged thoroughly with mortar and finished smooth and flush with adjoining surfaces. 3. Brick shall be employed to bring frame and cover to required elevation as indicated on the Drawings. Complete brick installation shall be coated with at least a 3/4 in.thickness of mortar on outside to provide a fully sealed and watertight collar between the top manhole section and the cover frame a. Before installation of castings, chipped and scraped areas shall be touched up with one coat of bituminous paint. b. Cast iron frame shall be set concentric with manhole opening in a full bed of mortar. A thick ring of mortar extending to the outer edge of brick or concrete shall be placed all around the bottom flange of the cast iron frame. Mortar surface shall be smooth and sloped to shed waterway from the frame. 4. Portland cement-based mixtures used on this work shall receive a minimum of three days of moist curing,which shall start immediately after the material has been placed. Suitable means shall be employed to protect cement-based mixtures from too rapid drying and damage from cold weather and frost. 5. Where required, new piping shall be connected to existing manholes by mechanical smooth wall coring into existing structures. Drilling, jackhammering, breaking will not be allowed. Completed work shall be adequately patched and finished with non-shrinking grout to the satisfaction of the Architect. 6. Maximum misalignment of pipe into manholes shall be indicated on the Drawings. C. Connections to existing facilities 1. The Contractor shall make all required connections of the proposed sanitary sewer into existing sanitary sewer facilities,where and as shown on the Drawings. 2. Take care while making tap connections to prevent concrete or debris from entering existing piping or structure. SANITARY SEWAGE SERVICE 02730-6 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. shall have the letters"SEWER"cast into the cover. All covers shall be submitted to and approved by the local DPW. 2. Castings shall have a shop-applied coal-tar-pitch varnish coating, thoroughly covering all metal. H. Embedment Materials PVC pipe embedment materials shall conform to Class I or Class II embedment materials as defined in ASTM D 2321. PART 3-EXECUTION 3.01 INSTALLATION The Contractor shall install all sanitary sewer structures and pipe in the locations as shown on the Drawings and/or as approved by the Owner's Field Representative and in accordance with the local DPW Standards. A. Piping-PVC 1. Inspect piping before installation to detect apparent defects. 2. Mark defective materials with white paint and promptly remove from site. 3. PVC pipe installation shall conform to ASTM D2321. 4. Bottom of trench excavation shall be kept dry and free of water during pipe installation. Adequate measures shall be taken to prevent flotation of pipe in the trench. 5. Pipe shall be thoroughly cleaned before installation, and shall be maintained free from foreign matter during installation. 6. Each pipe length shall be installed to form a close joint with the next adjoining length and bring inverts of the required grade. 7. Piping shall be properly graded,free from pockets. 8. No pipe or fitting shall be permanently support on saddles, blocking or stones. 9. Where necessary, tight-fitting temporary wood bulkheads shall be employed to close ends of pipeline at end of each day's work. 10. Cleaning a. Clear interior of piping of dirt and other superfluous material as work progresses. b. Maintain swab or drag in line and pull past each joint as it is completed. SANITARY SEWAGE SERVICE 02730-5 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. c. Each section shall have no more than two lifting holes or cast-in lifting devices. d. Precast base shall be manufactured with wall openings to receive the ends of pipes which are to be connected to structure. e. Pipe openings in base shall be minimum size required to receive pipe, and shall be accurately set to conform to the required line and grade. 2. Pipe shall be joined to precast base using a seal as indicated on the Drawings or a seal approved by the local Department of Public Works. 3. Manholes shall have shaped brick inverts. 4. Manhole steps shall be polypropylene plastic reinforced with 3/8 in. diameter steel rod, as manufactured by M.A. Industries, Inc. Peachtree City, GA 30269, or approved equal. a. Steps shall be drop-front anti-skid design, 12 in wide. Projection of front edge of step shall be greater than or equal to 5 in.from manhole wall. b. Steps shall embedded 4 in. into manhole wall. c. Steps in precast sections shall be embedded at time of casting. 5. Manholes shall be designed to safely withstand an AASHTO H-20 loading, as specified in the AASHTO Specifications. D. Brick 1. Brick for support of cast iron cover and frame shall meet the physical requirements of MDPW Specifications Section M4.05.2. 2. Brick for sewer manhole invert channel shall conform to MDPW Specifications Section M4.05.2. E. Mortar Mortar shall conform to MDPW Specifications Section M4.02.15. F. Grout Grout shall be a nonshrink cement-based type, such as Master Builders Company "Embeco", or U.S.Grout Corporation "Five Star Grout". G. Castings 1. Manhole frames and covers shall be cast iron conforming to MDPW Specifications Section M8.03.0 and MDPW Construction Standard Drawings 202.6.0, 202.7.0 and 202.8.0. Frames may be Type A or Type B. Covers SANITARY SEWAGE SERVICE 02730-4 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 2.01 MATERIALS The materials to be used in the construction shall be those indicated on the Drawings and specified herein. A. Identification 1. Provide underground-type plastic line markers, manufacturer's standard permanent, bright-colored, continuous-printed plastic tape, intended for direct- burial service. 2. Size: Min. 6 in wide x 4 mils thick 3. Provide green tape with black printing reading "CAUTION SEWER LINE BURIED BELOW". 4. During backfilling/top-soiling of sanitary sewage systems, install continuous underground-type plastic line marker, located directly over buried line at 6 in. to 8 in. below finished grade. B. Polyvinyl Chloride (PVC)Pipe 1. Polyvinyl Chloride(PVC) nonpressure pipe for gravity sewers shall conform to ASTM D 3034, SDR35 minimum wall thickness. 2. Pipe shall be bell-and-spigot in standard lengths of 12'-6". 3. Bell end shall be an integral wall section with solid cross section rubber ring, factory assembled. 4. Spigot end shall be beveled to ensure proper insertion. Spigot end shall be imprinted with an "assemble stripe",to which the bell end of the mated pipe will extend upon proper jointing of the two pipes. 5. Rubber rings shall conform to ASTM D3212. 6. Pipe ends shall permit checking of the rings with a feeler gage to ensure their proper location in the coupling grooves. 7. PVC fittings shall be bell-and-spigot type, compatible with the pipe. C. Sanitary Manholes 1. Precast concrete manholes shall conform to local DPW Standards and shall be similar to those manufactured by Nashua Precast Corp.or approved equal. a. Sections shall have tongue and groove joints. b. Joints between sections shall be made with preformed rubber gaskets conforming to ASTM C433. SANITARY SEWAGE SERVICE 02730- 3 I Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 1.05 QUALITY ASSURANCE A. Codes and Standards 1. American Association of State Highway and Transportation Officials (AASHTO): Standard Specifications for Highway Bridges 2. American Society for Testing and Materials: Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets C433 Underground Installation of Flexible Thermoplastic Sewer Pipe D3231 Type PSM Polyvinyl Chloride(PVC)Sewer Pipe and Fittings D3034 Joints for Drain and Sewer and Plastic Pipes Using Flexible Elastomeric Seals D3212 3. Commonwealth of Massachusetts Highway Departmetn (MHD or MDPW): Standard Specifications for Highways and Bridges 4. Local Municipal Requirements a. The Contractor shall notify the local DPW prior to installation. All work and materials shall be subject to the approval of the local DPW. B. Permits The Contractor shall pay for all permits and licenses as required. C. Inspection 1. All sanitary sewer System installation shall be inspected and approved by the local DPW. The Contractor shall be responsible for making all arrangements with the DPW and paying all fees associated with the Sanitary Sewerage System installation. 2. The Contractor shall have the new pipe system televised and supply a certified video tape to the local DPW. Arrangements shall be made with the City prior to performing the TV inspection, so the DPW personnel can witness the taping process. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's technical product data and installation instructions for sanitary sewage system materials and products. B. Shop Drawings: Submit shop drawings for sanitary sewage systems, and maintenance data. C. Record Drawings: Submit record drawings at Project Closeout. PART 2- PRODUCTS SANITARY SEWAGE SERVICE 02730-2 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. SECTION 02730 SANITARY SEWAGE SYSTEM PART 1 -GENERAL 1.01 CONTRACT PROVISIONS INCORPORATED BY REFERENCE The General Provisions of the Contract, including the General and Supplementary Conditions and Division 1, apply to the work specified in this Section. 1.02 ITEMS REQUIRED BUT NOT SPECIFIED If an item or material of this trade is indicated in the Drawings but not specifically listed in this Section, provide such item or material at a standard of quality equal to the standard established for the balance of the Work specified, in accordance with the Architect's interpretation. 1.03 EXECUTION, CORRELATION AND INTENT In case of an inconsistency between Drawings and Specifications, or within either Document not clarified by addendum,the better quality or greater quantity of Work shall be provided, in accordance with the Architect's interpretation. 1.04 DESCRIPTION A. Work under this Section of the Specifications shall consist of providing all labor, materials and equipment necessary and required to install exterior sanitary sewer system beginning at a point 10 feet outside of building foundation, in accordance with the Contract Documents. This work shall include but not be limited to: 1. Installation of sanitary sewers consisting of manholes, pipe and all necessary and required accessory items and operations including service connections to each building. 2. Pay costs and fees related to connecting sanitary sewerage system to existing services. File applications, details, and drawings required by the local authority having jurisdiction. 3. Alteration, reconstruction and/or relocation of existing sanitary sewer facilities as required. 4. Installation of sanitary sewer facilities with the Public R.O.W. and/or easements, including connections to existing sanitary sewer facilities. B. Related Work Described Elsewhere Excavating, Filling and Grading Section 02200 SANITARY SEWAGE SERVICE 02730- I Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. A. The Contractor shall disinfect the lines and tank carrying potable water. The work shall be performed in accordance with the requirements of the City DPW Standards. Test results shall be sent to the Engineer and local DPW. B. The Contractor shall furnish all equipment and materials necessary to do the work of disinfection, and shall perform the work in accordance with procedure outlined in the latest edition of ANSI/AWWA C651 except as otherwise specified herein. C. The dosage shall be such so as to produce a chlorine concentration of no less than 25 ppm (mg/I)after a contact period of not less than 24 hours. D. After treatment,the pipeline shall be flushed with clean water until the residual chlorine content does not exceed 1.0 ppm (mg/I). E. After flushing samples shall be collected as per Town DPW standards. F. During the disinfection period, care shall be exercised to prevent contamination of water in existing mains. G. The Contractor shall dispose of the water used in disinfecting and flushing in an acceptable manner. H. Any temporary connections required for disinfection shall be installed and subsequently properly abandoned at the Contractor's expense. END OF SECTION WATER DISTRIBUTION SYSTEM 02666-8 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 4. Unless it has already been done,the section of pipe to be tested shall be filled with water of approved quality, and all air shall be expelled from the pipe. If hydrants or blow-offs are not available at high points for releasing air, make necessary excavations, do backfilling and make taps at such points. Plug holes after completion of the test. 5. The section under test shall be maintained full of water for a period of 24 hours prior to the combined pressure and leakage test being applied. 6. The meter and gage shall be installed and shall be kept in use during the test so that water entering water main under test will be measured and the pressure in the water main indicated. 7. The pressure test shall be made at 1.5 times the normal working water pressure (based on the elevation of the lowest point of the section under test), but not less than 150 PSI. If the Contractor cannot achieve the specified pressure and maintain it for the specified time,with no additional pumping, the section shall be considered as having failed to pass the test. 8. Following a successful pressure test, or concurrently with test, make a leakage test by metering the flow of water into the pipe while maintaining in the water main and pressure equal to the specified test pressure. If the average leakage during the period exceeds specified the rate of gallons per hour, the section shall be considered as having failed the leakage test. 9. If the section shall fail to pass the pressure test,the leakage test, or both, locate, uncover, and repair or replace defective pipes,fittings, or joints,without extension of time for completion of work. Additional tests and repairs shall be made until the section passes the specified tests. 10. All joints within vaults shall have no visible leakage. Joints from which water continues to run or squirt in an active manner will not be accepted. 11. Upon successful completion of the tests, plugs or caps installed for the testing shall be removed. 12. If, in the judgment of the Engineer, it is impractical to follow the foregoing procedure exactly for any reasons, modifications in the procedure shall be submitted for approval and be made as approved and accepted, but in any event the Contractor shall be responsible for tightness of the line within the above leakage and pressure requirements. E. Before submitting system for final approval of the authorities having jurisdiction, submit to the Engineer a written statement that work has been completed in accordance with the Contract Documents and signed by the Contractor's Superintendent. F. Promptly following satisfactory completion of leakage testing, a report fully describing test procedure and listing test results shall be submitted to the Engineer and to governmental agencies having jurisdiction.The report shall be signed by the Contractor's superintendent. G. The contractor shall be required to conduct test in accordance with NFPA 24 for all underground piping associated with fire protection. 3.05 DISINFECTION WATER DISTRIBUTION SYSTEM 02666-7 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. A. Prior to the installation of sleeve-type couplings,the pipe ends shall be cleaned thoroughly for a distance of 8 in. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order,shall be slipped over each pipe to a distance of about 6 in.from the end, and the middle ring shall be placed on the already laid pipe and until it is properly centered over the joint.The other pipe end shall be inserted into the middle ring and brought to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flares. B. After the bolts have been inserted and all nuts have been made up fingertight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint, preferable by use of a torque wrench of the appropriate size and torque for the bolts. C. The correct torque as indicated by a torque wrench shall not exceed the sleeve manufacturers recommendations. D. An approved tar coating shall be applied on the entire outer surface of such couplings, including bolts,following installation. 3.04 TESTING A. All portions of the water system installed shall be hydrostatically tested for leakage. B. General Test Requirements 1. Piping shall be adequately restrained against movement before testing. Pressure line shall have thrust blocks installed and the concrete shall have attained full design strength before test pressure is applied to the line. 2. Piping system shall be flushed clean, and sediment, scale, dirt, and debris removed before piping is tested. 3. Adequate provision shall be made for carrying off flushing without causing erosion or other damage. 4. Piping shall be tested before joints are concealed or made inaccessible. 5. Tests shall be made in the presence of an inspector of the authority having jurisdiction and in accordance with the DPW Standards. C. Notice of tests shall be made in writing to the Engineer and the DPW and Water Department, and received by them at least five days before the date of test. D. Hydrostatic and Leakage Tests 1. Testing shall be in accordance with AWWA Standard C600, Section 4,and at test pressure indicated in the DPW Standards. 2. Pressure pipe shall be given combined hydrostatic and leakage tests in sections of acceptable length as the Engineer shall direct. 3. Furnish and install suitable temporary testing plugs or caps; all necessary pressure pumps, pipe connections, meters, gages, and other necessary equipment; and all labor required. WATER DISTRIBUTION SYSTEM 02666-6 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. B. Ductile iron pipe fittings shall be installed in accordance with the DPW Standards. 1. Bottom of trench excavation shall be kept dry and free of water during pipe installation. Adequate measures including de-watering as required shall be taken to prevent flotation of pipe in the trench. 2. Each pipe length shall be installed to form a close joint with the next adjoining length and bring inverts to the required grade. 3. Each pipe length shall have a firm bearing along its entire length. No pipe or fitting shall be permanently supported on saddles, blocking, or stones. 4. Where indicated, new system shall be connected to existing Municipal Water Distribution System in accordance with the City Requirements. C. Pipe shall be thoroughly cleaned before installation, and shall be maintained free from foreign matter during installation. 1. Where necessary, tight-fitting temporary wood bulkheads shall be employed to close ends of pipeline at end of each day's work. 2. Entire length of pipe shall be thoroughly flushed clean following completion of backfill. D. In any pipe showing a distinct crack and in which it is believed there is no incipient fracture beyond the limits of the visible crack,the cracked portions, if so approved, may be cut off by and at the expense of the Contractor before the pipe is laid so that the pipe used will be perfectly sound. The cut shall be made in the sound portion at a point at lest 12 in. from the visible limits of the crack. 1. Except as otherwise approved, all cutting shall be done with a machine suitable for cutting ductile iron pipe. Hydraulic squeeze cutters are not acceptable for cutting ductile iron pipe. Travel type cutters and guillotine or rotary type abrasive saws may be used. All cut ends shall be examined for possible cracks caused by cutting. 2. The Contractor's attention is directed to the fact that damage to the lining of pipe or fittings will render them unfit for use; he shall use the utmost care in handling and installing lined and coated pipe and fittings to prevent damage. Protective guards shall not be removed until the pipe is to be installed. E. Concrete Thrust Blocks 1. Changes in direction, both vertical and horizontal shall be braced with concrete thrust blocks. 2. Where pipe is being capped for future connection, cap shall be braced with concrete thrust block. 3. Concrete shall meet requirements of Section 03300, CAST-IN-PLACE CONCRETE. 4. Thrust block sizing and installation shall be in accordance with DPW Standards. 3.03 ASSEMBLING SLEEVE-TYPE COUPLINGS WATER DISTRIBUTION SYSTEM 02666- 5 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 4. Inside diameter of box shall be at least 5 1/4 inch and length of box shall be as required to suit finish ground elevation. 5. Box cover shall be close fitting and substantially dirt-tight. Top of cover shall be flush with top of box rim. Cover shall have a word"WATER" cast into top. 6. Box shall be equal to that as manufactured by the Tyler Corporation. C. For valves installed with depth of cover substantially greater than that specified, extensions, including centering spacers, shall be added to the operation nut assembly to raise the operating nut to a depth below grade equal to that with the normal required depth of cover. 2.03 FIRE HYDRANTS A. Hydrant shall conform to AWWA C502 and local governmental authorities having jurisdiction. Hydrant shall be positive automatic drain type to prevent freezing, and shall have one 4 1/2 inch pumper and two 2 1/2 inch hose connections, National Standard Threads. Main valve opening shall be 5 1/4 in. and valve shall open to left (counterclockwise). Inlet connection shall be 6 in., mechanical joint. Operating nut shall be pentagonal, 1 5/8 inches point to flat and open left(counterclockwise). Hydrants shall be painted in accordance with the City specifications. B. Hydrant shall be City Standard Model or Model K81 A Guardian manufactured by Kennedy Valve Co., and shall be approved by the City Water Department. PART 3-EXECUTION 3.01 SURFACE CONDITIONS A. Inspection 1. Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that water utilities may be installed in strict accordance with all pertinent codes and regulations,the original design,the referenced standards, and the manufacturer's recommendations. B. Discrepancies 1. In the event of discrepancy, immediately notify the Engineer. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved. 3.02 PIPE INSTALLATION A. Piping shall be installed as indicated on the Drawings and in accordance with the referenced DPW Standards. Where exact locating dimensions of piping are not indicated on the Drawings,the Engineer's approval shall be obtained for proposed locations. WATER DISTRIBUTION SYSTEM 02666-4 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. A. Ductile iron pipe shall be furnished and installed in sizes as shown on the drawings and in accordance with the latest ANSI Standards'Designations A21.50(AWWA C150)for "Ductile Iron Pipe Centrifugally Cast in Metal Molds of Sand-Lines Molds for Water or Other Liquids." Unless otherwise indicated or specified,ductile iron pipe shall be at least thickness Class 52. 1. DI pipe shall be push-on joint type except as otherwise indicated or specified. 2. CI or DI fittings shall conform to ASA/AWWA A21.10/C100 or ANSI/AWWA A21.10/C110 respectfully, and shall be of a pressure classification at least equal to that of the pipe with which they are used. 3. Gaskets shall conform to ANSI/AWWA A21.11/C11. 4. Inside of pipe and fittings shall be given a cement lining 1/8 inch minimum thickness on pipe 12 inches and smaller in accordance with ANSI/AWWA A21.4/C104. The outside of the pipe and fittings shall be coated with a standard bituminous coating conforming to ANSI/AWWA A21.6/C106. 5. Pipe for use with sleeve-type couplings shall be as specified above except that the ends shall be plain (without bells or beads). The ends shall be cast or machined at right angles to the axis. B. Sleeve-type couplings shall be cast iron and shall be Dresser style. 1. To ensure correct fitting of pipe and couplings, sleeve-type couplings and accessories shall be furnished by the supplier of the pipe and shall be of a pressure rating at least equal to that of the pipeline in which they are to be installed. 2. Couplings shall be provided with epoxy coated steel bolts. 3. Outer surfaces of couplings including bolts and nuts shall be coated with an approved tar coating upon installation. 2.02 VALVES AND VALVE BOXES A. Gate valve shall be iron body, New York Style(Metropolitan Patter)conforming to AWWA C500. Gate Valve shall have mechanical joint ends, interior epoxy coated, 2 in. square operating nut.Valve shall open to right(clockwise). Gate valve shall be designed to be bottle-tight for a minimum working pressure of 200 lb. per sq. in. B. Each valve shall be provided with a valve box. Box shall be 2 pieces slip-style cast iron and shall be an adjustable telescoping, heavy pattern type. 1. Box shall be designed and constructed to prevent the direct transmission of traffic loads to the piping or valve. 2. Upper section of box shall have a flange with sufficient bearing area to prevent undue settlement. Lower section of box shall be designed to enclose the valve operating nut and stuffing box, and rest on the backfill. 3. Boxes shall be adjustable by 6 in. vertically without reduction of the lap between sections to less than 4 in. WATER DISTRIBUTION SYSTEM 02666-3 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. 3. All water distribution materials and installation shall conform to the requirements of the City Board of Health and Water department Standards. Should discrepancies exist between the City Standards and this Specification, the City Standards shall prevail. For materials or methods of installation not included in the City Standards, but specified herein,the Contractor shall submit this material or methodology to the City DPW for approval prior to purchase and/or execution. B. Inspection and Testing 1. Pipe and fittings shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. The Contractor shall furnish to the Engineer in duplicate sworn certificates of such tests. 2. The Owner reserves the right to have any or all pipe, fittings and special castings inspected and/or tested by an independent testing agency at either the manufacturer's plant or elsewhere. Such inspection and tests shall be at the Owner's expense. 3. Ductile iron pipe and fittings shall be subjected to a careful inspection and a hammer test just before being installed. 1.05 SUBMITTALS A. Materials List After the award of the Contract and before any water system materials are delivered to the job site,submit to the Engineer,a complete list of materials proposed to be furnished and installed. 1. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish the manufacturers' recommendations as to method of installation. 2. Upon approval of the Engineer,the manufacturers' recommendations shall become the basis for acceptance or rejection of actual methods of installation used in the work. 3. Do not permit any water system component to be brought onto the job site until it has been approved by the Engineer. B. Record Drawings 1. During the course of installation, carefully shown in red line on a print of the utility plan all changes made to the water system during installation. 2. Upon completion of the water system installation, these marked plans shall be supplied to the Engineer. PART 2-PRODUCTS 2.01 PIPE WATER DISTRIBUTION SYSTEM 02666-2 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. SECTION 02666 WATER DISTRIBUTION SYSTEM PART 1 -GENERAL 1.01 RELATED DOCUMENTS All of the Contract Documents, including the General and Supplementary Conditions, Division 1 General Requirements, apply to the work specified in this Section. 1.02 DESCRIPTION OF WORK A. Work under this Section of the Specifications shall consist of providing all labor, materials and equipment necessary and required to install all of the water distribution and service facilities to a point 10 feet outside the building foundation wall,in accordance with Contract Documents. This work shall include but not be limited to: 1. Installation of water distribution system consisting of excavation, piping,valves and boxes, pipe fittings,thrust blocks, vaults and all necessary and required accessory items and operations including sheeting, bracing, pumping and coordination with interior plumbing and electrical contractors. 2. Furnishing and installation of building water services. 3. Testing and disinfection. 4. Installation of water lines within the Public R.O.W. and/or Easements, including connections to existing water supply facilities. 5. The Contractor shall pay for all costs and fees related to connecting water system to existing services and shall file all applications, details, and drawings, required by the local authority having jurisdiction. 1.03 RELATED WORK DESCRIBED ELSEWHERE Earthwork Section 02200 Paving and Curbing Section 02600 1.04 QUALITY ASSURANCE A. City Requirements 1. The Contractor shall notify the City Board of Health and DPW sufficiently in advance of connecting new or relocated water services to existing water main. All work and materials shall be subject to approval of the City. 2. The Contractor shall be responsible for making all arrangements with the City and State personnel and paying all fees associated with the water system installation and testing. WATER DISTRIBUTION SYSTEM 02666- 1 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. SECTION 02150 EROSION AND SEDIMENT CONTROL PART 3-EXECUTION 3.05 NPDES CONSTRUCTION GENERAL PERMIT COMPLIANCE Contractor to comply with requirements for the federal EPA National Pollution Discharge Elimina- tion System (NPDES) General Permit for Storm Water Discharges from Construction Activities. Compliance by the contractor shall include,but is not limited to,the following: • Contractor shall prepare and submit the EPA Notice of Intent as required by provisions of the general permit. • Contractor shall develop, implement and maintain a Storm Water Pollution Prevention Plan (SWPPP)that adheres to the requirements contained in the general permit. • Contractor shall adhere to the permit requirements in regard to site inspections and record- keeping. • Contractor shall submit Notice of Termination documentation to the EPA at the end of the construction period. General information in regard to the Construction General Permit, as well as information relating to permit compliance, can be found at the NPDES web site(http://cfpub.epa.gov/npdes). A failure by the contractor to comply with provisions of the General Permit for Storm Water Discharges from Construction Activities in a timely manner shall not constitute grounds for an extension of the con- tract period. EROSION AND SEDIMENT CONTROL 02150- I Village at Hospital Hill—Phase I August 3 I,2004 Dietz&Company Architects, Inc. 4. For Unit Prices, include the following amounts to be added or deducted from the Base Bid once the final scope of work has been determined in the field. See Section 01270: UNIT PRICE DESCRIPTION DOLLARS IN WORDS DOLLARS ITEM A Masonry Rebuilding $ B Remove and replace damaged $ roof sheathing ADD OR C Remove and replace damaged DEDUCT $ wood flooring in South Home D Masonry Repointing $ 5. In submitting this bid, it is understood that the right is reserved by Hospital Hill LLC to reject any and all bids; and in the event the lowest responsible bid is too high to permit the award of a construction contract,and if a reduction in cost less than one half (1/2) percent of the low bid and less than one half (1/2) the difference between the low and next lowest bid would result in an acceptable award, and acceptable reductions in the work can be identified and monetized by Owner and Low-Bidder, a deductive change order reflecting such reductions may be proposed to the Low-Bidder for concurrent execution with the construction contract. 6. Attached to this Form of Bid is a detailed narrative describing the Bidder's plan for meeting the requirements of Section 13 of the Owner—Contractor Agreement. Specifically, this plan shall include the steps to be taken and resources to be provided to make 15% of employment opportunities generated as a result of the Project available to clients of the Department of Mental Health. 7. The undersigned certifies that he/she is duly authorized to bind the Bidder to the terms and conditions of this bid proposal. Date ,20 (Name of bidder) By Title Official address: (SIGN ORIGINAL ONLY) FORM OF BID Page 2 of 2 Village at Hospital Hill—Phase I August 3I,2004 Dietz&Company Architects, Inc. FORM OF BID-REVISED TO: Hospital Hill LLC do The Community Builders, Inc. 322 Main Street Springfield, MA 01 105 BID FOR: Village at Hospital Hill- Phase I Northampton, MA BIDDER: Name of Bidder Address City, State and Zip Gentlemen: I. The undersigned being familiar with the local conditions affecting the cost of work, and with the bid package (including Invitation for Bids, Instruction to Bidders, this Bid Form, Form of Contract, General Conditions, Supplemental Conditions,Technical Specifications and Drawings) and Addenda thereto, as prepared by Dietz & Company Architects, Inc.and on file at the Office of Dietz&Company Architects, Inc.,hereby proposes to furnish all labor, materials, equipment and services required to construct and complete the project, as described in the Invitation for Bids (including the contents of all documents on file), all in accordance therewith for the Base Bid price of: ($ ). (Dollars in words) 2. For the Alternates,ADD OR DEDUCT the following amounts from the Base Bid: ALTERNATE DESCRIPTION ADD OR DOLLARS IN WORDS DOLLARS NO. DEDUCT One Trench Basement Slab in DEDUCT $ South Home in lieu of new slab. Two Remove and Replace ADD $ basement slab in Nurse's Home. Three Provide floor drains with ADD $ trap primers at every washer/dryer closet in South Home. Four Provide VCT with accent DEDUCT $ border color in all common corridors, in lieu of carpet. Five Delete dishwashers and all DEDUCT associated plumbing and electric. Add base cabinet. 3. This Bid includes Addenda numbers: FORM OF BID Page I of 2 COMMONS TO NEXT APT. RINGER TO NEXT APT, MtnANT_ PANEL 20G1 ! TWISTED _ PA%R 0 G 5 APT, FAI,IEL u • • Q 200 1 • T.P. �- LoBBY 1 -,—LObi,Y2 5020 ACACO C I. SC0505 Pt.LCLL6j5C05USLLLCBL CONTROL 16 vAC rQ� 00� 0 �© � � � 00 � 0 � � 00 UNIT CLA73 7 to O (floe f TAANSPOnsAC11 O 8011 )8 G�. r 1 ,17vAc. 8.109 3109 ° l f , 1 j ,/,11\^ A V 18UA. 13 L°. FRONT GA, LOBBY P EL REAR A T.P. LOBBY PANEt- k POSTAL OPTION �, o , 30015 o—. --r-- .----- - BUTT0$5 _ 3301 bill-TONS •. • 0 --&— -+ • 4 4 � .y...a... • • 0— i 0 CuSI g WIRING DIAGRAM - TALK-LISTEN INTERCOM 5. 5020 CONTROL - DUAL ENTRANCE 4 NOTES: 1. ALL COMMON WIRES 23 GA, UNLESS OTHERWISE NOTED, 0 2. RUN A.C. WIRING SEPERATE FROM INTERCOM WIRING. e 3. WIRE IN ACCORDANCE WITH N.E.C. FOR CLASS 2 SIGNAL. JERON ELECTRONIC SYSTEMS, INC. 3554 N. CLARK STREET CHICAGO, ILLINOIS 60857 312-628-4020 a 1 a D I E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE: 20144-SKE-001 SOUTH HOME °� "" RENOVATION By Die rigln200M1 WIRING .v. .. iii BY Rights 8ese Architects.Inc ...:-��' All wght:Reserves. DIAGRAM ''''.4 8 - T-'�' NORTHAMPTON,MASSACHUSETTS A;-' >. CO 17 HAMPDEN ST DRAWING REFERENCE ,t '� W_ SPRINGFIELD.MA SKE 00 �� Architects 01103 08/31/2004 ADDENDUM#1 �o c 413 733-6798 RK DATE DESCRIPTION ta1"Ku INCORPORATED ( ) DOOR STYLE SCHEDULE (NURSES' HOME) r \ , r \ / \ \ , \ " / I \ I 4 10 DOOR STYLE SCHEDULE (SOUTH HOME) S. I \ / 3 4 D I E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE:20 I 44-SKA-01( DOOR ....::.. °Copyright 2004 STYLES By Diem 8 Co.Architects.Inc ,<4 meow RENOVATION All Rights Reserved. 8 o ....:.. NORTHAMPTON MASSACHUSETTS CO 17 HAMPDEN ST DRAWING REFERENCE SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#1 I A-520-BI S KA_ 0 -R-: Architects 01103 d° a INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-520-B2 tr k217"-.315",1 CO cp I tD CO V CONTOUR MUNTIN BAR ALUMINUM: COLOR—IN'ANODIZED (WHITE) s Li E S g s NOTE: THIS IS THE MUN11N PROFILE FOR ALL OF THE VINYL WINDOWS IN THE SOUTH HOME AND NURSES' HOME BUILDINGS. a DI E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CADFILE:20144SKA-009 VINYL •€- ° ue OCopyrigh[2D04 WINDOW 3 :,::::: By Dieu 8 Co.Architects.Inc _� *mowaeg" ••• RENOVATION An Rights Reserved. MUNTIN i .84 o ••••`e• NORTHAMPTON,MASSACHUSETTS '41".'1-''' C 0 17HAMPDENST DRAWING REFERENCE: k._ SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#1 A-510-B1 SK1 09 °_' Architects 01103 '� a'ug 2 2 a INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-510-B2 07920-02 4 INTERIOR SEALANT A 06100-92 ■ , PT WOOD BLOCKING Al• In 06100-39 •*`4MN��"I ��ia _ C PT PLYWOOD (3/41 i ■ I 07920-01 EXTERIOR SEALANT - 08410-01 ALUMINUM STOREFRONT /\ SYSTEM (WINDOW) V \ (@ ISTFLADDITION) O HEAD DETAIL (IAMB SIM) 08410-01 ALUMINUM STOREFRONT n ��7T-1 SYSTEM (WINDOW) "'T 07920-01 elo mmoNsmi-rlikir �.. EXTERIOR SE AL ANT ��' _ � , 03450-01�j ' PRECAST SILL �� 06100-39 �� PT PLYWOOD (3/4") �� `�� 06100-92 11E1 PT WOOD BLOCKING �� 07920-02 s : INTERIOR SEALANT 06200-12 a I.■.-_� WINDOW SILL a 06100-19 .s (@ 1ST FLOOR ADDITION) WOOD BLOCKING .4 O SILL DETAIL 06200-10 2 3' o" i WINDOW APRON a D I E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE 20144-SKA-008 NURSES'HOME s o I&C.An ALUMINUM L�' ' :Ill By Dea 8 Co.Animas,Inc ,A ••• RENOVATION All Thu%served. STOREFRONT WIN. 3 =at_ :•••tc• '• NORTHAMPTON,MASSACHUSETTS �a o C O 17 HAMPDEN ST DRAWING REFERENCE: fella: PRINGFIELD,MA Q Wo 0 _ Arc 08/31/2004 ADDENDUM#I A-511-BI SKA 08 o hitects of 103 s88°°° INCORPORATED (413)733-6798 RK DATE DESCRIPTION p UNIT LAUNDRY CLOSET ,[tt tttt[[ (2 . amme... • VCT FLOORING SEALANT BED VINYL BASE OAK THRESHOLD (6" WIDE) W/URETHANE FINISH DOOR r D I E T Z PROJECT NO: 20144 SHEET TITLE • VILLAGE AT HOSPITAL HILL - PHASE ONE CADFILE:20144-SKA•00- SOUTH HOME '°°' RENOVATION OCietz&Co.Ar SECTION @ .Y •..,'w ... By Dietz 8 Co.Architects.Inc NORTHAMPTON.MASSACHUSETTS AII Rights Reserved. UNIT LAUNDRY �`�$3= •••• _ CO 17 HAMPDEN ST DRAWING REFERENCE. ('�', A ? F SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#I A-101-B2& S K L� 07 Architects of l03 ��I VVV ��` � °�°�d INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-120-B2 1\11 FLASHING 7/ L 11.7 2X4 PT BLOCKING . p;; �j r...'` V FIBER CEMENT PANEL N JJ: —'�� ;� 1"X11.25" FIBER CEMENT TRIM ... 1 ■�� 1'X5.5" FIBER CEMENT TRIM ES A Pr :::I (CHAMFER EDGES) :1: j 101111111111 1.• ■■■ / .e: iii 2X4 PT BLOCKING / � Ii:,- u �� FIBER CEMENT SOFFIT IIj=i ee?' �`�,I, y I FIBER CEMENT TRIM (1"X1") 1./„mil_ .., ��,. ii ft..1. 1 W ■■■ PT BLOCKING spillill FIBER CEMENT SOFFIT FIBER CEMENT TRIM (1X1 ) . OFIBER CEMENT BAND 2X4 PT BLOCKING BETWEEN 1-I12 =r-o° �® METAL FRAMING PORCH SOFFIT 1 SIII 0 .—.,,_o. 0 3' 6" l' FIBER CEMENT PANEL EEN/ 1"X11.25" FIBER CEMENT TRIM Z Si I (CHAMFER ALL 4 EDGES) — — 2 III! I- 2X4 PT BLOCKING I -1 .:i. Eirld iii i 1 -1 r = - mom II I NEN 0 FIBER CEMENT BAND ■''" �— t .1 r II II PT BLOCKING ,,1 t Eli :'I FIBER CEMENT SOFFIT FIBER CEMENT TRIM (1'X1) In 2X4 PT BLOCKING BETWEEN ° 4i :::j METAL FRAMING FIBER CEMENT TRIM (1'X2") O PORCH SOFFIT —fir-- ::: 4 x I .= 1.-0" 0 3" 6' , iii . 1'X5.5" FIBER CEMENT TRIM m (CHAMFER EDGES) i i ill NEE �� 1'X11.25" FIBER CEMENT TRIM ■■■� FIBER CEMENT PANEL i still ii iiri so 2X4 PT BLOCKING FI'ER CEMENT BAND O 5 NOTE: SEE WALL TYPES I-Ia'-I'-o° �® SHEET(S) FOR WALL CONSTRUCTION. a_ PROJECT NO: 20144 SHEET TITLE = D I ETZ VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE:201 44-SKA-00! NURSES'HOME °� s •e•e. •••' RENOVATION oCietz8,t Co. r ADDITION i C ••• ••• By Dietz 8 .Architetts,Inc Er All Right,Reserved. DETAILS i .,z - •••• - NORTHAMPTON.MASSACHUSETTS §1----.F.r C 0 I7 HAMPDEN ST DRAWING REFERENCE. ��////�� SPRINGFIELD.MA A-461-BI S fah 06 -La'� Q 08/31/2004 ADDENDUM#I W�__= Architects 01103 'g,,d i INCORPORATED (413)733-6798 RK DATE DESCRIPTION i, EQUAL EQUAL —mot 3 1/2" < 2" RAILS < < < 1" BALUSTERS Z i M FF 3 1/2" N 3" NEWEL POSTS OTIP GUARDRAIL ELEVATION A = 0 T 6" 1' S rN R s i a NOTE: THESE ARE THE DIMENSIONS FOR ALL EXTERIOR GUARDRAILS AT BOTH THE SOUTH HOME AND NURSES' HOME. a A PROJECT NO: 20 144 SHEET TITLE D I E T Z" VILLAGE AT HOSPITAL HILL - PHASE ONE CADFILE:20144-SKA-00 €" o EXTERIOR RENOVATION o`ietz& 200' GUARDRAIL i C ••• "ill °Dies&Co.Architects,Inc • ::; All Rights Reserved. ELEVATION g •••••_• , NORTHAMPTON,MASSACHUSETTS a W. > C 0 17 HAMPDEN ST DRAWING REFERENCE VV^^ „Rs= SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#1 A-462-B1,441-BI & SIB 05 a.A.- Architects o1IO3 c,3?�a INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-441-B2 P , ,fin � U P. i o y 4f , 44 1 r t: r il :r a U/S OF EXISTING JOISTS s 3/4" FURRING CHANNELS 1/2" FIRE RATED GYPSUM WALL BOARD 7 BLOCKING I\1; —W12X35 (SEE STRUCTURAL DWGS) ' FRAMING 16" O.C. �C� ��i BLOCKING I AF+r 2T) „-,441-,,,.<.....o.-.R,.��..:.K..d»M....,_r 4 AFF (1ST FLR) �,y,,,�,, ,.,�,„,,_�. 1/2” FIRE RATED GYPSUM WALL BOARD • EL. +7'-2" 0 D ETAI L}(AT 6RST FLOOR) D ETAI L3(AT BASEMENT) ■ c';',U,'1,:,4,4',SK ' �1��W• U/S OF EXISTING JOISTS "\ 3/4" FURRING CHANNELS 5 1/2" FIRE RATED GYPSUM WALL BOARD BLOCKING P. = W12X35 (SEE STRUCTURAL DWGS) I I`�{_ FRAMING 16" O.C. AFF (esMN') •„„n,..,,,,,,, „t,..,,1.,,,U„�j BLOCKING •EL. +7-2' OD ETAIL,.(AT BASEMENT) 1/2” FIRE RATED GYPSUM WALL BOARD IIII Mil .1111 r-- ov.wAronsar, II II MI g er 1_11 „„,„„„„ 1 __ _,,, , ,,._ . i._ i r"...",",. 1 rw:,,, _Ar,„,__. ,r 3 =I-0„ 0 1` le �u G II , J il II OA I ST FL CEILING PLAN ILJI NTS MO MO g la © all © • — — • IIIII A. ° �s _�..�_�I 1 II B BSMT, CEILING PLAN NTS II . D I E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE:20144-SKA SOUTH HOME co ht 2004 BEAM/SOFFIT a l $ "II,7IIII/IIII By Diem 18 Co,Architects.Inc Y� ••• RENOVATION All Rights Reserved. DETAILS 8 NORTHAMPTON,MASSACHUSETTS �: ?. C O 17 HAMPDEN ST DRAWING REFERENCE' (�', A 04 RW SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#I A-70I-B2 AND S K L1 04 = Architects 01103 ��'VVV ��` 1 .6,8g,a INCORPORATED (413)733-6798 RK DATE DESCRIPTION ,A-30I-B2 08110-77 HOLLOW METAL FRAME SEALANT BLOCKING •11111111•1111111•1111111•••1111111111111111111111111111•111111•••••••••111111111111111 „Ali ■■■■■■•■■■uuRUR•••U■•uuUU•■■•UUU■t■■ _:�— Eo 11 in CD 4M l ksx MM1bg1 a irn s g k rTi '"*'�5, i'1'�TF 1 t ; r x▪ F ?,t It I x`14, ��'�+ti, t,,.6 e,�. 1-• vie , t;;17,40.1-:,'4`140, SEALANT a 1 x r - y • ,n i r a ',''' EXTERIOR TRIM ' k • , op, PAINTED SEALANT JAMB DETAIL (HEAD SIM.) SEE WALL TYPES FOR WALL AT WOOD WALL CONSTRUCTION O 3._I0 g 8 R 8 I E B a D I E T Z PROJECT NO: 20f 44 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE PROFITNO:a-0144 SOUTH HOME °• RENOVATION °`°Py"x'2001 AMB DETAIL =4 ••• ••• By Diea&co Nchitern.inc Ivx ...- M rqh. Reserved. @a WOOD WALL z48�= •••• _ NORTHAMPTON,MASSACHUSETTS `<� :.3a >. C 17{iP.MPDEN ST DRAWING REFERENCE _Iv o G= SPRINGFIELD,MA A A-520-B2 S KA– 0 3 Architects 01103 08/31/2004 ADDENDUM#1 n d S a INCORPORATED (413)733-6798 RK DATE DESCRIPTION 06100-46 PT NAILER 06100-46 ! ;" (3/4") PT NAILER 111111• c 07460-01 34" I ( / ) ! FIBER CEMENT PANEL r � 1 ■ 06200-28 r , COMPOSITE TRIM r (5/4") i 05500-01 I ! i ■ $ • METAL COLUMN , (4" X 4" OUTSIDE DIMENSION) r i Iii 07920-EXTERIOR ALANT AND BACKER; � SEE STRUCTURAL DRAWINGS ,�.��/,j,,,/,/,/,/jj„�„' FOR ALL CONNECTIONS r COLUMN DETAIL ��-I 1( _ ..,,,, 1 :,17-7, !,ir"t l JiRi w v 0 III IN 1 o inolis Ii 8 I 'I11:1111 1 I jIj4LJ __ z COLUMN LABELS NOT TO SCALE a = D I E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CADFILE:20144-SKA-00: NURSES'HOME 1 z ”"' '",' RENOVATION °`lets&Co.Ar COLUMN DETAIL �,� �� °Dien ig Co.Architects.Inc r::,:'' All Rights Reserved. 3 8 = O°`-'� • , NORTHAMPTON,MASSACHUSETTS j r a C Q 17 HAMPDEN ST DRAWING REFERENCE `5 o 3 SPRINGFIELD,MA A-460-B I S�— 0 2 �� 1 Architects 01103 08/31/2004 ADDENDUM#I %09 s INCORPORATED (413)733-6798 RK DATE DESCRIPTION ■ XI / trwMCI;f:"S II® 40+iMrleC0:3170 101x0 1:00=7:0020 01 r, . ■ 0, / ,, —_ _ U/S OF SOFFIT (4+ 7'-2" A.F.F. �O C U/S OF SOFFIT r> V O i ® 7'-0" A.F.F. 01 I 5 1 1 63 I I 11 Iri O FLOOR PLAN - UNIT 2080 CLG. PLAN - UNIT 208 SOFFIT SOFFIT SOFFIT IIIMIIIMIIIIIIIII.Ws11330 ■ 1,30.3L1 ,• JwiS �(t130 1, t, 7:4' / V / 1 t /'/ I i i p j s /'I 1 o I I` 't II I iliii \''ttjj`` • I I dE EILV ' 08 18 836 S C"— E SIDE OUNIT 208 SPLASH UNIT 208 I/4..=I'0, 0 r 2' a I/4"= I'-0" o t 2 a_ ' D I E T Z PROJECT NO: 20144 SHEET TITLE s VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE:20144-SKA-00 NURSES'HOME " RENOVATION By g"to°Ar` NIT 208 -'y _ ••• O Diet:$Co.Architects.Inc IrK All Rtghts Reserved. KITCHEN z 8 1= •••• - NORTHAMPTON,MASSACHUSETTS ~ yP r CO 17 HAMPDEN ST DRAWING REFERENCE' -R ?a SPRINGFIELD MA a,1Architects 01 103 DA 08/31/2004 ADDENDUM#I A-120-BI/A-720-B P J K A _ 0 I ,1 2 2 i INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-431-BI P • W8 FR y EARFPL CONNECTOR EA. SIDE illM I I I, TS4X4 COLUMN (SEE PLAN) 1/4 W// MP 374"1/A325 l 0 TS 3 CAP PT IATF DETATL •461 1" = i' x g 8 s i s B E .s a PROJECT N0: 20144 SHEET TITLE D I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE CADFILE:20144-SKS-002 NURSES'HOME €" a oc°pyrieht2oa CAP PLATE t�' s .. By Die¢&Co.Architects.Inc ti� ••. RENOVATION An fights Reserved. DETAIL 3 W 8 - ••••'! .• NORTHAMPTON.MASSACHUSETTS y{3 a z. C 0 17 HAMPDEN ST DRAWING REFERENCE: SPRINGFIELD.MA S-460-81 S KS 02 �pP I Architects 01103 08/31/2004 ADDENDUM#I S 3 s 2 a INCORPORATED (413)733-6798 RK DATE DESCRIPTION i6 4"NEW PLY. ATE16kc GLUED SHTTHGA&KNALSNEW ® EXISTING STAIR OPENIN . SHTHG TIN ILL D & TO EXIST. CONC. FRMG. EXIST. LANDING ® STAIR FLOOR F AMING )../.\ : < I I Q a ° jrc . . L• A G d a I I ADD 2X6 N _4ILEF ° .. T oX ' . • • • • 4D' I�L EXIST. MAS TEARING • C WALLS AT STAIRS LTS ® pp & BOLTED H XI$,,T MAS. gSYSTEM"HYIL2IQp,H ANCHORS ® 12 OC ® WALL BEYOND SUPPORTING NEW JOISTS 2 ■REVTSFTD SECTTO \ 130 r = 1' g E. i s d E E E 8 I I' D I E T Z PROJECT NO: 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CADFILE:20144-SKS-001 SOUTH HOME "s .: .. By Dieu& 2oa SECTION @ °'•" ' RENOVATION By Dieu 8 Co.Architects,Inc `4 '"" s� BATH IN STAIR All w deserved. 3 8 u•-.% '•••:e.' NORTHAMPTON,MASSACHUSETTS ?=aR C O DRAWING REFERENCE = 17 HAMPDEN ST SPRINGFIELD,MA S-130-B2 SKS 0 I o G Q 08/31/2004 ADDENDUM#1 W: , Architects 01103 9,g,a INCORPORATED (413)733-6798 RK DATE DESCRIPTION • ry IIIW FOOTING DRAIN, I T . . See 1 /L10 NEW 8" D.I PLANTER DRAI WATER SER 1"1111111111 • . See 1 /S3 1 ki .. k . . , . 21 1 .1 9 A FOOTING NOUT DI • CLE , See 2/L1 0 ii. • 15" DRAIN • lir •"'"" R=205.50 a . a a See 5/L10 :SAN. S . (-,pz. %CLEAN 0 UT SCALE 1"=20' r!!.r7 777 ..:,....; . .... PLANTER ....,-. .! SEE ARCH DRAWINGS I' 4..: \IIII=IiiiiI=11111=\\III=\lil-='::;.::.:. ':".1•:....' ":5----11111=-1-11111- 11111- --11111=-. 1111 i:.'::,(... ACCESSIBLE RAMP ::... : \i111. 11111-7-1------411---- Apr . .. SEE ARCH DRAWINGS :...;:.: ltil_11111_11111_11111 .:;74r .:....;..;, NIFT----_ ..•:..:'.i ...• A... ....... .• ... '...!.,...1.... :::::•.!. ..!:;...::. sr...., , .. ..,::-.. ...„..• ,........ FILTER FABRIC ':-...:.:. •:7.::;- .;.•..:.-.. 3/4" COARSE GRAVEL 07.140t . ,....:. 6" PERF. PVC PIPE Ni17-----1 I 72.1. --.T. .011 _:=_1111 TIE INTO PROPOSED '-:.'!:-.: --==- - Fell0:4--==Ili 11------::'.:.-i':,. FOOTING DRAIN SEE PLAN C1 Planter Drain s3 Not to Scale DIETZ Rum% mm SNEETDM VILLAGE AT HOSPITAL HILL—PHASE ONE CAD FILE: HOWGNAME Nagy Nan 01 2"479aiiii RENOVATION ow„-m Ew............J.c. FEEIL:, Wit C 0 17 HAMPDEN Si 8/3154 ADDENDUM#1 DRAWING REFERENCE. 1! Architects SPRINGFIELD.MA 1311D3 L-102 SKL-03 r. INCORPORATED 1413)73167BD DATE DESCRIPTION .t. , . BITUMINOUS CONCRETE CURB TYPE 2, MHD STANDARD BITUMINOUS CONCRETE WEARING COURSE MHD STANDARD CLASS I. TYPE 1-i BITUMINOUS CONCRETE BINDER COURSE MHD STANDARD CLASS I, TYPE 1-1 COMPACTED GRAVEL BASE COURSE, 95% MIN. DENSITY r 6" eummommmummunnomonnummursouninrwom CD — c7.0 — 0/ • r, Il- i' (---'),.:, c ) c 9 o =_--1111 ----,ir\--,' .---, 60--1_ ) c, (--)c) -'-'--)c,0 \\111------___ 11111 —11111 —11111 —11111 —11111 —1111I —11111 —11111-_---=11111 UNDISTURBED OR COMPACTED SUBGRADE 1 il DIETZ PROJECI Ha 20144 SHED TIRE VILLAGE AT HOSPITAL Hill-PHASE ONE CADRE gg OwGIONE 0 Cooyn9,31°' Ilit.Cerc.Curi Oa 1:::::7122E1 RENOVATION By Dietz&Co Architects.Inc /I NI.Rau el ed 1 61 ••••■11.1r INNEN: 11112 $4111V5 11‘‘ C 0 17 HAMPDEN ST 8/1/04 ADDENDUM#1 ORAwiNC REFERENCE SPRDIGHELO ma SKL02 11!!1 Architects n1103 L- - 1 02 r. INCORPORATED 141317n-679B GAIE DESCRIPTION , , a N g w LJJ —I C21 � p n pCC LJJIJ-I = O — CC w � J � Ug L- O Q p 0 < 0 z Q I- O N N as CC � = OLD > M Z O J 5 Z Z Z <A a )— Z w a J < a z ° 0 0o w < cDa m - U < U CCa]] C17 p zOw0 U Zd - ZODCC No w0- Li Z < 2w L N , - C~j Q o 0 C, N Z Z t`.l Q Z 0- O> = a o w m = m a Li 1 O p C.J Z III 0 0 w O =III z IIII _— II • I / //. / .' • /..,, ,,. .. •• _ /\�j�// r ,,. . ....• \,-1,,-. .: .- • ,. , 4' .... .. :: •. \ \� \\ 1111= \ , —=III fØ, /` IIII = \ j %.:. . 111'—= 1\ /\ /' / _-IIII= i — I\ -- III=III =1111 III -11►i \KY\ \N>\ N \ _ \ \ \ Z_ M v= N 0 M D I E T Z CAD FILE NO, 20144 SHEET TITLE 11 w tp VILLAGE AT HOSPITAL HILL-PHASE ONE CAD FILE: C?OWGNNf oudaaEtoEE� •�...�� RENOVATION ey Dietz 6 Co Architects,Inc. nuin�7-C 6I Rgm:Re:eoed. �1E iiii.n n a I�IEIMV@1M531L� N l ig LIMING REFERENCE. g5 D D S SPRINGFIELD. 8/31/06 ADDENDUM#1 SKL-01 01103 FIELD.NA L-103 &L-401 3 Architects 14133 ��f INCORPORATED 14131133-6798 SARK GATE OESCAIRTION • • — t I 1 I I N 1 fi?..,;,,,` 1 Ea _ ___ _ _......_, .... o .1 .i 7 °§Vgg fa 1 NVld .1.IS r I 1 1 C 1 1:', 1 ' A ill AI ii, 1 i 0 _ w 0 2 i 5 ; sa,..„.,i i g;1 ii 3NO 3SVHd -111H ` .. ,1, 1 I II iiiiiii 1 1VIldSOH IV 3ev11in Fr ; il,' [ 2.13 <3 1- °'i.'1 jill lin!!,:i'I — = 1 = I 1 1 .. [ I ... L'Lgsroet's",`4,'At („3r0ifeV„".4. 37'.■71ni DID ODDS r3 ee lot m 0,•., b , “ ; Own 7.11ZRAAINNE 1 ?-1". ,. 1 e CI g • 11 to 90r .■ U = ''15. .i.■L Ot tC•01 vlS g.0 31i SJ 2 oe•L "5"?0. 1 g IL f.0)LO LOtoin0 (i1.0)Ot 00,00 1 -.: as Lot,vel lb•1. 00-Ty va 0 L i Ot•ZI,v8 _ 5 • c,t eV/v=2)Waft-:r4 lir' 06 500 so SC•6 vLS f§ri g:f 5' ,vOt 33A3 CS 9,6 SN3 oL 1.$)or 96t.km A. lilg 'i "TV.Wortc.0.1: 'U (co.411,9 ,°!4.-74: _ !; g 4..S i : .-, - rr.,..`01'; >' a • S j : ‘.'a 7^•5-° ''',i __- " LI "•Z,,,,,* ° 1:1".::sr r:.72 Z:' , — ? 2 2;E ,.2 (4 mno)013,0,00 O O lti.0)CO t02./. 99 Sot=09 41 L'CPPZ:::'"4 0000 11 i cts,e viS C9 SOt 3.3 1_ 4 99 SOL CL IS, SW 4 5 I I 1 t 1 NcifTsV2 7,41 ITN LIVOc`g?",T / i0ar Lei t Orriei':1 I 1 ... I LI C 30 CC•0 viS ot x3 b.,vi 1=43 1r SSC•9 viS i 1 ' I 1 , 1 I 1 ' — I — I ' r'' TI -- / ,.3:,' '?9' I ■ 6, %/ LS 61t ___ 0 % = 2 — 09 9tt n _ ..: a, = I - - I - - I • , L E ; NYld LIS • I 1 ‘— r=I 1: 1 1. ■ --- - - -- - - [ _- - -- i ----- I , ,i,8 IIII i I "2% , c•;) a I- 0 Iell g Y1 i -Id i, , . A 3NO 3SVHd -111H ,. , I — Ham I 1 `'712 .1 i!111111 Hifi i!:11'1' , 1 irzti , I:: . e3.> , •T- ,,,,, 1V.I.IdSOH lti 39V111A ----------- -,-1 -tilr,',01 A; ,x g . jj x■ ,a - J. L - - - I - I - I - I - I •,-. E-• e; k , i ' - , ,1 1 ;, ,-, v-, -1 1 •-,:i'. k ., i , 1 I " ; :', ::;” :-.: :'.. :, ;.,:t:' =% •,, :: r:. :: ELIE: :-.- I; ; I CI) 2 ;ilj c1 ,3 .:2 1,4 ,, ,. -.- , — 0' - ,0- E t• - E•“•, %.Ie "-I E.% ' uiz_ ' E ...;',5_, , ,,^1 ,- 1 , ii • I-: : :, - . i• .- f •.•,,, . , ., y, L ; Z I LI . Sn ,-, il 1 iV ' X I g t., 0.-), ,:l• - :'• i74,:-,,, •,, '0. t, 1 ; . q w - le g ?_ ,q1e, ...,,! ., i-.., .. ):-: .: , ,, cc z 1 - uz z -U " - .,. ,. 0 - ' • % ' -, I , --I; 1 • --„..L, .:,..... . I i EDI e L'-.., el:1 II - I • . \---I'EI ' .,•'( , -r _ -, ,, re , , . - '") T.-,-c: - -<, ' 1 3 ; :, -ri;, ..._.J. , .-.-.. __ . ., .2 -„- , 8E,- - g- ;.: xr,s.,: -'._1-, 8--- — 3.. 3.i.it , >, er,..,Sia.: erg .,,, ,-;Is- /1-, , li ,1--1 " . I•*" _ ----, :2 ---4, 3••;?, -..- -.- _ - 011021C312.=.4 ••••••■. __. 1 ,L.T.ik --.irt.i-3,/ , ._----- 1 -- .-- ---— " i"i'l rill ,,,. ; --•-••■•■==......„..Z!.I ... . •__',00 , ---- --- ?, ''' ' ---' 1 - ' __,,. ,- ■. ',....,:: ,, ' .7r : ---.P;;""'"• (-,3 -?.---, ■-,'-:', \ \ pa. , \ \ ,..;'"., ' P -,i2 ' ° , ' ••.. .\-'..:' '''..,, ‘ ,. "1.-: - 1 \ \ • 1 7 iP' ;41,iiii-ir-I- ni.4, ,,, ,. -,,....._, ,...:., ,.... I li, _,.-w%", '•t 1. :::4: • 11 \iglow..,... .. 1 a..,.. , i..'. . • \ ; °.7z ■ •4'- ' ' \ ' A=i1,3 — i 11111 •100ffra...411:, If,7/,/1 - \ f'k,---", --- 33 .31..1 ; ii , ,,,- \i-,F,,,,.. d., _ •; . • \ \ 88, .■ : •p:R . :', ,, .... '7.-.5y: \•3.,,,,, ' "*: "'w ill .',_'.3 .• ■ . .., ■ \ \ -, , ' i \ t.--R-- : \ . m, .... ,_ 0. ,.L. ::46111111 i g' I ' \1., 1-- \ \-•.-.. - . ''' In II i ) . ‘-- 101.110.".....2 it' '11 '' ',\ •,•■ \;■1'''''' ..::,L!ii\:,..: n...;. - ,':',\.. .c..,,,,—,,-, :z...L, ..,_, \., ..,-, - i __:. _ . . . „ ...„.. ku.., „,,, ,„,..... ,„ ,,..._ ...,,,,_ ,.._..„_, 1\ ,., ..„, , =. 3: 3 2 3 P,$Ga , ■,'•-•, '.,..1!...."--_--r..--____:..------ . 1 -. ' LE..8 R 874.1R--',','_::_,L, ,.. •L , ...,-;'__-_,_ I - 12se,■■ riatiVaiTtill ,q11 .. _ E., ,4,.n,(1.•• •7".O P4A . .j II,_,•., .,z,Ii----',._____L-:,,- I .E, e. \ , \ I 1 1 ':: '17... rIEL 'I I•,,--- •-• --I-.L. ;, I , , e ,, L, . t... ,,,E•.-- 'I--• • Io• SI,-LE,'-`%-'1 /. \ ■ .____________r------, ,,...._,...0iic.:_ rzeiri.,;______,...,,,.!arr,- \ ,L.::... _, ,.(1:•'I:5:: ._\__,_ . ..--_,E:7_,L)°,,-;LIII.L.LI \ , \ _....4111115,1 IL '-•L----.7---- 1_. , , e.-, ?.. ":„,f, _...-.L-LE., ,-- N , \ 1 ,... /„. \, !,: ----areorlicr-A67 i=3^ t:„. ,„_-; „2_-_,-..---:- 0.0_ -,,t \ • er ' , '•'`.3!,''cr'. -''Pr...:3,--...\--- 66'-'/' -,-----X.' \ \ ...° • (..••••• :Alao , ...." , .\ .. .1.--- - ...----- • -- ' , .■zir• • ' "-- ' -2, ..se \ ' y 8,.. ' ' ' ' A - 1' ' -__---' -=.- - t-7' ' .;.•'!''','• !3' :j".: ,, . - , -,•, , . - - i _,. ,-. ., , ..•, , - _ ..., , -,',••-- , . ,:) ' " .1;1 , : . . . • .,„ 1,,i r•-;- , • ''' - „ , 1 1 , - , 1 .,. - _ - .. 1 , • : , • -- 1 I ■ - ; .. :-- - Village at Hospital Hill August 3 1,2004 Dietz&Company Architects,Inc. 1.92 Sheet E-101-B2. Relocate panels similar to addendum EL-101-82. 1.93 Sheet E-101-B2. At Units 101, 102& 103 delete the intercom stations at both entry doors and replace with door bells and bell see drawing E-502-B2 for details. 1.94 Sheet E-10I-B2. At the Mechanical room delete the intercom station. 1.95 Sheet E-I 20-B2. Relocate panel PP22 to the living room side of wall and located in the full size wall 1.96 Sheet E-140-B2. Add 3 outlets and feed them from OP2 from 20A/IP breaker in OP2 with branch circuit'A" C 2#12#12G. INDEX OF ATTACHMENTS: L-103R1 `GRADING AND UTILITIES PLAN' (24X36 SHEET) L-ADI `ROAD PROFILE'(24X36 SHEET) SKL-0I 'DUCT BANK DETAIL' SKL-02`BIT CONC CURB DETAIL' SKL-03 `PLANTER DRAIN' SKS-01 'SOUTH HOME SECTION @ BATH IN STAIR' SKS-02'NURSES'HOME CAP PLATE DETAIL SKA-01 `NURSES' HOME UNIT 208 KITCHEN' SKA-02'NURSES' HOME COLUMN DETAIL' SKA-03 'SOUTH HOME JAMB DETAIL @ WOOD WALL' SKA-04'SOUTH HOME BEAM/SOFFIT DETAILS' SKA-05 `GUARD RAIL ELEVATION'14FOR BOTH BUILDINGS*" SKA-06 'NURSES' HOME ADDITION DETAILS' SKA-07'SOUTH HOME SECTION AT LAUNDRY' SKA-08`NURSES' HOME ALUMINUM STOREFRONT WIN.' SKA-09'VINYL WINDOW MUNTIN' SKA-10`DOOR STYLES' SKE-001 'SOUTH HOME WIRING DIAGRAM' FORM OF BID—REVISED SECTION 02150—EROSION AND SEDIMENT CONTROL SECTION 02666—WATER DISTRIBUTION SECTION 02730—SANITARY SEWAGE SYSTEM SECTION 07620—SHEET METAL FLASHING AND TRIM SECTION 08711 —ADDENDUM TO DOOR HARDWARE ASBESTOS ABATEMENT SCHEDULE—Reissued for clarity. END OF ADDENDUM NO. I ADDENDUM NO. I Page 6 of 6 Village at Hospital Hill August 3 I,2004 Dietz&Company Architects, Inc. 1.61 Sheet EL-110-B1. In Unit 104 relocate panel PP I4 to the new wall opposite of the current location on the wall of the closet facing the living room. 1.62 Sheet EL-110-B1. In Unit 105 relocate panel PP 15 from the masonry wall to the new wall by the stove counter facing the living room. 1.63 Sheet EL-110-B1. Remove"OC" light fixture at entrance 116 and replace with (2)two "OA"at each side of door. 1.64 Sheet EL-110-BI. In Unit 104 change type"A"fixture in kitchen by sink to type"C"and locate is under the wall cabinet above the sink. 1.65 Sheet EL-I20-81. In Unit 204 relocate panel PP24 to the new wall opposite of the current location on the wall of the closet facing the living room. 1.66 Sheet EL-120-B1. In Unit 205 relocate panel PP25 from the masonry wall to the new wall by the stove counter facing the living room. 1.67 Sheet EL-120-BI. In Unit 202 relocate panel PP22 from the masonry wall to the new wall by the stove counter facing the living room. 1.68 Sheet EL-120-BI. In Unit 204 change type"A"fixture in kitchen by sink to type"C"and locate under the wall cabinet above the sink. 1.69 Sheet EL-120-81. In Unit 208 relocate PP28 to the bedroom closet wall facing the hallway. 1.70 Sheet EL-120-BI. In Unit 204 provide a type"C"light fixture located under the wall cabinet above the sink. 1.71 Sheet EL-130-B I. In Unit 304 relocate panel PP34 to the new wall opposite of the current location on the wall of the closet facing the living room. 1.72 Sheet EL-130-131. In Unit 305 relocate panel PP35 from the masonry wall to the new wall by the stove counter facing the living room. 1.73 Sheet EL-130-B1. In Unit 302 relocate panel PP32 from the masonry wall to the new wall by the stove counter facing the living room. 1.74 Sheet EL-130-BI. In Unit 304 change type"A"fixture in kitchen by sink to type"C"and locate is under the wall cabinet above the sink. 1.75 Sheet E-110-BI. Note that the Fire alarm panel should only be located at main entrance no annunciator needed. 1.76 Sheet E-I 10-BI. In Unit 107 add heat detector. 1.77 Sheet E-120-BI &E-130-B I. Add pull stations at entrances of Units 203 and 303. 1.78 Sheet E-120-B1 &E-130-BI. Add strobes in bathrooms of Units 206 and 306. 1.79 Sheet E-110-B1 &E-101-B1. Relocate panels similar to panel relocations made in the addendum for EL-1 10- BI &EL-10I-Bl. 1.80 Sheet E-110-B1. Relocate the Knox box to below intercom box,see Architectural interior elevations. 1.81 Sheet E-I 10-BI. Relocate"GFI"outlets in kitchen areas to counter space to avoid conflicts with kitchen appliances where applicable. Quantity will remain the same. 1.82 Sheet E-120-BI. Relocate panels similar to panel relocations made in the addendum for EL-120-BI. 1.83 Sheet E-120-BI. Relocate"GFI" outlets in kitchen areas to counter space to avoid conflicts with kitchen appliances where applicable. Quantity will remain the same. 1.84 Sheet E-130-BI. Relocate panels similar to panel relocations made in the addendum for EL-130-BI 1.85 Sheet E-130-BI. Relocate"GFI" outlets in kitchen areas to counter space to avoid conflicts with kitchen appliances where applicable. Quantity will remain the same. 1.86 Sheet E-140-BI. Install six outlets"GFI"type located along the walkway of each attic wing,3 on each side evenly spaced. Add a circuit to 20A/1P breaker in OP I with branch circuit'/,"C 2#12+#1 2G. 1.87 Sheet EL-10I-B2. On the basement floor plan Relocate PP I I, PP 13,PP 14,and PP 15 to the laundry closet walls facing the entrance doors and dining rooms 1.88 Sheet EL-101-B2. On the basement floor plan relocate PP 12 to the stairway wall facing living room on first floor. 1.89 Sheet EL-10I-B2. Change"OA"type to"OC"type at all overhangs. 1.90 Sheet EL-101-B2. The 4"OA" lights fed by circuit OP2-33 are located at the Kiosk and should be changed to type"OC". 1.91 Sheet E-101-B2. Note that the electrical first floor plan outlet and mics fed from OP2-33 are located at the Kiosk,the base plan for the Kiosk is missing from this sheet. ADDENDUM NO. 1 Page 5 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. 1.34 Sheet A-461-BI,see SKA-06 Nurses' Home Addition Details for revisions to the addition detailing,including the fiber cement trim banding and porch Soffit details. 1.35 Sheet A-463-B I,see landscape drawings for planting bed drainage and SKL-03. 1.36 Sheet A-511-BI,see SKA-08 for revisions to details C7&A7. 1.37 Sheets A-511-B1 &A-5I I-B2,at both buildings,windows located in common stairs or at the bottom of unit stairs or whose bottom sill is less than 19"above the floor shall be provided with tempered glass. 1.38 Sheets A-520-BI &A-520-B2,provide detail at door jamb/gypsum board as shown on attached sketch,SK-A- 03 in lieu of joint shown on the Drawings,typical for similar door details G7/A-520-BI,E7/A-520-BI,G3/A- 520-B2&A3/A-520-B2. 1.39 Sheets A-520-BI &A-520-B2,see SKA-10 for revisions to the door styles for both buildings. 1.40 Sheet A-710-B1,sheet keynote 3.Underside of ceiling @ 8'-2"+/-should be sheet keynote#4. 1.41 Sheets A-101-B2&A-120-B2,see SKA-07 South Home Section at Laundry for the floor detailing at unit laundry closets. 1.42 Sheet A-101-B2,reference corrections. At the front entrance into Unit 102 the reference I/S-50I-B2 should be 11/S-50 I-B2. 1.43 Sheet A-101-82, note that kitchen elevations are on sheet A-430-B2. 1.44 Sheet A-10I-B2,wall type corrections. In Unit 101's Kitchen on the sink wall,wall type 15 should be wall type 34. 1.45 Sheets A-101-B2&A-I 02-B2. Note that all bathroom walls and ceilings to receive moisture resistant fire rated gypsum wallboard. 1.46 Sheets A-I70-B2,A-201-B2,A-202-B2,A-30 I-B2,&A-530-B2. Note that all gutters are 6"and downspouts are 4"x 4". 1.47 Sheets A-201-B2&A-202-B2. Note that the rectangles to the right of the doors on E2/A-201-82 and E2/A- 202-B2 are the locations for the intercom panels. See electrical drawings for additional information and SKE-0I for the wiring diagram. 1.48 Sheet A-301-82. Note that the ceilings will have 'A" Fire rated gypsum wall board attached to' "furring channels fastened to the existing framing. See the wall types sheet for additional information. 1.49 Sheets A-301-81 &A-701-B2,see SKA-04 for beam/Soffit details where portions of the existing bearing walls are being removed. 1.50 Sheet A-4I0-B2. Note that sheet keynotes#1 pointing to the roof on CI &C3 should be#3. Also,delete sheet keynote#3 on column detail F7. 1.51 Sheet A-430-B2,on elevation G3 delete upper cabinet W3330 and replace it with a W 1 830,a filler piece and a CW24x30 (as indicated on G5). 1.52 Sheet A-440-B2,add to sheet keynote#7 sheet detail EI/A-501-B2. 1.53 Sheet A-520-B2,note that all metal frames should be 6-5/8",if frame shown is larger/smaller reduce/enlarge the frame from the side that the finish is adjacent to. For example on A3 where the wood trim butts into the side of the frame reduce the frame size to 6-5/8"which will shift that side up increasing the size of the trim. 1.54 Sheet A-520-B2,see SKA-03 for revisions to detail D5. 1.55 Sheet A-530-82, note on detail G7 there should be a gutter where the keynote is pointing. 1.56 Sheet F-101-BI,remove sprinkler under the landing of common Stair B. The landing below the stair is concealed and therefore does not need to be sprinkled. 1.57 Sheet F-101-82&F-120-132, remove sprinklers under the landings of common Stairs A&B and below the landings of all unit stairs. The landings below the stairs are concealed and therefore do not need to be sprinkled. .58 Sheet EL-I0 1-B I &EL-I0 I-B2. Refer to drawing L-10 I, 102,and 502 for type,quantity and locations of site lighting. Electrical contractor to furnish and install lights and poles,light bases provided by others. Feed all lights with 3#8+#12G. in I" Schedule 80 PVC from respective house panels OPI and OP2,see panel schedules. 1.59 Sheet EL-101-B1 &EL-101-B2. Refer to drawing LD-101 for locations and lengths. Install 2—4" C for utility power duct bank with pull string and 2—4"C for telecommunications duct bank. 1.60 Sheet EL-101-B I. In Unit 102 relocate panel PPI2 from the masonry wall to the new closet wall on the hinge side of the entry door off of the common stair. ADDENDUM NO. 1 Page 4 of 6 A Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. southwest corner of South Home, HDPE pipe in roadway replaced with RCP&new planter drain added at South Home. 1.7 Sheets L-103 &L-40I. See SKL-0I Duct Bank Detail. 1.8 Sheet L-IO2. See SKL-02 Bit Conc Curb Detail &SKL-03 Planter Drain. 1.9 Sheet S-130-B2,see SKS-0I for detail revision at the South Home Bath in common stair. I.10 Sheet S-460-B1,see SKS-02 Nurses'Home cap plate detail pertaining to the porch addition. .11 Sheet AD-II 0-B1,add sheet keynote 20. Remove existing concrete Swale at base of wall. 1.12 Sheet AD-110-B1,AD-120-B1 &AD-130-B1,sheet keynote"8. Saw cut masonry for window opening. See window schedule." Should be pointing to the new cut in the existing wall,not to the adjacent existing window that is to be removed. 1.13 Sheet AD-130-BI,add sheet keynote 13. Existing wall finish to remain. This keynote should be pointing to the common stair walls of Stair A&Stair B as well as both sides of the fireplace area in Unit 307. 1.14 Sheet A-101-BI,Reference corrections: Note that the reference calling out the Elevator and Machine Room [018] should read A6/A-450-B I not A6/A-460-B1. 1.15 Sheet A-101-BI,Wall Type corrections: Note that in Sto. [02 I]wall type 7 should be wall type 25. In Stair B[022]wall type 10 in the exterior wall can be deleted,the doorway was infilled under a previous contract. 1.16 Sheet A-101-B1,at Mech [026],note that sheet keynote'2' should be sheet keynote'7'. I.17 Sheets A-I 0 I-B 1,A-110-BI,A-120-BI &A-130-BI. Existing laundry chute to the left of Sto. [017] to be removed from the basement to the 3rd floor. Remove existing steel chute,provide fire blocking at each floor and remove door and cover opening with gypsum wall board. 1.18 Sheets A-10 I-B I,A-110-BI,A-120-BI,A-130-B1,A-I 0 I-B2&A-120-B2. Coordinate all chase sizes and locations with M/E/P drawings. I.19 Sheet A-110-BI, Reference corrections. At Stair B [1 15]the reference labeled 11/S-502-B1 should be referencing the section thru the areaway wall not the stair. 1.20 Sheet A-110-B1,A-I20-BI &A-130-BI,Wall Type corrections: Change wall type 4 at all unit baths on the plumbing wall to wall type 4A,all baths are to have moisture resistant fire rated gypsum wall board. 1.21 Sheets A-120-B I,A-43 I-B1 &A-720-BI. See SKA-0I for revised kitchen layout for Unit 208. 1.22 Sheets A-170-B I,A-201-B1,A-202-B1,A-301-B1,A-46 I-B I&A-530-B I. Note that all gutters are 6"and all downspouts are 5"x 4". 1.23 Sheet A-20I-B I,Sheet Keynote modifications. Note 35 should be. 35. Planter,see landscape drawings for details. 38 should read Seal and cap entire top of existing chimney. Keynote 081 10-I I should be 08550-01. 1.24 Sheet A-301-B I,note for the basement floors: The Base Bid will be the finish floor material over'A" plywood underlayment(below vinyl only) on %a" Homasote,over a vapor barrier on top the existing concrete floor. The Add Alternate will be removing the entire existing concrete floor. After the floor is removed it will be constructed of the following;the finish floor, over'A"plywood underlayment(below vinyl only) on top of a new 4"concrete slab on 2"rigid insulation over a vapor barrier. 1.25 Sheet A-30I-BI,sheet keynote in the attic space of the wall section should be#11 not#1. Remove existing blocking. 1.26 Sheet A-301-BI,note that wall and ceiling construction is just for reference,see the wall type sheets for actual details for construction. 1.27 Sheets A-430-BI,A-431-BI&A-430-B2,provide an under cabinet light at all sinks that have cabinets above them. See electrical drawings for more information. 1.28 Sheets A-44I-BI,A-462-BI &A-44I-B2, see SKA-05 Exterior Guardrail Elevation for the sizes of the metal guardrail posts and rails,for all exterior locations at both buildings 1.29 Sheet A-450-B1,note that the 2hr shaft wall construction on sections Al &A4 shall be constructed with 6" shaftwall stud size. 1.30 Sheet A-450-BI,note sheet keynote should read as follows. 8. Install rodent/insect screen across gooseneck opening. Install glass across 2/3 of the gooseneck opening. 1.31 Sheet A-460-B I, detail G7 sheet keynote 3 should say see structural drawings for connection details. 1.32 Sheet A-460-B I,see SKA-02 for the column base detail and column line designations at the Nurses' Home porch addition. 1.33 Sheet A-460-BI,wall type sheets take precedent over the wall construction shown on this sheet. Refer to the wall types sheet for wall construction and ceiling construction ADDENDUM NO. 1 Page 3 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects,Inc. 1.7 Section 07411, Metal roof Panels, page 11, remove Items 3.7 C., Gutters and 3.7 D., Downspouts from Section 07411 and insert into Section 0731 I,Asphalt Shingles. 1.8 Section 07460 "Siding", Part 2, Products; add Section 2.5, Composite Trim. The manufacturer for this item will be Miratec or Architect-approved equal. This item will be used at all exterior composite trim locations where shown on the drawings and not noted as fiber cement trim or coil stock clad trim.The keynote on the drawings that references this item is 06200-28 Composite Trim and typically occurs at the exterior columns at the addition on Nurses Home and South Home, soffit trim, see drawings for other locations. 1.9 Section 0871 I"Door Hardware", 3.7 Door Hardware Schedule. Add to Hardware Set 4A Door 027 Maintenance Rm. 1.10 Add Section 08550, Custom Aluminum Clad Wood Windows. This Section shall consist of the following: Provide Pella Architect series (or Architect approved equal) custom window to match existing window size and muntin configuration. See window schedule for approximate size. 1.11 Section 08560, Vinyl Windows, add the following: General Contractor shall be responsible for supply, installation and coordination of window panning,as shown on the Drawings. Window panning shall be as specified in section 07620,Sheet Metal Flashing and Trim,included as a part of this Addendum. 1.12 Section 08560,Vinyl Windows, add the following: Windows shall include muntin bars, installed between glass panes in all double hung windows to allow for a 6 over I muntin configuration. Other windows to contain muntins are as shown on the Drawings. Muntin bar size and profile shall be as show on sketch, SKA-09,included in this Addendum. See drawings for configuration. 1.13 Section 08711, Door Hardware, Item 3.7 Door Hardware Schedule, add the ADDENDUM TO SECTION 08711 —DOOR HARDWARE,included in this Addendum. 1.14 Section 09911, Exterior Painting, Item 3.6, Exterior Painting Schedule, Item D., add the following: Steel Substrates (including steel lintels). 1.15 Section 09911,Exterior Painting,delete all references to painting masonry or concrete. 1.16 Section 09912, Interior Painting, Item 1.2, B., "Related sections include the following", add the following after Item 3.: (Window painting occurs only at interior of one custom clad wood window in attic of Building I). 1.17 Section 09912, Interior Painting, add the following: At interior stairs, sand and refinish existing wood handrails. Add the following to the Finish Schedule: H. Existing Natural Finish Wood Trim and Wainscot: Provide the following finish systems over existing varnished natural finish wood surfaces: a. Satin Finish Varnish: I finish coat over spot primer. i. Preparation: Clean with mineral spirits and then scuff sand. ii. Spot Prime with same product as finish coat b. Finish Coat: Waterborne, varnish finish applied at spreading rate recommended by the manufacturer. REVISIONS TO THE DRAWINGS I.I Sheets S-001&S-002;correction to the note pointing to the window. It should state that the only window caulking to be abated is at all basement windows and windows being enlarged or reduced. All other caulking shall be covered with brake metal panning. See elevations and window details/schedule. I.2 Sheet G-005,change keynote 06100-92 Pt Wood Blocking to Pt 2x4 blocking. 1.3 Sheet LD-101,add General Note II. Note existing tunnels have been backfilled and sealed at the buildings, therefore,are not included in this phase. 1.4 Sheet L-502 detail I/L9,GC to coordinate cast iron downspout connector boot shape between downspout and cast iron shoe and cast iron shoe to drainage pipe. 1.5 Sheet Addition of L-ADI 'Road Profile' (24x36 sheet) 1.6 Sheet L-103,see the attached L-103R1 (24x36 sheet)for revised items consisting of: revised road grading, relocated sewer service from South Home,Sanitary manhole invert adjustments,new catch basin added at ADDENDUM NO. I Page 2 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. ADDENDUM NO. I Village at Hospital Hill—Phase I Northampton, Massachusetts Project#20144 Dietz&Company Architects, Inc. 17 Hampden Street Springfield,MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. I. NOTE: BID DUE DATE HAS NOT BEEN CHANGED. General bids are still due at 2:00 PM September 9th at the offices of Dietz&Company Architects. 2. Bidders are cautioned to base their price only on the written construction drawings, project manual and addenda. Verbal responses made by the Architect, Consultant, Owner are not binding, unless confirmed in writing by addendum item. 3. Bidders shall submit all questions in writing, no telephone calls please. Requests for information shall be faxed to the Architects office at(413) 732-4385. 4. The following packages are to be added to the Bid Documents: A. See Index of Attachments below. REVISIONS TO THE SPECIFICATIONS 1.1 Invitation to Bid, page I; Change the last sentence of the first paragraph to read as follows: "The work is estimated to cost$4,600,000." 1.2 Form of Bid, Delete Form of Bid, found in the Specifications in its entirety. Submit the Form of Bid — Revised,as attached in this Addendum. 1.3 Section 01500, delete all references to site fencing. The GC will be responsible for securing the site from trespassing,vandalism and theft and can erect site fencing at their discretion. 1.4 Section 01210,Allowances,Item 1.2 A.,delete existing item I and insert the following: I. Include within the base bid price the allowance quantities as specified in the attached schedule. 2. Refer to Division I Section"Unit Prices"for modification of these quantities during construction. 1.5 Section 01230,Alternates,add the following: E. Alternate No. Five: Deduct Alternate: In all units in both buildings, delete dishwashers and associated plumbing and electrical. Provide 24"base cabinet in its place. 1.6 Section 01270,Unit Prices,add the following. D. Unit Price No.Four: Re-pointing Unit Masonry: 1. Description: Provide cost for masonry re-pointing beyond work shown and described on Drawings. ADDENDUM NO. 1 Page 1 of 6 Note 7: 919.5 "In addition to the required AC primary power source, required smoke detectors in occupancies in Use Groups R-2...shall receive power from a battery when the AC primary power source is interrupted. Exception: In buildings equipped throughout with an automatic sprinkler system..." Note 8: Per 31.1.2.3 (Additions to existing buildings:) "Additions to existing buildings or structures shall comply with one fo the applicable criteria below:...1 The new addition, by itself shall conform to the applicable provisions of Appendix J." Note 9: Ceiling R-Value Note from table: "R-30 insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e. - not compressed over exterior walls, and including any access openings.)" v:\20144-village at hospital hill\06-cd\project team\d&co\code review\village code review final_ms.doc Code Review for Village at Hospital Hill - Phase One 11 Fire Protection: (Article 9 and Table 918) Required By New/Existing Code: Building As noted Sprinkler System 904.7 required provided Standpipe 914.2.8: Class III Standpipe system required provided required Fire Protection Signaling System 917.4.6 required provided Automatic Fire Detection System: 918.4.7 (see required provided note 5) Smoke detectors Table 918, 919.3.2 (see note 6) required provided Standby power: Table 918, 919.5 (see note 7) required if not provided sprinklered Manual Stations: required provided Zoned: required provided Fire department notification: required provided Fire Extinguisher: (NFPA10 3-2.1) 11,250 SF per 1 per mechanical room/ ext. and travel 2 per floor in corridors dist<75' Energy Conservation: (Art. 13, 34 and Appx.3) Existing Building: (Article 34) from Table 3407 Component Values for Altered Elements Roof Ceiling Assembly (Construction other U=.05 (R=20) R=30 than wood plank) Floor sections over area exposed to outside U=.08 (R=12.5) R=10 air or unheated areas. Note 1: Per 303.1. "A room or space used for assembly purposes by less than 50 persons and which is accessory to another use group shall be included as a part of that main use group. Sim. to 303.4, use group A-3 structures. If community space is to accommodate 50 persons or less, then this use group is the one that will apply." Note 2: Increase by virtue of street frontage is the same modification as that for sprinklering. Figures for street frontage modifications are not compounded with those for sprinklering. Note 3: "not less than the rating based on fire separation distance" (see CMR 705.2, which for R-2 buildings is 0 hours for R-2 Construction over 10' and 1 hour for R-2 Construction 5' to 10'.) Note 4: Not less than the fire resistance rating for 1011.4. For R construction: 1 hr. (non sprinklered)or 1/2 hr(sprinkled)as is the case here. Note 5: 918.4.7 Automatic fire detection system is required for R-2 buildings. Exceptions: System smoke detectors are not required in guestrooms or dwelling units. A system heat detector shall be required within each...dwelling unit located not more than six feet from each door way that leads to an interior corridor or exit. System heat detectors shall not be required where the guestroom or dwelling unit is equipped with residential sprinklers that, when activated, will activate the fire protective signaling system." Note 6: 919.3.2 "Single and multiple station smoke detectors or household fire warning systems shall be installed...at the following locations: In the immediate vicinity of bedrooms; in all bedrooms... Exception: In building equipped throughout with an automatic sprinkler system...smoke detectors are not required in bedrooms where the bedrooms are equipped with residential sprinklers." Code Review for Village at Hospital Hill - Phase One 10 15' or less in height to lowest 0 0 member 20' or more in height to lowest n/a n/a member Fire resistant walls continued above roofline: n/a n/a 705.6 Draftstopping above ceilings: 720.7 n/a n/a above and in line with tenant separation. * For both 2C unprotected and 2B unprotected unless noted otherwise. Egress Requirements: Occupant Load (Greatest of following) 100 100 1008.1.1 Actual No. (46 X 2 + 8) = 100 1008.1.2 By table (1 per 200 gross 232 (governs) 100 s.f. bldg area) 46,734/200 = 239 occupants Min. Number of Exits Required: (Table 1010.2) 2 per floor 2 per floor (4 at 1st (for 500 occupants or less) floor with 3 exits serving basement floor.) Emergency Escape for Use Group R Units Not required if 6.0 sf (1010.4) sprinklered. 5.7 Square feet net opening. (24"net hgt, 20"net width) if not sprinklered Note: 5'-0" Area acceptable at grade floor windows Minimum Width Exit Doors, Ramps, Corridors: 36"min. 36"throughout Table 1009.2 (.15/occupant w/sprinkler) Per 1009.3, considers only that floor's occupants: 1/4 of total occupancy assuming equally distributed including basement.) (Mass MB supersedes in all cases.) At 2 11d/ 3rd floor door to stairwell 239 x 1/4=60 x .15in/occ: = 9" At exit from basement/1St flr stairwell (considers 2 floors of converging occupants: 239 x 1/4 x 2= 120 x .15in/occ = 18" Minimum Width Exit Stairways: Table 1009.2 44"min 47" approx. clear (.2/occupant w/sprinkler x 1/2 of total occupants existing throughout at a converging floor: 24".) Per 1014.3, min. stairway width= 44" supercedes. Max. Length of Exit Access Travel: Table 1006.5 250' (w/sprinklers) 70' Minimum Width Corridors: 1011.3. Per HUD 44" where serving 60"min. minimum Property Standards: 60". >50 occupants Tread and Riser Dimensions: New: 1014.6 7"R min. 11"T min Meets or exceeds Exist: Article 34 for stairways Existing acceptable 7 Y2" R. 10 1/2" T. (exist) Code Review for Village at Hospital Hill - Phase One 9 interior corridor or exit. System heat detectors shall not be required where the guestroom or dwelling unit is equipped with residential sprinklers that, when activated, will activate the fire protective signaling system." Note 6: 919.3.2 "Single and multiple station smoke detectors or household fire warning systems shall be installed...at the following locations: In the immediate vicinity of bedrooms; in all bedrooms... Exception: In building equipped throughout with an automatic sprinkler system...smoke detectors are not required in bedrooms where the bedrooms are equipped with residential sprinklers." Note 7: 919.5 "In addition to the required AC primary power source, required smoke detectors in occupancies in Use Groups R-2...shall receive power from a battery when the AC primary power source is interrupted. Exception: In buildings equipped throughout with an automatic sprinkler system..." Note 8: Per 31.1.2.3 (Additions to existing buildings:) "Additions to existing buildings or structures shall comply with one fo the applicable criteria below:...1 The new addition, by itself shall conform to the applicable provisions of Appendix J." Note 9: Ceiling R-Value Note from table: "R-30 insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e. - not compressed over exterior walls, and including any access openings.)" SOUTH HOME Summary - Fire Rating of Elements (Table 602)- Required by Proposed Code* (in hours) 1. Exterior Walls (load bearing) 2C-Unprot.:0 2 (existing) 3B-Unprot.:2 (note 3) Exterior Walls (non load bearing) (note 3) (note 3) (existing) 2. Fire Walls/Party Walls 2 2 3. Fire Separation Walls 2 hours 2 hours Fire enclosure of exits (Interior Stairways (n/a) N/a N/a and Exitways:) Exterior Stairways fire separation: (per 1 hour 1 hour 1014.12.2) Shafts/ Elevator Hoistway: 2 hours 2 hours 4. Fire Partitions: Exitway Access Corridors: Note 4 Note 4 5. Dwelling Units Separation: 1 hour 1 hour 6. Smoke Barriers Not req'd n/a 7. Non-Bearing Partitions: 0 0 8. Interior loadbearing walls, loadbearing partitions, columns, girders, trusses(other than roof trusses) &framing: Supporting more than one floor 0 0 Supporting one floor only, or a roof 0 0 only 9. Structural Members supporting wall 0 0 10. Floor Construction including beams: 0 0 11. Roof Construction: Code Review for Village at Hospital Hill - Phase One 8 Fire Protection: (Article 9 and Table 918) Required By Proposed Code: Sprinkler System 904.7 required provided Standpipe 914.2.8: Class III Standpipe system required provided required Fire Protection Signaling System 917.4.6 required provided Automatic Fire Detection System: 918.4.7 (see required provided note 5) Smoke detectors Table 918, 919.3.2 (see note 6) required provided Standby power: Table 918, 919.5 (see note 7) required if not provided sprinklered Manual Stations: required provided Zoned: required provided Fire department notification: required provided Fire Extinguisher: (NFPA10 3-2.1) 11,250 SF per 1 per mechanical room/ ext. and travel 2 per floor in corridors dist<75' Energy Conservation: (Art. 13, 34 and Appx.3) Existing Building: (Article 34) from Table 3407 Component Values for Altered Elements Roof Ceiling Assembly (Construction other U=.05 (R=20) R=30 than wood plank) Floor sections over area exposed to outside U=.08 (R=12.5) R=19 air or unheated areas. Additions: (Art. 1309.1 Requirements for Low- Rise Residential Buildings refers to Appendix J) (see note 8) Per Table 31.1.2.3.1 Ceiling R-Value (see note 9) R-30 R-30 Wall R-Value R-13 R-19 (6 1/4" batts) Floor R-Value R-19 N/a (slab on grade) Slab Perimeter R-Value R-10 to 4' deep. R-10 Fenestration U-value .39 >/=.39 Note 1: Per 303.1. "A room or space used for assembly purposes by less than 50 persons and which is accessory to another use group shall be included as a part of that main use group. Sim. to 303.4, use group A-3 structures. If community space is to accommodate 50 persons or less, then this use group is the one that will apply." Note 2: Increase by virtue of street frontage is the same modification as that for sprinklering. Figures for street frontage modifications are not compounded with those for sprinklering. Note 3: "not less than the rating based on fire separation distance" (see CMR 705.2, which for R-2 buildings is 0 hours for R-2 Construction over 10' and 1 hour for R-2 Construction 5' to 10'.) Note 4: Not less than the fire resistance rating for 1011.4. For R construction: 1 hr. (non sprinklered)or 1/2 hr(sprinklered)as is the case here. Note 5: 918.4.7 Automatic fire detection system is required for R-2 buildings. Exceptions: System smoke detectors are not required in guestrooms or dwelling units. A system heat detector shall be required within each...dwelling unit located not more than six feet from each door way that leads to an Code Review for Village at Hospital Hill - Phase One 7 (780 CMR 713.0 &Note h) 11. Roof construction, including beams, trusses and framing, arches &roof deck (780 CMR 714.0 &Notes e, i) 15'or less in height to lowest member 0 0 More than 15' but less than 20'in height to lowest member 20'or more in height to lowest member n/a n/a Fire resistant walls continued above roofline: 705.6 n/a n/a Draftstopping above ceilings: 720.7 n/a n/a above and in line with tenant separation. Egress Requirements: Occupant Load (Greatest of following) 100 100 1008.1.1 Actual No. (46 X 2 + 8) = 100 1008.1.2 By table (1 per 200 gross s.f. bldg 232 (governs) 100 area) 46,734/200 = 239 occupants Min. Number of Exits Required: (Table 1010.2) (for 500 2 per floor 2 per floor (4 at 1St floor: occupants or less) new entrance is accessible means of egress, with 2 exits serving basement/1St floor.) Emergency Escape for Use Group R Units (1010.4) Not required if 6.0 sf 5.7 Square feet net opening. (24" net hgt, sprinklered. 20"net width) if not sprinklered Note: 5'-0" Area acceptable at grade floor windows Minimum Width Exit Doors, Ramps, Corridors: Table 36"min. 36"throughout 1009.2 (.15/occupant w/sprinkler) Per 1009.3, considers only that floor's occupants: 1/4 of total occupancy assuming equally distributed including basement.) (Mass AAB supersedes in all cases.) At 2nd/ 3rd floor door to stairwell 239 x 1/4=60 x .15in/occ: = 9" At exit from basement/1St fir stairwell (considers 2 floors of converging occupants: 239 x 1/4 x 2= 120 x .15in/occ = 18" Minimum Width Exit Stairways: Table 1009.2 44"min 47" approx. clear existing (.2/occupant w/sprinkler x 1/2 of total occupants at a throughout converging floor: 24".) Per 1014.3, min. stairway width= 44" supercedes. Max. Length of Exit Access Travel: Table 1006.5 250' (w/sprinklers) 150' Minimum Width Corridors: 1011.3. Per HUD minimum 44" where serving 60"min. Property Standards: 60". >50 occupants Tread and Riser Dimensions: New: 1014.6 7" R min. 11"T min Meets or exceeds Exist: Article 34 for stairways Existing acceptable 7 1/2" R. 10 1/2"T. (exist) Code Review for Village at Hospital Hill - Phase One 6 See note 2 building) Maximum Area Footprint 24,000 sf per floor 7,642 sf footprint at grade *Gross area, defined by outside line of exterior wall. Table 602 Fireresistance Ratings of Structure Elements (Fireresistance ratings are expressed hours.) Required by Code: Proposed: (in hours) (in hours) 1. Exterior walls Loadbearing 2 (note 3) 2 (existing) Nonloadbearing (note 3) (note 3) 2. Fire walls and party walls, (780 CMR 707.0) 2 not applicable 3. Fire separation assemblies, (780 CMR 709.0) Fire enclosure of exits 2 N/a (780 CMR1014.11, 709.0) (For reductions in the required fireresistance rating of exit, see 780 CMR 1014.11 and 710.3) Shafts (other than exits) &elevator hoistway 2 2 (780 CMR 709.0, 710.0) (For reductions in the required fireresistance rating of shaft enclosures, see 780 CMR 1014.11 and 710.3) Mixed use &fire area separations 1 n/a (780 CMR 313.0) Other separation assemblies 1 1 (Not less than the rating required by 780 CMR) 4. Smoke partitions, (780 CMR 711.0) Note 4 Note 4 Exit access corridors (For exceptions to the 0 0 required fireresistance rating of construction supporting exit access corridor walls, tenant separation walls in covered mall buildings and smoke barriers, see 780 CMR711.4 and 712.2.) Tenant spaces separations (For reductions in required fireresistance rating of tenant separations and dwelling unit separations, see 780 CMR 1011.4 and 1011.4.1) 5. Dwelling units separation 1 hour 0 hour (780 CMR 711.0, 713.0 & Notes f&j) 6. Smoke barriers Not req'd n/a (780 CMR 712.0 &Note g) 7. Other nonloadbearing partitions 0 0 8. Interior loadbearing walls, loadbearing partitions, columns, girders, trusses (other than roof trusses) &framing, (780 CMR 715.0) Supporting more than one floor 0 0 Supporting one floor only or a roof only 0 0 9. Structural members supporting wall 0 0 (780 CMR 715.0 &Note g) 10. Floor construction including beams 0 0 Code Review for Village at Hospital Hill - Phase One 5 3404.13 Enclosure of stairways: Open stairways are prohibited unless otherwise permitted by 780 CMR 10. There are no minimum fireresistance rating required for an existing enclosure of a stairway. Partitions or other new construction added on order to fully and solidly enclose a stairway provide a minimum fireresistance rating of one hour. All doors in the enclosure are self-closing and tight-fitting with approved hardware. All doors in those portions the stairway which are fireresistance rated comply to the applicable provisions of 780 CMR 9. 3404.16 Residential Use Groups: Notwithstanding the provisions of 780 CMR 3404, Residential Use Groups shall comply with the provisions of 780 CMR 3400.3, item 8. 3404.18 Accessibility for Persons with Disabilities: Accessibility requirements are in accordance with 521 CMR. 3404.19 Energy Conservation: Energy conservation requirements are in accordance with 780 CRM 3407.0. 3408.0 Structural Requirements for Existing Buildings 3408.1.1 Buildings Constructed on or after January 1, 1975: not applicable. 3408.1.2 Buildings Constructed prior to January 1, 1975: The structural systems of existing buildings constructed under a builder permit issued prior to January 1, 1975 shall conform to 780 CMR 3408.0 and the building code applicable at the time of the original building permit. In the event of conflict between the prior code and 780 CMR 3408.0, the provisions of the 780 CMR 3408.0 shall govern. 3408.1.3 Structural Engineering Services For buildings subject to construction control, as determined in 780 CMR 116, the Owner shall retain a registered professional engineer qualified in the structural design of buildings (hereinafter call the structural engineer)) to perform all structural engineering required by 780 CMR. For purposes of determining applicability of construction control, the volume of enclosed space shall include the entire existing building and all proposed additions. (see 780 CMR 116.1 for buildings exempt from construction control.) 3409.0 Historic Buildings: This building is not under any historic district or designation restrictions. Note: Article 34 is applicable for both existing buildings. No change in occupancy type (R-2 from prior dormitory usage, Hazard Index 2) and thus no change in Hazard Index. NURSES'HOME Summary - General Building Limitations Required by Code: Proposed: (Table 503) Construction Type: (Existing and New -- Type 3B - Unprotected Entrance) Use Group -- R-2, Residential, multi- family Height Base -Table 503 40'max. (3 stories) Exceptions; Automatic Sprinklers:504.2 Height increase: 1 story/20 ft. Maximum Height 50'max (4 stories) 46'+/- (four stories) Area* Base -Table 503 9,600 sf(footprint) /fir Exceptions: Excess frontage: 506.2 Beyond 25% 75% Street frontage increase: 506.2 24,000 sf/floor 150% (2% for every 1% excess) Automatic sprinklers 506.3 19,200 sf/floor 100% (for 4 story Code Review for Village at Hospital Hill - Phase One 4 Stairways 11.4 inches per each 44" stair/.3 per each occ. Minimum stair width 44 inches 44"inches Doors, ramps, corridors 3.8 inches per each 36"min. direction/.2 per occ. Minimum door width, 32 inches clear 34 inches clear Minimum ramp width 44 inches 48"clear Minimum corridor 44 inches NA width *see Drawing Sheet G-002 for distribution of occupant load and egress capacities. 3403.0 Hazard Index: According to Table 3403, Use Group R-2 is a hazard index of two. 3404.3 New building systems: All new building systems conform to 780 CMR for new construction to the fullest extent practical. Those systems include interior partitions, 3404.4 Alterations and repairs: Alterations or repairs to existing buildings which maintain or improve the performance of the building will be made with the same or like materials, unless required otherwise by 780 CMR 3408. See 780 CMR 3408 below. 3404.5 Number of Means of Egress: Every floor or story provides at least the number of means of egress as required by 780 CMR 3400.4. 3404.6 Capacity of exits: All required means of egress comply with 780 CMR 1009.0. 3404.7 Exit signs and lights: Exit signs and lighting are in accordance with 780 CMR 1023.0. 3404.8 Means of egress lighting: Means of egress lighting are in accordance with 780 CMR 1024.0. 3404.9 Height and Area limitations: The height and area requirements of 780 CMR 5 shall apply to existing buildings when such existing buildings are modified by addition and / or change in use. Modifications to the height and area requirements as provided in 780 CMR 504.0 and 506.0 are permitted. 3404.10 Existing Fire and party walls: No further compliance is required with 780 CMR 707.0. The height above the roof of existing fire, party and exterior walls need not comply with 780 CMR 3404.0. There are no fire or party walls in the building. 3404.11 Fire Protection Systems: Fire Protection Systems: Design, installation and maintenance of fire protection systems will be provided in accordance with 780 CMR 3404.3 and 780 CMR 3404.12 as applicable. 3404.12 Fire protection systems are required for the following cases: Additions where required by 780 CMR 9.0 for the specific use group. For existing buildings and additions to existing buildings where required by 780 CMR 9 or where required by 780 CMR 506 to satisfy height and area requirements. Existing buildings or portions there of which are substantially altered or substantially renovated and where otherwise required by 780 CMR 9.0 for the specific use group. Code Review for Village at Hospital Hill - Phase One 3 South Home Minimum Number of Exits and Capacity of Egress Components for Occupant Load* Summary Required by Code: Actual Proposed: Number of Table 1010.2 2 exits for 500 or 2 exits Exits less occupant load Capacity of 780 CMR 1009.0 Egress Components Table 1009.2 Stairways 11.4 inches per each 44" stair/3 per each occ. Minimum stair width 44 inches 44"inches Doors, ramps, corridors 3.8 inches per each 36"min. direction/.2 per occ. Minimum door width, 32 inches clear 34 inches clear Minimum ramp width 44 inches NA Minimum corridor 44 inches NA width *see Drawing Sheet G-002 for distribution of occupant load and egress capacities. Nurses'Home Occupant Load* Summary Required by Code: Actual / Proposed: Actual Occupant Load -- 20 occupants/ floor 1008.1.1 Number by Table 200 gross square feet per 38 occupants/ floor 1008.1.2 occupant Number by combination -- 38/ 30 occupants per 1008.1.3 floor Occupant Load per Maximum of three options 38 occupants / floor floor Nurses'Home Minimum Number of Exits and Capacity of Egress Components for Occupant Load* Summary Required by Code: Actual Proposed: Number of Table 1010.2 2 exits for 500 or 2 exits Exits less occupant load Capacity of 780 CMR 1009.0 Egress Components Table 1009.2 Code Review for Village at Hospital Hill - Phase One 2 Excess frontage: 506.2 Beyond 25% 75% Street frontage increase:506.2 24,000 square feet per floor 150% (2% for every 1% providing 18'wide posted fire excess) lane Automatic sprinkler system: 19,200 square feet per floor 100% (for 4 story building) 506.3 Multistory building 15,360 square feet per floor 20%reduction, table 506.4 Maximum Area Footprint 15,360 square feet per floor 7,642 square feet at grade *maximum horizontally projected area of building Residential use groups: Continuing the original residential use group R-2, Multifamily Dwelling meets the applicability guidelines of 780 CMR 34, Repair, Alteration, Addition, and Change of Use of Existing Buildings. Historic buildings: Buildings which qualify as totally or partially reserved historic buildings in accordance with 780 CMR 3409 shall meet the provisions of 780 CMR 3409. Though the Northampton State Hospital is listed on the National Register of Historic Places, the Nurses' Home and the South Home are not being considered totally or partially preserved historic buildings. Structural requirements: Structural requirements for additions, and for existing buildings subject to repair, alteration and / or change of use, shall be in accordance with 780 CMR 3408. See 780 CMR 3408 below. 3400.4 Special Provisions for Means of Egress: No violations due to non-conformance regarding the number of means of egress serving every space and / or story as required by 780 CMR 1010.0 and Table 1010.2 and each means of egress component is of sufficient width to comply with 780 CMR 1009 and is so arranged as to provide safe and adequate means of egress including signage and emergency lighting. 1010.2 Minimum number: Every floor area shall be provided with the minimum number of approved independent exits are required by Table 1010.2 based on the occupant load. In determining design occupant load, 780 CMR 1008.1, the number of occupants for whom exit facilities shall be provided shall be established by the largest number computed in accordance with 780 CMR 1008.1.1 through 1008.1.3. South Home Occupant Load* Summary Required by Code: Actual / Proposed: Actual Occupant Load -- 12 occupants/floor 1008.1.1 Number by Table 200 gross square feet per 22.1 occupants/floor 1008.1.2 occupant Number by combination -- 12/22 occupants per 1008.1.3 floor Occupant Load per Maximum of three options 22 occupants/ floor floor Code Review for Village at Hospital Hill - Phase One 1 South Home 780 CMR 503.0 AND TABLE 503 Summary-General Building Required by Code: Actual: Limitations(Table 503) Construction Type: (Existing) -- Type 3B - Unprotected Use Group -- R-2, Residential - Multifamily Heigh Base -Table 503 3 stories, 40'above grade t plane Exceptions: Automatic Sprinklers:504.2 Height increase: 1 story/20 ft Maximum Height 4 stories, 60'above grade 4 stories, 43'-9"+/- plane Area* Base -Table 503 9,600 square feet per floor Exceptions: Excess frontage: 506.2 Beyond 25% 75% Street frontage increase:506.2 24,000 square feet per floor 150% (2%for every 1% providing 18'wide posted fire excess) lane Automatic sprinkler system: 19,200 square feet per floor 100% (for 4 story building) 506.3 Multistory building 15,360 square feet per floor 20%reduction, table 506.4 Maximum Area Footprint 15,360 square feet per floor 4,420 square feet at grade *maximum horizontally projected area of building Nurses' Home 780 CMR 503.0 AND TABLE 503 Summary-General Building Required by Code: Actual / Proposed: Limitations(Table 503) Construction Type: (Existing and -- Type 3B - Unprotected Addition) Use Group -- R-2, Residential - Multifamily Heigh Base -Table 503 3 stories, 40'above grade t plane Exceptions: Automatic Sprinklers:504.2 Height increase: 1 story/20 ft. Maximum Height 4 stories, 60'above grade 4 stories, 46'+/- plane Area* Base -Table 503 9,600 square feet per floor Exceptions: Code Review for Village at Hospital Hill - Phase One 2 56 Code Review Village at Hospital Hill — Phase One Northampton, Massachusetts August 2, 2004 Project # 20144 Location: Village at Hospital Hill Route 66 Northampton, Massachusetts Code: The Massachusetts State Building Code 780 CMR Sixth Edition 780 CMR 3400.0 REPAIR, ALTERATION, ADDITION, AND CHANGE OF USE OF EXISTING BUILDINGS South Home and Nurses'Home Summary of the Section: The South Home, built in 1920, and Nurses' Home, built in 1928, are former nurses' dormitories located on the former Northampton State Hospital grounds off of route 66 in Northampton, Massachusetts. The grounds are being developed into "Village at Hospital Hill," a multi-use community of residential and commercial spaces. The South Home and Nurses' Home are being renovated as part of Phase One of the Village at Hospital Hill masterplan. The original use of the dormitories is R-2, Residential — Multifamily. The proposed use of the buildings is multiple dwellings, which is also R-2, Residential — Multifamily. Therefore the use will not change, and the Hazard Index will remain a 2. The intent of the renovation is to utilize the existing buildings as multifamily residential housing. Repairs to the existing foundation, walls, floors and roof are included with the installation of new windows, doors, interior partitions, mechanical / electrical systems, and finishes in each building. Structural improvements will be made to accommodate installation of new mechanical systems. An addition at the Nurses' Home will provide a barrier-free entrance and elevator access to all levels in the building. Both buildings will be equipped throughout with an automatic sprinkler system. Specific Code Items: 3400.3 Applicability: The provisions of 780 CMR 34 apply to repair, alteration addition or change in use to existing buildings based on the proposed continuation of the same use group which results in a change in hazard index or one or less as determined by 780 CMR 3403 and shall comply with 780 CMR 3404.0. See 780 CMR 3403 and 780 CMR 3404 below. Additions: Additions to existing buildings shall comply with all code requirements for new construction, except as otherwise provided in 780 CMR 34. The combined height and area of the existing building and the addition shall not exceed that allowed by 780 CMR 503.0 and Table 503 as modified by 780 CMR 504 and 506. Code Review for Village at Hospital Hill - Phase One 1