Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 196 MAIN STREET 4/30/2018 (3)
_ s 196 MAIN STREET r` 210/041.0-0007-0000.0 J \` J a 780 CMR: STATE BOARD OF BUILDING R.EGULA MONS V' `D STAND kRDS ["E MASSACHUSETTS STAB E BUILDING CODE areas served by the area of refuge. Such accordance with 780 CMR 1008.1.1 through `,wheelchair spaces shall not reduce the required 1008.1.3. means of egress width. Access to any of the required wheelchair spaces in an area of refuge 1008.1.1 Actual number: The actual number of shall not be obstructed by more than one occupants for whom each occupied space,floor or adjoining wheelchair space, building is designed. 1007.5.2 Separation: Each area of refuge shall 1008.1.2 ''lumber by Table 1008.1.2: The be separated from the remainder of the story by a number of occupants computed at the rate of one smoke barrier complying with 780 CMR 712.0. occupant per unit of area as prescribed in Table Each area of refuge shall be designed to prevent 1008.1.2. the intrusion of smoke, except '.hose areas of 1008.1.3 Number by combination: The number refuge located within a stairway enclosure or of occupants of any space as computed in those areas of refuge where the area of refuge and 780 CMR 1008.1.1 or 1008.1.2 plus the number all areas served by the area of refuge are equipped of occupants similarly computed for all spaces throughout with an automatic sprinkler system in that discharge through the space in order to gain accordance with 780 CSAR 906.2.1. access to an exit. 1007.5-3 Commatnication system: .Every area of 1108.1.4 Increased occupant load: Me refuge in buildings more than four stories in occupant load permitted in any building or portion height shall be provided with a two-way thereof is permitted to be increased from that emergency communication system between the number established for the occupancies in Table area of refuge and a central control lxmint. 1008.1.2 provided that all other requirements of in each area of refuse provided with a two- 780 C'MR are also met based on such modified way emergency --xmmunication aystem, number. Where required by the code official,an instnmctions on the use of the area ander ipproved aisle, seating or fixed equipment emergency conditions shall be posted adjoining diagram to substantiate any increase in occupant the communication system. The instructions shall load shall be submitted. Where required by the include: code official,such diagram shall be posted. 1. Directions to other means of egress, 2. Advice that persons able to use the exit Table 1008.1.2 stairs do so as soon as possible unless they are 3NIAMMUM, FLOOR AREA ALLOWANCES assisting others; PER OCCUPANT 3. Information on how to summon planned a availability of assistance in the use of stairs or Floor area tri supervised O Occupancy square tees per su pe Aeration of elevators-,and occupant 4. Directions for use Of the two-way Assembly with fixed seats See780 CMR 1008.1.6 emergency communication system. Assembly without fixed seats i?J07.5.4 Identification: Each.door providing Concentrated(chairs only-not fixed) 7 net P g Standing space 3 net access to an area of refuge from an adjacent floor Unconcentrated(tables and chairs) 15 net trea shall be identified by a sign complying with Bowling centers,allow 5 persons for i21 CMR and CABO A117.4 listed in Appendir each lane including 15 feet of .4 stating"Area of Refuge"and the International ma y.and for additional atm 7 net Symbol of Accessibility. The sign shall be Business arras 100 gross illuminated as required for "Exit" signs where C0Urt oOOu-other than fixed seating 40 net 'Exit"sign illumination is required. Additionally, areas actile signage complying with 521 CMR listed in ' Educational t ppendix A shall be located at each door to an Classroom area 20 net :/hops and other vocational room 50 net area of refuge, areas 'ndustrial areas i 00+doss 1007.6 Signage: Signage indicating the location of Institutional areas - .ccessible means of egress shall be installed at all Inpatient treatment areas 240 gross .nits Ind elevators that serve a required accessible Ste Outpatient a areas 100 gross ,pace, but which are not an approved accessible Steeping�� 120.gross nears of egress. (,library . Reading rooms 5O net Stack area 00 gross CMR 10(1$.0 OCCUPANT LOAD Mercantile,basement and grade floor Y)gross 048.1 nes/ occupQnt load: In determining ,,,ess —quired facilities, the number of occupants for .Areas on other floors 60 gross whom exit facilities shall be provided shall be Lwrage stock,shipping areas :UO gross established by the largest number computed in 176 730 CMR-Sixth Edition 12/12;97 (EtTe,;:tive 8/28/97) TOWN OF NORTH ANDOVER Fire Department Fire Prevention Office Central Fire Headquarters 124 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 William V. DolanIV "_ ~. Telephone(978) 688-9593 := Chief of Department '� FAX(978)688-9594 William P.Martineau y Email: wdolangTownofNorthAndover .com Deputy Fire Chief _ wmartineau@townofNordiAndover.com Lt. Andrew Melnikas amelnikas@TownofNorthAndover.com Fire Prevention Officer 2 August, 2006 This letter is in response to St Michaels' request to utilize the building which formerly served as the convent. The Fire Department would require the following updates be done in order to insure the safety of the students and staff: 1. The heat detectors in the corridors would be changed to smoke alarms 2. Horn strobes would be required in the corridors 3. A pull station would be located at the exits As you are aware, the Building Commissioner will be establishing an occupancy number for this facility as well. Please call should you have any additional questions 1 I I v I _r r c f {{ 7- DIt 0 R mw I C �i ti+ ;NT.� VAT I: I 8k to , pm, !� j n.F Pt - 1 ) 1 i C,L 5. it i S i LYES i j f CLO& I i - °� - ji rt i • I it If 04 1,6 r = {} _ j. r...-, _ ... ..._ .._..,♦ { , � t . : sew '. �. .,,. r..` , ply:• .- .. ,�',1" _ _,_• _ ;.. �i \• y { S 'vl i tit�. e' r j ril -ni f UP lf 14 re- it t� �• I b a bFV !,+ 1.E D.IRff- Al A N- �E� �M 9r i 7 7Y Pr L e ' {{{ / i �.... -..-..n, ,�.<._Y.__—._._....-«M. V L N �..IIT': — { --_ __. .`�e• 1 I ; # Y I Z!6 �yf� V Y' i aa • f P r LlUp Und , �6- Q i` r , I 7 4 .—mac �](,�y ) ��['/`/.' �.{ I �i Iw/ i� I u ; CALLED O NORTHf aT STARC D J p1 c :?SO' . Lay"2 2 • OPAM op amr, OMC POWUrk 7 CL RM CLASS R m O r Z HALL - 101 AT:RM AIR PllMY11 &as••nM P FOR)RTALr . COOK Acces• Z pa IOl p• ,TYPICAL. , WLVMf S.D.. a.11.6 OK vO wRMT•OM ••!PRA/IMLGPLPL AM STORAGE AMO A7 POR DRTAII or•T■RL CoLums I /03 wT TMn uvRL / � P, TYPICAL, TOR LAMA-mo ROOC • ww MT•OR La .• p PA1!'A"VI P�4 I MECHANICAL HALL a1 HAL! AT•T!LL COLag11t• AT TM•uvRL O 101 101 "TIM m 7-.v •AMrtAwrLi CULNG -- ---- O bi�rO O P• Z , P4•TIM TOILtT © T I . Rom no�'w Tw{P sw. TOILETPACs OF . LEVEL 3 �w ABOVE I � O - M* ' ". COCA M Cdw4 !1 t1iVATOR ICLAS .: l o O i l � a °f � O DOR I " MY q r O LEVEL 2 LEVEL 1 ABOVE Ll A-SATIM i N!f41 ENTRANCE ABOVE Tw.u•T 01(2 ---�-�r✓J����� �---�� �ter_ / �_ -/ � A-wv •9 r .t a a. . . .. , ..» Y 1 _........>...- - I �� 1 -Y- . + -'- - 1. Ifr H r i._y t' • y+'a t ! °' r ! ,S"! .6 r p f r w / 3.. w - M -/ ! .. _ t - i / " i - =r, - i ,3-«; �-p��a. , :i �-,���g .� a'. , 3-!a � �-o '� - 3�%' 3-0� �- r / 3-i7�? -!/'y "( /g' r 3-4 �.,� ,' .ILI � � �_. ,q 1 ,:,� ewe 1 ! +.�.e � a d _ e:,, , a _ s ., X5,,;.4 __. ,tet. 1 g ., ,, ' i I1. �, 1. .t { ) . i . _ w __ _..__ . ..._ _�_ _.__:_.. _..-- __ -_-- -_ w_-.. j, . _ -._.X_.w-_ a - _ .. 1z I J t-- : - - t , . :n {. ..=_..z._.._ .___ `; JC- ----- - - _. _.".. ._ ,. - _� .. M — - -- t �_ ..._._ ._. ..._- „.... _ __ ___-_.. _ _,._� _. ._._ . i - ) 1..LE J 1 t 1 u t ` .:d 'a },//,Y . S i! }� t /.e ff KFR. (, O , I j g l7 /l ,It t /. # t#- R.,., Q v i 1 ! y_ •-1 1 F..f ii I ,Y .{y x titl.. :-hi, t..: z ;t4 j ' x11 1. I \ e as, N .4. 1 t , , Krr 1. P? 1 I'� 11� , ?',�.) , S i4 Y TAY / i : ,H fr c1. , .:,1f: / d r - . i # P �- I _ _ ,� CHaEL1. 1 ii yr C ' 'C.` f I t �! ! z ' , y t �}- 4 - �J III i ,� \- R - - ..,� ..: �,: ' zi x t' ., . 1 / , 11 -. .. �y 1. ����j f ' ..-� I � . 4-- I%, :� - - I I . . I 11 1.� I I I I . O .il -� '/ I " �. 11. 4: :,. ,� . / . " ,- '. -, ,�-,,, C - , , � I s I { ° N - . r .Q , r} :tee .~ yy a. ++ (�A N G.E~ 1 ' I � 40ir. .,.. na + k:;'.w, . `� I4.IVIJI 1. :r < 'r I : i -- �, I �� ..�.L. .N k I. y a a .—,I \�) ;& - I-- --- L - ...---h . - e-- _. d ,I Ib` ___, E:: I . A .� F i . i e -( U . Ii / ..-i �. I �. h .� _. 11 I ii�- --,-L 7 1 J �� 4 - ti '*.' f j i s R { s ff '41 .. t f I �J- *- .�. 's.:td 3} f t .Y t ?a ;,h� -; .:. ., -1 r r. r# P, t�, \ K _ _7 P9 IWt !J , `r` C,>CJ , R' ; I ti`ET! U :E z <, .�.: , F w: - t .2•. i y i G * k ..:g + vols a f. _._ .,.1 .__. _ (,� �r # �: rt Pr_R, 1: - .. s" ,1�'. E �y c 1 1 N.:: , 1. l ,14. _ I . .. 'Y' 2. ..i x tl 1 -.� 14. ..A t "M .'.t :' j t. Y Ax:+., ' ::� —.. .__- - I'� R 1=c p T i d ri RC C,h1 M U 31C Rcr , r4ft �+ � � ___�----�, -- r�, _ - - 1. } � �t .. It - t. i :w. ,4, - - - vat 1 1 ! - .. ti• F r �: C '! i (� _ X - 4 8 Y '„ . _. �i i 9 I 9 61 f .}1l1� i{ls. ly . 'Ut tq :_ .� , t .t t i „t.t I ,r^� acs- to . v A: j y �' CS 2 1 a'' t } . 11 i 0 Cr. .l ..t.! ... ,_ _ ._. ... ..._,._ +..._.r..__.,�,...: .. , .i�tR,. `. ..i.W ,s•3. T✓' Y':.-- .f} 1V. f, { �.- -i.-._ lnr..: yr E ... ,.,..,1 �.f - 3 'e-ja9: CJS-'''� .... 4i - _.: 1's Y 'N f• o' F } u t: :r ', .::r i. Z. % t► L-.�� _�__________.. ___ ._-.,_....-...�,. _.w __ _,... .. .-..._ -______ ... _�.__ _ _ _ { L ___ ._--_.�.�. _� __ - _.... .._ fis j ft I 11 t z _ . 4 x i s f..t F / 3 i : :_ -11 ., f, . , 1��L / H N I 1 f },� y p f P s' y . a ., _ J- _ .. 1. 6 . _. .. ..,� Yr' T .�� ... !,# .. "t Y .s.. .,, ,j$ �«n _ ,` w...w c. y..,.. }...a! •.. i'!t 'r vrt 4:W x-.. .rt.?*.,.-•� .t } h ..'s k i 4 it a I _. .. -. .. - _. _. _ :. .. x .... .. ......_._.___. ._-_ ._....-_ w.'.-_....._--,.-. ... ......_ .....::.._,_,-.•„.—,..-,:...:......,.w.. .,.. ,...,, ...-.a.. a.oalo. .w..,:y.- e;i- - 4 '2xi .,ef .,. ... .. . - _ . . ..-. ... -.. ... - .. t/ - l .� q T 'T Y> - a, F s yl t; t . . �_ ... h __._...�..._ Al, 1 .. s. j , 1 ; c t , , r y F t t fi A.. t �. ` y. . .Fa 't' r (fi- t I a a'$ 1i 3{ I. ' ; R J.. P y,k. �t .. .,N F1tt jf (�'/'� `f L. J V. ./ ' I ,. 3- ' hr f S�E 'yiF, , i i (�. v O ._ _ sf , J tt. '4b '`i• {r s'f,Vk ';7: i _�.. .._ _ r�. t }� t' P° p i. _ - .. - :.`'.- ' � t '; •`;y#? t:;,". .KL ?�;" r.a dda�°„irk' 2+ yy _,a y s , r k 1, It : �( ,�:f 1.. , j, { fr' ..,.;I f1 !. f .tf,- .:.1 P}e.. ! .. S s I n{u3 sI-NI,11,41t r w i tN , o-V. {1 , i - E f ?.y.. Yi. { �k. r :`. "iJ. d-„ltd sY.Ti a` "( t'`' '',n f' -S y ++ u-..' i q'. •r ' +�, y _ , :.4;. i ; <r j I> °h e :3."a, s" ,. #.aj "'` ::ti _ �. .a.� k{ 1 ; "S{..,r�':•r .6 I+ ax i Fs t�- dt 'u t _ J,`- r t' t 1 . , k�-1t . is a x__ J �'t , d,f,; ! ,r `4 {".h 1 I. , ,: 9 :::. _. - - - -- _ _. -. , e - - - t own of North Andover HORTN l� OFFICE OF �?oy,"=' ••4-L COMMUNITY DEVELOPMENT AND SERVICES ° . 30 School Street ATTEST North Andover, Massachusetts 01845 .&Tme Copy �'�s°•,,,,•�•' �5 WILLIAM J. SCOTT S^cwuse Director NOTICE OF DECISION 'T°a�tnClerk c= =pc)= Any appeal shall be filled Triststocerti 9W.tw"(2C;de;-1 rnrn h,v3 elapsed from date of deasion riled G� x� :a.71 within (20) days after the vilftutfilingcfangpoij q �- date of filling this Notice s ` N © ' J(;)=A. in the Office of the Town TOM Clerk rM Clerk. LZ Date February 18, 1998 Date of Hearing 1/20/98, 2/3/98, 2/17/98 Petition of 196 Main Street St. Michael's Parish 6 School - A n Fa h r Paul Keys C/O Roman Catholic Archdiocese of Boston Premises affected 196 Main Street Referring to the above petition for a special permit from the requirements of the North Andover Zoning Bylaw Section 8.3 so as to allow a 13,722 SF 1 floor church with mezzanine constructed of wood and a 15,430 SF school constructed of wood with 2 floors and a basement After a public hearing given on the above date, the Planning Board voted to APPROVE the Special Permit- site Plan Review based upon the following conditions: Signed �J� CC: Director of Public Works Richard S.Rowen, Chairman Building Inspector Natural Resource/Land Use Planner Alison Lescarbeau, V. Chairman Health Sanitarian Assessors John Simons, Clerk Police Chief Fire Chief Richard Nardella Applicant Engineer Joseph V. Mahoney Towns Outside Consultant File Planning Board Interested Parties CONSERVATION-(978)688 9530 • HEALTH-(978)688-9540 • PLANNING-(978)688-9535 *BUILDING OFFICE-(978)688-9545 • *ZONING BOARD OF APPEALS-(978)688-9541 • *146 MAIN STREET 'own of North Andover LORTk OFFICE OF O�Oy` ,10 '°.6 COMMUNITY DEVELOPMENT AND SERVICES 30 School Street I " WII LIAM J. SCOTT North Andover, Massachusetts 01845, sACHusE��� Director February 20, 1998 Ms. Joyce Bradshaw Town Clerk 120 Main Street No. Andover, MA 01845 Re: Site Plan Review/196 Main Street (St. Michael's Parish & School) Dear Ms. Bradshaw, The North Andover Planning Board held a public hearing on Tuesday evening, January 20, 1998 at 7:30 p.m. in the Department of Public Works Conference Room, upon the application of St. Michael's Parish & School,196 Main Street, North Andover, MA 01845 requesting a special permit under Section 8.3 Site Plan Review of the North Andover Zoning Bylaw. The legal notice was properly advertised in the North Andover Citizen on December 31, 1997 & January 7, 1998 and all parties of interest were duly notified. The following members were present: Richard S. Rowen, Chairman, John Simons, Clerk, Alberto Angles, Associate Member and Joseph V. Mahoney . Kathleen Bradley Colwell, Town Planner was also present. The petitioner was requesting a special permit to allow a 13,722 SF 1 floor church with mezzanine constructed of wood and a 15,430 SF school constructed of wood with 2 floors and a basement. The property is located in the Residential -4 (R-4) Zoning District. John Simons read the legal notice to open the Public Hearing. Angelo Petrozzelli, of Design Partnership Architects, Inc., Father Keyes and Bill McLeod of Andover Consultants were present to represent St. Michael's School and Church. Mr. Petrozzelli stated that they are looking to start construction in late March. Mr. Petrozzelli stated that there will be 6 classrooms upstairs and downstairs as well as a computer room. They would like to erect a traffic light on Main Street in front of the church. Mr. Petrozzelli stated that the Fire Chief preferred a flashing yellow light, as there is a traffic issue on Sunday mornings. Mr. Petrozzelli stated that they are planning to tear down the red school in June and start construction for the church. Mr. Petrozzelli stated that they would like to have the school completed in September of 1998 and the church completed in April of 1999. They are proposing to use the existing pole lights on the property. In the new church there will be a day chapel and BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 the existing chapel. They are planning to do CCD classes in the lower level of the church. They would like to have the whole project completed by the year 2000. The Board had some questions regarding the parking lots. Mr. Petrozzelli stated that he has filed new plans with fewer islands than required. Ms. Colwell stated that at the TRC meeting the Fire Department.had concerns with the safety of the children. Mr. Mahoney asked if the children are running into the road and if there was a need for the gate across the parking lot. Mr. Petrozzelli stated that he would personally not like to see the gate. The Board agreed that the parking lot islands could be eliminated in the area of the proposed child play area but not in other locations. Ms. Colwell asked about the storm water. Mr. Rand stated that the present system works but he can't give the Board a final recommendation until he receives more information.. Mr. Rand does not foresee any problems. Mr. McLeod stated that there is no increase in runoff it is just restructuring. Mr. Mahoney asked when they think they will have the information regarding the storm water to the DPW. Mr. McLeod stated probably in 3-4 weeks. Mr. Simons asked when would the Board have a construction schedule. Mr. Petrozzelli stated as soon as he meets with the contractor. Mr. Simons asked what kind of lighting is in the parking lot for the church. Mr. Petrozzelli stated that they are proposing down lights to illuminate the parking lot. Continued until February 3, 1998. The North Andover Planning Board held a regular meeting on February 3, 1998. The following members were present: Richard Rowen, Chairman, Alison Lescarbeau, Vice Chairman, John Simons, Clerk, Richard Nardella and Joseph Mahoney& Alberto Angles, Associate Member. Kathleen Bradley Colwell, Town Planner was also present. Angelo Petrozelli, Bill McLeod of Andover Consultants and Father Keyes were present to represent St. Michael's Parish & School. Mr. Petrozelli stated that they have spoken to the Fire Chief and they have come to an agreement to put up a traffic light for the crosswalk with a flashing the yellow light. Chief Dolan felt that in case of an emergency, it would be difficult for the fire trucks to slow down at a red light. Ms. Colwell stated that DPW had comments regarding the net increase of impervious surface. Mr. McLeod stated that they are planning to remove some pavement in the rear of the school so there will be no net increase of impervious surface. Mr. McLeod will get revised plans to DPW as soon as possible for final review. Mr. Rowen asked if the drainage went to the same location for both sites. Mr. McLeod stated that the schools drainage goes out to Main Street where they will be placing another catch basin and the church's drainage goes out to the rear of Water Street. Ms. Colwell asked what their plans were,for the chain link gate. Mr. Petrozelli stated that they are not going to put one in but they are going to put up a sign prohibiting the entry of cars during certain hours. Ms. Colwell asked if they had a construction sequence. Mr. Petrozelli went over the construction sequence with the Board. Ms. Colwell stated that the Planning Department received a letter from Bob Nicetta, the Building Inspector, stating that there was a sufficient amount of parking. Ms. Colwell stated that the Board can't close the Public Hearing without DPW `s approval for the drainage. Ms. Colwell stated that she would draft a decision for the next meeting. Continued until February 17, 1998. The North Andover Planning Board held a regular meeting on February 20, 1998. The following members were present: Richard Rowen, Vice Chairman, Alison Lescarbeau, Vice Chairman, John Simons, Clerk, Richard Nardella and Joseph Mahoney. Kathleen Bradley Colwell, Town Planner was also present. Angelo Petrozelli was present to represent St. Michael's Parish & School. Ms. Colwell stated that she received a letter from Jim Rand stating that the revised plans were O.K. Mr. Petrozelli questioned whether the bond would be waived. Ms. Colwell suggested to the Board that they could do a surety bond. The Board agreed to allow the applicant to submit $3,000 cash bond and $10,000 bond in a form acceptable to the Planning Board. Mr. Petrozelli also had concerns about the 2:1 mitigation in the decision, he felt it did not have any concerns to this project. Ms. Colwell stated that we will keep it in the decision but, it is up to DPW to see if it is in their policy. On a motion by Mr. Mahoney, seconded by Mr. Nardella, the Board voted unanimously to close the Public Hearing. Attached are the conditions. Sincerely, RicharKSRtowdeYair2PX�� d North Andover Planning Board 196 Main Street (St. Michael's School and Church Additions) Site Plan Review - Special Permit The Planning Board herein approves the Special Permit/Site Plan Review for the construction of a 13,722 SF addition to the existing church and a 15,430 SF addition to the existing school located in the R-4 Zoning District. This Special Permit was requested by Father Paul T. Keyes, Pastor, St. Michael's Parish, 196 Main Street, North Andover, MA 01845. This application was filed with the Planning Board on December 19, 1997. The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project as it is located in the Residential - 4 Zone and involves additions to existing buildings. 2. The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided; 3. There will be no nuisance or serious hazard to vehicles or pedestrians. A pedestrian cross walk with flashing yellow light will be constructed; 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 as amended by the Planning Board, of the North Andover Zoning Bylaw; 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed and approved by the Department of Public Works; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw; 7. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: 1 a) The plans must be revised as follows: i) The sliding gates and chain link fence proposed for the center of the school parking lot must be removed from the plans. Alternate methods of protecting the school children white playing in the parking lot must be provided such as the posting of signs. ii) A yellow flashing light and pedestrian crosswalk must be added to the plans with the appropriate curb cuts to allow pedestrians to cross Main Street between the church and the school building. Two landscaped islands must be added to the school parking lot outside of the play area. The Planning Board has agreed to waive the construction of the landscaped islands in the parking lot adjacent to the school which will also serve as a play area for the children. i The play area behind the school must be revised to show a reduction in pavement per discussions with the DPW to provide an overall reduction in impervious surface. b) A construction site plan for the construction of the addition to the church must be submitted to the Planning Department for review and approval. The plan must show the proposed location of construction trailers, stockpile areas, and areas to be fenced and secured. c The final plan must be reviewed and approved by the DPW and the Town Planner and subsequently endorsed by the Planning Board. The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. A bond in the amount of ten thousand ($10,000) dollars must be posted for the purpose of insuring that a final as-built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces, topography, and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. As this project involves the expansion of an existing non-profit church currently in North Andover at this location the Planning Board will allow an alternate form of security to be posted. The form of security must be acceptable to the Planning Department. A "cash"bond in the amount of three thousand ($3,000) dollars must be posted to cover any emergencies that may occur during the removal of the existing school building and construction of the new school and church. As this site is very visible to the public and is located on Main Street in 2 downtown North Andover the Planning Board deemed it necessary to have a cash bond available to access directly should any emergencies arise. This bond will take the form of a check made out to the Town of North Andover which be will placed into an interest bearing account. 2. Prior to the start of construction: a) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. b During construction of the addition to the school, the existing school site must be enclosed with construction fence and secured as presented to the Planning Board and shown on a plan titled "Site Plan of Land in North Andover, Mass., Scale: 1" =40', prepared by Andover Consultants Inc., 1 East River Place, Methuen, Mass, 01844, received by the Planning Board on January 30, 1998. C) During construction, the site must be kept clean and swept regularly. 3. Prior to FORM U verification (Building Permit Issuance): a) The Planning Board must endorse the final site plan mylars and three (3) Yb) copies of the signed plans must be delivered to the Planning Department. One certified copy of the recorded decision must be submitted to the Planning Department. 4. In accordance with N.A.D.P.W. policy, this project may require 2:1 mitigation of the existing infiltration/inflow from the receiving sewer system. The mitigation may take the form of actual work performed or a fee paid to the DPW. 5. Prior to verification of the Certificate of Occupancy: f a The applicant must submit a letter from the architect and engineer of the v PP g project stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff 3 shall be made at the owner's expense. All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. C) The building must have commercial fire sprinklers installed in accordance with the North Andover Fire Department. 6. Prior to the final release of security: a) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the applicant's expense. b) A final as-built plan showing final topography, the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Planning Staff and the Division of Public Works. 7. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stock piles to remain for longer than one week must be fenced off and covered. 8. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 9. The hours for construction shall be limited to between 7:00 a.m. and 7:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m on Saturday. 10. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner. 11. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 12. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 13. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 4 14. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 15. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 16. Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 17. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 18. This Special Permit approval shall be deemed to have lapsed after February 20, 2000 (two years from the date permit granted) unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 19. The following information shall be deemed part of the decision: Plan Titled: Topographic Survey of Land in in North Andover, MA Prepared for: St. Michael's Parish 196 Main Street North Andover, MA Prepared By: Andover Consultants Inc. 1 East River Place Methuen, MA 01844 Scale: 1" =40' Date: December 18, 1997 Sheets: X-1 Site Plan X-2 Landscaping Plan A-1 Floor Plan Elevation(school) A-4 Elevations (church) Prepared for: St. Michael's Parish 196 Main Street North Andover, MA Prepared by:. Design Partnership Architects Inc. Three Washington Square Suite 400 Haverhill, MA 01830 Scale: 1" = 40' 5 Date: 12/18/97 Cc. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Drainage Consultant Planning Board Police Chief Fire Chief Applicant Engineer File 196 Main Street (St. Michael's) - Site Plan Review r .y�.. �`."f.-, t :tip. x•''22 , 6 f MAP n.0AD2s Town NORTH ANDOVER PARCEL 6'p4M 0UI'LD67Z BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: �Qp'rflN ���" �''�" INSPECTION DATE: UNIT NO.: FLOOR S"�� ' �MSIQ �M�'�° 'WING: BUILDING NO.: REMARKS: , Ak�7rrie tears f' N° 1.� �'i c.-e. �r+s�G� s- 4 7 0'� No tr"r 2 eS i Q. P -� � ��f �.� � r-►� 3�P ✓n�� (s„-.,...� � Nom- r��. � y8 D • t' f c vow ��� ,6 2,sou o Ir �0 01 dea I aoA �,uv�sYrvY+� �-1 C �:P-a� `�l�P�- � r2r.►ti'� `moo� b.0 L'-e�� l Q b V1ti�icl 1J �'tnrza�t :��o MAP !�D 2 E•5 S o Town of NORTH ANDOVER PARCEL �w �3urL�r�2 BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: ��`�"'� ���y� ''N INSPECTION DATE: UNIT NO.: FLOOFiCbwT,nOLSC�2o,�C 'WING: BUILDING NO.: REMARKS: s/l%r �v.sf�cZ�oi� wla H• � �1 �P -'�To iso 7 "k s,�= l y•� rt�. `i,:�, Sr'.",r SLC, Co�22�(b2 111014i2�,o)-s X';-) A.....arc O (=r2c r3l�pe � (3�7z-�>r-�-�..� C�9t22rr'a2 Wrt�(, 2oc� � V=rCc+a2 J o.c7,.Zu Cou,ua2-Toe �(�'• D K rte'✓J l►3.91 ' + �'G t�. s��b`o� � �L C�u.�ri ►'3o.v-rum e N 2cs�ta� .c,��-c.(._ C�' Ct`zt�t5\ 1�rs.�►¢-� DN �Ut-LJ �/�N2 /PcaD�( C�"� S�3► lot C�n1('s �uv, v�' 3 o t L u w✓�r�z St- c t-�- tr2o�u l Co u.,2 _T O fJ C N�t c 0 acE mar- `'w t3 G"C-k•.�e� t� CDo�C a wrw� 2c �'� �' Z�2�-7 t9 el wtle7J "Cr-es C A-A &'Ck ISL — 1��•c� r�L'o.u�3�.e � t<'e�9w�c• J `\I4 0-,Ll - C�Qti62 rj:ae i F�- Nod CuLx C- P, — .�-r �' �r f� • ('��• o v l 'Ru �t�''Z�� �N N t:e.aFo2 � /«.�/.�9-r�� ���e�� ���•'76s � �2f?�L �i.or.� ��7� © P-L h Wr 4- - s �/��c��s -/9..XYIS,L6S © FAL PLL �J 4L ti4&4FS Z13 S n4�m Eh�N$��2s•Il" *te veT- ►'3c r sµ-mm Mc�cP��J �J r�� flap '��' ('.-�u.o�rZ,y��-►-� �.� i��2e�,�ti �a�.a-�.�.�.r,,,.� ��csa�Q�i. l 9 M.A U ST2 � MAP Town of 1s� �,� R ,� NORTH ANDOVER PARCEL h+ti ;. � . l s c.� Y 0 %3CtiLD6-7L BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT:��D� �vV, G�t1yo1� +�� INSPECTION DATE: UNIT NO.: FLOOR: `62 CMS " r� WING: BUILDING NO.: REMARKS: r)A2-0a-0(-- 'l.A►� ��`T sc'- F�2c �444 i LDAD 5�c � E i ►2c �!n� �c�A�+E l/Yas 143 Z h �_r/1il�a w,�S K-A 71'1,�o V:l.Lc, m PeA,l+I—C W rum L13 u D`` 1 ►�-�s� G-�vaeTom,., _L.n.C� - L;� C�� �.�-,eSl.. �..a�e.�z �-�� `��..��2-�;0� �..�cr►ti1��— � Hsi 12a��z'' E�cZ�X`' Cwt%r Mi-Q, �� ,> a� f� 7N �e�o 4 r+2c w `bLA-_-, �►.�s� t(` �k2� +res' O 2 1 CSNC,--L,4 LL MAP : Town of NORTH ANDOVER PARCEL C0w �3c-�,C t7t-rL BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: ✓l INSPECTION DATE: UNIT NO.: FLOOR: WING:_ BUILDING NO.: d.+teo c_ (!m 5-r p REMARKS: C.a�u�2/��b2 l�+nr(� rt!� r•.J f-iia-u,n�e�� 14�2�K1 �-f� /r-��^�. z) , Ca•- ! L F't"4 i� i��27 aT,Lc rL3 �sY`w► P��u t" t� '_ �G� '(.�L-•t'J to L'�4�T�f-�X �2o�i v�b Iyl� ' iu i-c o��� •-1=�r�� s/�� — l�.�c-Ir"�rs J t -- Z 7r C D 2 -R, L---Y,& vv, T, l C�t/�c o2Q ' Ca�iP_S Ul 3 I 0I e_c trN'►u oz-01,01 I 1)Q ti w��1 S TM+'�` � C N o We/Lar C". CO/�c.wH�^1 ►`-'�� �t►2c 5 (' —`T'�L b t o 5�2L� MAP �vJD2 s Town GL NORTH ANDOVER PARCEL rw e,13"`LDt:72' BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: �� `�'��`i5i �"'&°�44NSPECTION DATE: UNIT NO.: FLOOR: WING: BUILDING NO.: REMARKS: � �` _ NSA i 14ORTFf O � 4SS�CHU Temporary Partial Certificate of Occupancy Expires: November 30, 2001. CERTIFICATE OF USE & OCCUPANCY TOWN OF NOR'T'H ANDOVER Building Permit Number 628(11-17-01) Date October 31, 2001 THIS CERTIFIES THAT THE BUILDING LOCATED ON 196 Main Street MAY BE OCCUPIED AS Rectory Church Connector -Basement Office(old church)IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATI MAY APPLY. CERTIFICATE ISSUED TO St.Michael's Church ADDRESS 1%Main Street North Andover MA Building Inspector Town of Forth Andover of NORYy, Office of the Building Department Community Development and Services Division WilliamJ Scott, Division Director '' • ^'` ' �1.�gOAnn° e°�qy 27 Charles Street ssACH Se D. Robert Nicetla p ( )978 North Andover,Massachusetts 01845 Telephone 688-9545 Building Commissioner Fax(978)688-9542 MEMORANDUM TO: D. Robert Nicetta,Building Commissioner FROM: James DeCola,Electrical Inspector RE: St. Michael's Parish Final Electrical Inspection DATE: October 31,2001 I am requesting that any certificate of occupancy for St. Michael's parish basement project be withheld for the following reasons: ➢ A letter dated.October 17,2001 from Design partnership Architects Inc.to Reverend Paul Keyes,Pastor stated the following: o According to Mr. Ippolito I did not inspect anything on the project but reportedly just walked through the space and gave my approval. I am stating that this is untrue. During my inspection I walked around with the electrician and required the following: 1. That all panels be marked with typed directories 2. All lighting fixtures trims and plates be installed 3. All items on the electrical engineer's punch list be completed 4. A final report by the electrical engineer is due with his stamped approval of this project as stated in 780 CMR 116.0 and 116.4 Mr.Ippolito is not the assigned electrical engineer on this project,nor is he a certified electrical inspector and should not be evaluating what I am observing during my inspections by further questioning my duties. BOARD OF APPEALS 688-9541 BLILDINiG 688-9545 CONSERVATIO'_v 688-9530 HEALTH 688-9540 PLA.\MING 688-9535 Location / Of 4-;, M A t N 5-�- No. 4�OCQ 4S — a Date NORTH TOWN OF NORTH ANDOVER 41i S ; . Certificate of Occupancy $ �'�s''••°•Eta' Building/Frame Permit Fee $ J^CHUS Foundation Permit Fee $ Other Permit Fee CA2� TOTAL Check # -? 1 3 8 Building Inspector NORTH Town of 4 over �_ 0 No. z== LA , Mass., Vc �AoCMICH WR RATED H. 4` BOARD OF HEALTH PERMIT T D . Food/Kitchen Septic System L 1 BUILDING INSPECTOR THIS CERTIFIES THAT.. ....AAa S...e.^..�.!'�.!t. .. �at�d I��c..3�c� lCte�3� • W.... . ........... .. .. �. ...................Y. Foundation has permission to erect.�...RrPA...!.r............ buildings on ...�9..L. .A.. ....... .................................. Rough to be occupied as ���' V Ch�rc� �,s�Cf11�JU1 CoI. N c V sk" 4e Icw-4a Ny Chimney ...................... t`.................................................... provided that the person accepting this permit shall in every respectconform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relatin to the Inspection Alteration and Construction of Buildings in the Town of North Andover. C*k> 4 row s v c�-�v 4 I l PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough eS*L 0,031- 41 Final 1 � 3 f`t r � PERMIT EXPIRES IN C) MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE. SIDE Smoke Det. Location X96 f;11-1iti. s-f2t2t'i No. Date NvJ.12 uc�U N°RTN TOWN OF NORTH ANDOVER °f •■o 4, Certificate of Occupancy $ sACM�s t�' Building/Frame Permit Fee $ �� Foundation Permit Fee $ Other Permit Fee $ t�U TOTAL $ Check #ZZA(1C., Building Inspector I COWROL TOWN OF NORTH ANDOVER BUILDING DEPARTMEAMINUU110N APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING M OTHER THAN A ONE OR TWO FAMILY DWELLING s Section for Official Use OnI BUILDING PERMIT NUMBER: t-1 DATE ISSUED: /*Jos(. Ren,c-> SIGNATURE Buildin&Commissi2!!er/I or of Buildings Date CD 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: EX-%>,-T—10*> Cr- 5-,t e- > Zoning District Proposed Use Lot Areas Frontage(ft) --I M 1.6 BUILDING SETBACKS(ft) Front Yard Side Yard Rear Yard CS Required Provide Required Provided Required Provided 1.7 Water Supply M.G.L.C.40.§54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public I<_ Private 0 zone Outside Flood Zone Municipal yes On Site Disposal System 0 0M IWO 2.1 Owner of Record "1&141W1,velly,5 'Name(Print) Address for Service -A7 25-41 0 to 0 Signature Telephone 2.2 AuthoriAgertt IVY (/1,19, /0,,6 y� Gr///IC/�j�c'S/��%��%���1/G{/c /G,� Z Name Print Address for Service: Signature` Telephone z M 90 3.1 Licensed Construction Supervisor Not Applicable 0 10�ax /I"/-,; L-1'9- bUBCA—7 l/ Address License Number 0 -n 11 LiGensedQonstruction Supervisor.,," Expiration Date ic —Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Name,. Registration Number M Address Expiration Date z Q Signature Telephone Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea.......❑ No.......❑ SEC1IUx 5-PIRROFE MIONAI.III IMP-x C ?NSTRUCTit�xER�'10ES P()R$�D1S Ax)El STU 'TIIftES SII #'Ttll CONSTRIIG"t IO1V OI.PIIIII TC)78i1R C'1 >RMR 12iS'(+�+fl�l!lI' NG MARE'1D 33, 0 C F't2 Lx± )F�1ShD SPACE) 5.1 Registered Arcti • : ' It e • _ Name: Address Signature lephone .5.2 Regtstered.Prcriesstana�8et�s�* Area of Responsibility Name: Registration Number Address: Expiration Date Signature Total Not applicable ❑ Name: Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date M", =rfsa£�Ir"a vk�ti`r' !/ V !� ;�Ptt �Z� Not Applicable ❑ C'ompan}' ame: nn 0/n , Responsible harge of Construction ;S��CI ,/��� t71I� >E+'F'IEt�C3 .fi�'O (c1c>all app�cable� '' New Construction Pr Existing Building Repair(s) ❑ FAlterations(s) Addition Accessory Bldg. 0 Demolition Other ❑ Specify Brief Description of Proposed Work: 2 . I'O ' USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A-2 ❑ A-3 0 IA ❑ A4 0 A-5 0 IB ❑ B Business 2A 0 C Educational 0 2B ❑ F Factory ❑ F-1 0 F-2 0 2C 0 H High Hazard 0 3A ❑ IInstitutional 0 1-1 0 1-2 ❑ I-3 ❑ 3B ❑ M Mercantile ❑ 4 R residential ❑ R-I 0 R-2 ❑ R-3 ❑ 5A S Storage 0 S-1 0 S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use 0 Specify: S Special Use 0 Specify: COMPLETE THIS SECTION IF EXISTING BUILDING tNbERGb1NG RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: ,t�L l�jj 00,g — cProposed Use Group: Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels f Floor Area per Floors ,°v' 'y- 3 Total Area s Total Height ft 0 4 Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization- TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property Hereby authorize &11;W vel //JI,� to act on My behalf,in all matte relative two work authorized by this building permit application Signature of er to 4 , as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury Print Name Signator of Owner/Agent ate Item Estimated Cost(Dollars)to be ' r:r Completed by permit applicant ZZZL ;1. Building p ZolD�000 A4o11XVaJ (a) Building Permit Fe qd 000 Gw&Z¢/7DA, Multiplier 2 Electrical (b) Estimated Total Cost of 4000 Construction from(6) 3 Plumbing Building Permit fee (,)x(t,) 0,008d0 oCC.S' 4 Mechanical(HVAC) OOo erg rano 5 Fire Protection a 6O O 6 Total (1+2+3+4+5) � Check Number -------j ,.;Y�3r` E t'; ; y.. .':: `[ Ihf,. n n qtr: L l! �.}""y G.Rr }Ra 'dYKj.ss.ti VU .iit �°i �S ? stn ti;,r Y 5. ,7.'10yx ¢ mr;�..A ' �. s s `-; ,h: .<,t..: Y i•t'' ! _ Tz..�Kryh-a, ../'Jtj?., �.+.: -ts ',�2.t �'.. NO.OF STORIES SIZE BASEMENT OR SLAB ~ SIZE OF FLOOR TIMBERS 1 2ND 3RD SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE XAORTH Town of . Andover No. LA O over, Mass., C OC MICHE WICK RATED PP�,`�� 7 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT s+�.. �ck►gE ...I..Q0 Ole.14 .flu 4��,eD..4�•.r c. i0... . ... .�rZN4',,,.•......... Foundation i has permission to erect.'... �.!�-.......... buil mgs on .........64.... �! ...Ski. ............................... Rough to be occupied as.0FtL.;dc.. F?..dtrA&aKT . *_NWu�...4 ..�.Z Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS CO ®L ELECTRICAL INSPECTOR Rough .............. ... ................................................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. J/r�s �arnonan.�ueall! o� ll'irs;ar/uaella BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 023647 Birthdate: 04/2711953 Expires:04/27/2002 Tr.no: 19955 Restricted To: 00 ANTHONY C DIDIO 549 WINTER ST 'S' ! N ANDOVER, MA 01845 Administrator Town of.North Andoverof Na TH ea O Building Department o I 27 Charles Street * _ North Andover, Massachusetts 01845 1� � � cec.uc..rwK• 1' � � (978) 688-9545 Fax (978) 688-9542 R,TtO �SSAC pdU`��� i i j DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 s 54, and a condition of Building permit# the debris resulting from the work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL cl 1, s150a. The debris will be disposed of in/at: Facility location igna ure of plicant Date NOTE: A demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. 3 10/13/2000 13:07 19789753987 LANDMARKINS PAGE 01 ACOREA CERTIFICATE OF LIABILITY INSUiDTEIMWD aDa • PRODt�ER THIS CERTIFICATE 13 ISSUED AS A-MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Landmark Insurance Agency, Ina HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 198 Massachusetts Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, North Andover MA 01845-4190 COMPANIES AFFORDING COVERAGE Landmark Insurance Agency, Inc COMPANY 978-688-81329 PaxN..97Q-975-3987 A National Grange Mutual INSURED COMPANY Angelo C. DiDiO Building & B Guard Insurance Group Realty Inc. COMPANY Didio Construction Corporation G PO Box 395 COMPANY North Andover MA 01845 D COVERAGE$ THIS IE TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE MEN ISSUED TO TME INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIDED HEREIN IS SUBJECT TO ALL.TNS TERMS, EXCLUSIONS AND CONDITIONS 01=BUCK POLICIES,LIMITS SHOWN MAY HAVE MEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MIWDDIYY) DATE(MWDWY) GENERALIRMINTY GENERAL AGGREGATE s2000000 A X COMMERCIALGENERALLIABILITv MSF56166 04/30/00 04/30/01 PRODUCTS-COMPIOPAOo $2000000 CLAIMS MADE a OCCUR PERSONAL S ADV INJURY $1000000 OWNER'S d CONTRACTOR S PROT EACH OCCURRENCE $1000000 FIRE DAMAGE(Ally Qm Ire) $50000 MED EXP IAm elle pewen) $10000 AUTOMOBILE LIABILITY A ANY AUTO M9F56166 04/30/00 04/30/01 COMBINED SINGLE LIMIT $500000 ALL OWNED AUTOS X SCHEDULED AUTO$ BOOILYBWURT s (Per 0&10^) X MIRED AUTOS X NON OWNED AUTOS BODILYI IJUIY = (Par 896166" PROPEM Y DAMAGE GARAGE LIABILITY AUTO ONLY•EA ACC_NOENT ANY AUTO OTHER THAN AUTO ONLY; EACH ACCIDENT S _ AGGREGATE s EXCEBSLIABILITY EACH OCCURRENCE $1000000 AX UMBRELLAFORM CUF56166 04/30/00 04/90/01 AGGREGATE s OTHER THAN UMQRELLA FORM S WORKERS COMPENSATION AND WC STA OTH EMPLOYERS'LIAWLITY IER EL EACH ACCIDENT $500000 g THEPROPRIXECt INCL ANWC110515 04/30/00 04/30/01 ELDISEASE-POLICY LIMIT $500000 OFFIPARTNERSJEXECUTNE OTHERARE: EXCL EL DISEASE-EAEMPLOYEE s 500000 OTHER DESCRIPTION OF OPIRATION31LOCATIONSNIIHICLES/SPECIAL ITEMS Rot: Facilities Management Chancery, Arch Diocese of Boston CERTIFICATE HOLDER CANCELLATION ARCKDI I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 2121 Commonwealthh Ave Arch Diocese of Boston -LO—BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Boston MA 02135-3193 ND UPON TN P ,ITS AGENTS ORREPRESENTATIVES. EP q e ranch Agency, Ino ACORD 25.$(119'3) ACORD CORPORATION 1906 I/IC UL)III/IIUIIWGd1lI1 UI /VWOOdl.7/UJCIIJ Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity m an employer providing workers'compensation for my employees working on this job. Company name: /�i1_2`/O L1l�Si�TTd� Address 5'y 1f L•/1_ //Z/-p S/� City: /00 /, �D./ �A Phone#: Insurance Co. Policy.# Company name: Zzazalor-i Address -City- Phone#: Insurance Co. Policv# railure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.Oo and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify under the pains and penaltiesf pe 'ury that the infonnation provided above is true and correct Signature Date Zoe Print name ,f( !� /.0/� Phone# _d Z Official use only do not write in this area to be completed by city or town official E]' Building Dept QCheck if immediate response is required Building Dept p Licensing Board E] Selectman's Office Contact person:_ Phone#: E] Health Department Other FORM WORKMAN'S COMPENSATION (� 3b 06141 C. a Zr ,1w.p, 4 n4' cqk`�C'Ei I NOW n• ` i r I i O II err, 11� a - - true• fir+ i I i��ll>•R�1�1_/A 'Amon- jib on w �� s� >a z � ��� , � �� �� Town of North Andoverof Na DTH t 6 N. yt �� sa O Building Department o 27 Charles Street -V North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 °4 `°` 7 °R'7la�va',t9 �SSAC}1U5�� DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 s 54, and a condition of Building permit# l0 2 the debris resulting from the work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, s150a. The debris will be disposed of in/at: Facility location na `re of Applilq6t j � ► v 2�--0 Date NOTE: A demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT PHONE ,"-'A'SSESSORS MAP NUMBERLOT NUMBER 7 SUBDIVISION LOT NUMBER STREET XI AXI-0 STREET NUMBER OFFICIAL USE ONLY RECOMMENDATIONS OF TOWN AGENTS DATE APPROVED CONSERVATTON ADMINISTRATOR DATE REJECTED CON*AENTS AW/ L� J DATE APPROVED ��/J le� D TO"PUNNiEk DATE REJECTED CONMIENrS /7�� �`� E - ZOO 0 s DATE APPROVED • FOOD INSPECTOR-HEALTH DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVEWAY PERMIT / l U DATE APPROVED v FIRE 1521ART11MY DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE / /-/'7-y 6 /z/aN° 2725 Date.... U NORTq °�t�``°;•�"a TOWN OF NORTH ANDOVER p PERMIT FOR WIRING SSACNUS� This certifies that .. T r /��/u / ( rrrt _ l !1C has permission to perform I I '1.f 'J wiring in the building of......J .............`..!....L.n....I ....C.V!.w.............. i+ at 1. 1.. ,(✓�0.t.✓�....... ! ....,North Ando y Mass? 0 Fee �7i .o1X�Lic.No�`/.� .:�5 ........ cr�....... ELECTRICAL INSPECTOR � Check # �� � v WHITE:Applicant CANARY: Building Dept. PINK:Treasurer JIMW1V11VUJVWtALlt1t/1'MAN4(Li(/J�IIJ' Office Use only DEPARTA�7V'fOFPUBLICSAFETY Pemtit No. � 7 q�t5 k BOARD OFFIREPREVEM ONREGUMMAS527CMRI2:OD Occupancy&Fees Checked VAPPLICATIONFOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date /1/2/G7OG Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) G �; 5/• — Owner or Tenant Owner's Address Is this permit in conjunction with a building permit: Yes ED No M (Check Appropriate Box) Purpose of Building C�C/�c�G`� Utility Authorization No. _ Existing Service Amps / Volts Overhead 1:3 Underground No.of Meters New Service ��. Amps / Volts Overhead M Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work i✓ �r�i-- R v c� - No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool AboveBelow Generators KVA ground ound No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices ANo.of Dryers Heating Devices KW Local 0 Municipal Other Connections No.of Water Heaters KW No.of No.of _ Signs Bailasis QNo.Hydro Massage Tubs No.of Motors Total HP OTHER InstrarxeCaAaage Rim"iothem4zwx tsdNbssadiseusGaxralLam Iha%,eaastatIiabt7dyhrePohcyutigGmiplCaeagea&�stk >fiale4twa{at YES NO Ihaw subrikedvalidproofofsatretothe0ffim YES U NO � ff}ouha;edvdWYES,plea9enha*the4peofcow-agebydmktrgthe INSURANCE BOND OUi R M (Pleaselpectfy) Eviration D WtYicTaSham 1� 7i ZoUU Esti ValuecdMedncalWorkS � Raft Fatal Sighed undertm v� �— FIRM NAME Lioa>s� -Grier `i ✓=, u^ Ste= „_ Lioa>SeNo _ Business Tel.Na 9, � y�l'-z'J/CYC Alt Tel Na OWNER'S lNSURANCEWAIVER;IamawarethattheLimsedumnot staatoe ortls >;rair as and ff"sigtt Mmunthisptsap kabcnwa*A4EsthisrMP'"Tl I � ,C¢ �L (Please check one) Owner F-1Agent �(/& Agent Telephone No. PERMIT FEE`` �, Design PArchitects Inc. Three Washington Square• Suite 400 • Haverhill,MA 01830-6139 • 978*372*9400 • Fax: 978*373*6779 February 22, 2001 North Andover Building Department 27 Charles Street No. Andover,MA 01845 Attn: Robert Nicetta Re: ,St. Michael's Church, 196 Main Street,No. Andover,MA `DPA Project No. R99-9-128 j 1. Just to note progress is slow on the project.They are dry walling the walls,retrofitting any framing that isn't quite right in order to attach the dry wall. 2. The contractor is continuing to block up all openings to the main church level above;he has corrected the corners you requested at the column. 3. He has put in the 8"CMU block wall opening back to the boiler room and electrical room as part of his work and is using double 5/8"fire code dry wall along that wall. 4. For the most part continuation of HVAC,insulation and electrical roughing is still going on.Most walls have been insulated and all openings are being fire proofed. If you have any questions please call our office. Respecully submitted, DESI PARTNERS ARCHITECTS,INC. Angelo P o ze li,President AIA/NCARB AP/bc/Town of No.And./corr. D E C E E F E B 2 6 2001 BUILDING DEPT PRINCIPAL * ANGELO PETROZZELLI AMERICAN INSTITUTE OF ARCHITECTS d-2d-2001 4:23PM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 2 Tfi*e WashingW Square—Suite 400 Haveftff.FAA 0183 -6139 DESIGN Phone- 97M72-9400 Fax: 978-373.6779 PARTNERSHIP ARCHITECTS, INC. ftx To: Mr. Tow Mi o Franz Amelo Petrozzelii HAND DE.IZ1IIiY±t} TO ISP,. DiDIO BY DOR9M, with - s Fax. 978-686--5408 POOes. this page c/o t- Michael PEUR_ Ptom 978-686-4050 : 04/24/01 4WKeyes, W. Tcm Ipglitto Re: Ruble Wall CQ _ DM Mari44UW -Peter �nsp./N°sto ❑urgent x For Review 13 Pm Comment �l P1�a?.e ,t4 gy •And- •comments: Tony: Confirmingmy conversation with you today around noontime, it has been .requested by tiie Building Inspector, Mr. Robert Nicezta, that in. .9rder to inspect the rubble wall.at the site the concrete fo=s would have to be rtwved and a safe means of entrance old have to be prpvided for ham to Make the inspectie-ft of the rubble wall. Rather than. go . 5nte► further disc' ssion about this, please accept this.fax as cQpfixmatien of the request by Mr. Nicetta, 'as mentioned above. If yQU should .decide 'to. lace the concrete; you are doing so at your amrisk. Therefore,-as as ar tect on the,.eject representing the Archdiocese of Boston. and St. MidiAel. ?arish, plqasq know that yoti will force us to notify yoLw banding cmp&W t o be invvolxied in the Impletion of this 1 ra to deliver this to DE C Z _E Uj thy you persarta3:Iy to ensure that yo7u have b onied:of this' matter. If you have any questions please APR gl.m� .. tely°. We will 'await .a reply by day's end today informing regar t actiori you 'are plarxd% to undertake. BUILDI retrozzelli but not read/k ' ~E I C4 V - 02C � r �� ' `� �t'i� .-. i.,..w-��- _.t .,. ...� _ d-2d-2001 d:23PM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 3 r o Nee Im FIELD REPORT a—"-- n Project Na PROJECT SL Memel Church DA'T'E Apra 19,2001 WI&XIVER 1'tly Sunny,A40's LOCATION North Andover,MA CONTRACTOR DiDio PURPOSE. A site visit wag made to the rcfm-=d project to assess soil bearing conditions and irnpmvernents. The supportive soil structure skmg the rear portiDn of the footprint was revisited by the connector. 'lite groumlwater was maim auted below construction tion grade so as not to kMwt the knpmvetnems to Six hearing strata. The beating areas of cone(see UTS study report bated 4-16.01)were taatd-c=avatcd to semOve soRtweakoned soils from the footing zone of inlluem and at the immediate underside of the outside edge of footing. The excavations penetraW the anspoct soils to expose a dense bearing soil structure comprising glacial till situated at depths ranging between 3 to 7-itches,and several.lateral incites at the underside of Sooting, the unsuitable soils were replaced via tarupb*%-imh crushed stow into th cavities tbaeby creating a dense mm of supportive soil amemre. Following our review of the irnprovenwnrs made_dtc tearing cubgradcs should be considered stsbte aM sukoble For structural support. Comment We higbly nmmmend itmnediM backfilling of footings,to the cam practicable.to prevent ponding of water collection in the low-lying areas,and to maintain the stability and competence of the moisture sensitive glacial bearing Wits. Sbouid youUve any questions or"quire additiond wsistaimr,pi i n-do not ltositsie to contact our office. Very tr*Yours. UTS.Of massailemb,(ter. John C,McCwthy Staff l;nginwr 6 Rlchanfton.Lan®, 8tendwm, Massachusetts 02980 (781) 438-7765 Wax (781) 438.6216 Bee ED V 4 ao;j 4-06-2001 2:43PM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 2 Design Partners.hipArch i Three Washington Square.Suite 400 • Haverhill,lMA,01830-6139 978*372*9400 Fax: 978*373*6779 April,6,2001 DiDio Builders PO BoX 395 No. Andover,MA 01845 Attn: Anthony DiDio Re: St.Michael's Basement D.P.A.Proiect No.R99-9-128 From what is understood,since Toth Ippolito is.the only person in possession of the UTS report, it is a negative report for placing the concrete. Therefore, if you are placing cont rete today,4/6/01,you will be doing so at your own risk. Respectfully submitted, DESIGN PARTNE ARCWTECTS,INC. Angelo Petrozze t, resident ALVNCARB Cc: P. Silva T.Ippolito R.Nicetta PRINCIPAL ANGELO PETROZZELLI AMERICAN NSTITUTE OF ARCHITECTS r f.WM-'A TTT A AA - o ;: r z 77 -�i �� �, cn AV CA co 77 is oil 2-12-2001 12:29PM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 1 Three Washington Square-Suite 400 Haverhill,MA 01830-6139 DESIGN Phone- 978„'72-9400 Fax: 978-373-6778 ARCHITECTS9 INC. To: Robert Nicetta From: Angelo Petroaelli Fax: 688-9556 Pages: 2 Phone: use: February 12,2001 Re: Sketch—St. Michael's Basement CC: ❑ Urgent X For Review D.Please Cammeett D please Reply El Please Recycle • Comments: Dear Bob: Please review enclosed sketch for possible relocation of door. Thanks, Angelo Date. .- 0 R T h Of o? TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION h SACHUSEtt This certifies that . . . . . . . . . has permission for gas installation . . l . . . . .. . .. . . .. . in the buildings of �l at . . c/G f�!�����. . . . `-. . . . , North Andover, Mass. Fee. �.O . . Lic. No.J-.L.�.� YGAS INSPECTOR r Check# 7 r.-i t- 37 j MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) ti • R�D�✓�iQ ,MA Date 7 o��S= It/ Receipt# Permit# ✓? �DS Building Location /Vrp .41,6) CST• OwneesName DOSE UF' �GLSJa� r. Map: Lot: Zone: Type o�OccLpancy �s h'GiC New ❑ Renovation ❑ Replacement❑ Plans Submitted: Yes❑ No ❑ Fee: m y D: U1 YW ¢ y N H H U z F ¢ W ¢ N ¢ O ¢ N x F (� W ¢ O 0 0 ►' x N 2 J H W ~ Y a Z g ¢ Q O W Q ¢ ¢ z 2 O Z W Cr m N F W W O O a OW ~ m ¢ 0 V W x y z Q m O ¢ > w W y� y N Z Q x ¢ ¢ W ¢ H O F x V' H z J H Z W W O O > U. H W J F W z a w _ a ¢ > N m z o zo y x Q W > ¢ W mn Z Q ¢ Q Q O O W ¢_ O W .- ¢ x 0 is xLL j 0 ¢ > c o. F O SUB—BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR 7TH FLOOR 8TH FLOORwi Installing Company Name CIemenzi Checkone: Certificate Address Plumbing & Heating Inc. aL-Corporstion /f�� EstimateValueof Work: 141 Orchard Street ❑ Partnership Business Telephone rie ,� MA 01M (3 Firm/Co. NameofLicensed Plumber orGasFitter.1&)),D c e�246/.,'--i )ZJ INSURANCE COVERAGE: I have a current li ility insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes No ❑ If you have checked yam, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Checkone: Owner❑ Agent ElSignature of Owner or Owners Agent I hereby certify that all of the details and information I have submitted(or entered)in a ve application e e and urate to the best of my knowledge and that all plumbing work and installations performed under the pe i ued for this f 'on I ' compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of a ral By Type of License: Plumber Signature f Licensed Plumber or Gas Fitter Title G fitter aster License Number VOr City/Town Journeyman APPROVED (OFFICE USE ONLY) �. � BELOW FOR OFFICE USE ONLY FINAL mSP■ctN SKETCHES ° ` " PROGRESS ICTI N : FEE No � w APPLICATION FOR PERMIT To Do GASFITTING . y - - - : NAME a TYPE of BUILDING . ' LOCATION OFBUILDING \q» � PLUMBER on GASFIT,ER LIC- NO. PERMIT GRANTED \d DATE „ , asmsPECTOR . �y; f TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER.S8 � DATE ISSUED: SIGNATURE: / 0Zad=ZAQ0 .� Building Commissioner/lEgmtor of Buildings Datc/ SECTION 1-SITE INFORMATION 1.1 (Property`Ad�dre�ss: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number v ' 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide R 'red Provided Required Provided ® 1.7 Water Supply M.GL.C.40. 54) 1.5. Flood Zone Infomation: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rn 2.1 ONkner of Record \ \ \ Name(Punt) Address for Service: Signature Telephone 2.2 Owner of Record: Name Print Address for Service: O O Z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES. goo 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 1�� `j , t =�i jL� 17 O License Number Address 1 _ 1^1^ �()C^ D Expiration Date o1 ic Signature Telephone rM 3.2 Registered Home Improvement Contractor Not Applicable ❑ �.- Company Name M C Registration Number ,r,1 Adarass,-k� Q— V r ^ C Expiration Date f S n r Telephone Y/ d SECTION 4-WORKERS COMPENSATION(M G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......El No.......❑ SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL,US.E ONLY om leted by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)X (b) 4 Mechanical HVAC 5 Fire Protection /J v Nt a-LC)C.-5:1 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief V K�N�'�L �6���C`� C Print Name S'i4nat&e of Owner/A ent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TEVIBERS 1 ST2ND 3RD SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL,OF CHIrVINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE 11-02-2001 4:26PM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 1 I DesignPartnership Architects -inc. I Trate Wsabiag m SqU= •Suite 400•HavwhMa Mpg 41830.6139 • 978-372-9400 • Fax 978-373-6779 s E-Mail:DPAl 1 @a rjX0.cam November 1,2001 North Andover BuWing I)eparpmm 27 Charles Strew No.Andover,mA 01843 I Atm: W.Robert Nicetta,Building Inspector Mr.James DeCola,Electrical Inspector { I Re: St_Michael Basemag, 1%Main Street,No.Andover,MA D�ciau Partne�xhin Architects Inc Protect No 899-9 128 i This letter will serve as a clarification of DPA's minutes of October 17,2001,Item#44.1 regarding camrnents made by Mr.'Thomas Ippolito,Clerk of the Works.The comment was taken out of context by DPA as his notes were dictated to his staff and DPA was unclear about the rection being performed by the electrical inspector.DPA retracm the its ecu this item. Also,DPA will.have his electrical engineer review the electrical work and provide a final report as stated in the Mass Code 780,CMR 116 and 116.4 and wilt require that the electrical subcontractor add to 00nv neaM I through 4 stated in Mr.DeCola's memorandum of October 31,2001.Please find these comments attached to this letter for clarification of subject. If you have any other concerns regarding this matter,please contact the office. bmimd, DES1G P ARCHMCTS,INC. i Angelo dent AIA/NC Enc. Ce: Mr.Peter G. Silva,Assistant Director/Arch.of Boston Rev. Paul T.Keyes,Pastor/St:Michael Parish W.Thomas Ippolito,Clerk-oflhe-Works/St.Michael Basement project Mr.Don Marinelli, St.Michael Parish E j l PRINCIPAL • ANGELO PETROZZELLI • AMERICAN INSTTTITI•E OF ARCHITECTS . c10RTfy ®4 0" . O _ _- L over r( ®fro No. r8j o dower, Mass., COC MIC ME WICK �d ORATED p? C2 S H BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT..�..e e... .�. .�i �® .� � �O��Z Foundation DING INSPECTOR BUILDING . ..... . . . ................ ....... has permission to .:....... . ;C...... buildings on...........D..�.�...../�j .I..ti........ 1 Rough to be occupied as... dp T,. 0�4,*.4„0, .. �` Chimney provided that the person accepting th permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONT-iS Final LJNLESS~CONSZ'RLJCTIO ,�,'T, ELECTRICAL INSPECTOR e Rough ................. .. .............. ... .. ......................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. FSEE REVERSE SIDE Smoke Det. i� ` own ®f North Andover �,ORYy d Office ®f the Building Department Community Development and Services Divisi®n William.J Scott, Division Director 27 Charles Street �SSACHUS 978 North.Andover,Massachusetts 01845 Telephone D. Robert Nicetta p ( )688-9545 Building Commissioner Fax(978)688-9542 MEMORANDUM TO: D.Robert Nicetta,Building Commissioner FROM: James DeCola,Electrical Inspector RE: St.Michael's Parish Final Electrical Inspection DATE: October 31,2001 I am requesting that any certificate of occupancy for St.Michael's parish basement project be withheld for the following reasons: ➢ A letter dated October 17,2001 from Design partnership Architects Inc.to Reverend Paul Keyes,Pastor stated the following: o According to Mr. Ippolito I did not inspect anything on the project but reportedly just walked through the space and gave my approval. I am stating that this is untrue. During my inspection I walked around with the electrician and required the following: 1. That all panels be marked with typed directories 2. All lighting fixtures trims and plates be installed 3. All items on the electrical engineer's punch list be completed 4. A final report by the electrical engineer is due with his stamped approval of this project as stated in 780 CMR 116.0 and 116.4 Mr.Ippolito is not the assigned electrical engineer on this project,nor is he a certified electrical inspector and should not be evaluating what I am observing during my inspections by further questioning my duties. BOARD OF APPEALS 688-9541 BLTLDING..688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANTIING 688-9535 i �,rt�.er0 shi e itects Inc.Design- P11 .� 139 • 978-372.9400 « Fax 978-373$779 • &Mxi1:DPA �� Three WaehinStan Square •suite 400•HavabM,MA 01830-6 S October 24,2001 St.Michael Parish 196 Main Street : North Andaver,MA O1P5 A,ttn: Rev.Perri T.Keyes,Pastor , Field Visit t#45 Re: St.Klehalat Basearaxt October 17,2001 DPA Project No.R2L- $ Present at the meeting: St Michail Parish - Mr.Don Marin0111' St.Michael Pariah - W.Tom ippoUto Archdiocese of Boston - Mr.Peter Silva DiDio Builders - Mr.AntbM DMio Design Partnership Arch,. Mr.Angelo iwo;:2 U01 hod The purpose of this meeting was to discuss the following: 45.1 A Punch List was done today on the new addition portion of the building.There are many items of work to be completed. 4S.z ,DPA-will notify Mr.Nlcetta when and if an the major items are done then a minor copy of the Punch iist can be obtained and seat forward to Mr.Nicene so be can get a final occupancy permit. 45.3 D1Dio$ave DPA a copy of the building card with all the sigostnrts On'it It wasn't until today that it was finally complete for that portion of the job.'There is$a a number of items to be completed both on the new additke and on the existing basement. 45.4 DPA was given the change order by Mr.Silva which DPA will review,sign,and give to Fr. Keyes for his signature and then forward it to the Chan *W- est was Submitted and will be reviewed by DPA'and Mr.Silva.if it 45.5 An application for payment KtYm��it and forward it-to the Chancellor. seems in order,DPA will sign it and have Fr. There were a,nomber of items on the jilt from Heid Visit#44,some of which is already covered.in Na 44.2,stating that the pang contractor bas been notified that be is getting cracking in the pavement that was just instated and be must come back to address that. Fr. Keyes is unhappy with the grooves that are discoloring at the pavement bwt they will probably come back and repaint after they re-pamh all the tracking,wherever it occurs. 45.6 . The issues of Item 44.3 still erist. Mt: DW was given until next Wednesday to complete the punch list created today and all other iteral of the punch list by%W Wednesday,October 24,2001,st 2:00 p.lm- Vit is not done DPA will not sign any late"for Substantial Completion and'also DPA will forward to Mr.DiDi0 the requirements tot ciosing out a project of this m2gAft9&- 1 >✓M PxnvcPRINCIPALANGELO PETROZZE • AMMW INSTUME OF ARCHTTrEECTS 5;...,: .. "f0 GZl"—`t..`ieiv�`I®c�'�I rlvl'�——1'KUI�I�IJCJ 1 l`I V�YFiK 1'►e1C�CJl'lT�"-1"hT0 3/.3 O//y -F,-� Yre'r 45.7 Doorstops will be installed as requested by Mr.Tom Ippollto. Contractor will provide materials. There are it number of pieces of hardware that need to be readjusted and relocated due to the improper locking sidmtiolL In general we hope to.have all the outstanding issues resolved by'Wednmday,October 24,200 1. 44.1 Mr.DiDlo did not have his inspections completed as required by all partite. He had misplaced the Building Inspectors'sign-off card. The date was extended to Friday,October 12,2001. Mr.DIDIo said that the Electrical Inspector made inspection on tate building but according to Mr:Ippolito the Electrical Inspector did not inspect anything, He just wanted through the space and gave bine his approval Mr..Ippolito has at list of items that the electrical Subcontractor should be doing and has not done yet so even the inspection was made it is not acceptable. 44.2 The subcontractor doing the pavement was there this afternoon to try to complete his work, doing tht'detail requested by Fr.Keyes and DPA. 44.3 Mr.Nketta was present at the site and had concerns about owe of the woeicmanahip. DPA recognized this as an inane. He explained to Mr:DiDio that he should do his own punch list to reexamine his subcontractors who have done work before we do our review. He can do his own corrective work rather than as giving a long punch list. DPA gave Mr.DiDio until Friday,10/12/01 to compkle this work Mr.DiDio insisted that DPA do a punch list but DPA felt Mr.DiDio is not ready for that yet,especially since the punch list done a month ago on the basement still bas cot been completed. Once he feels be is at a reasonable level then DPA will advise Mr.Tom Ippolito to please start doing the punch list and DPA will coordinate with Mr.Ippoiito,but only after Mr.-DiDio Completes his wort, 44.A The electrical work has not been Completed in the basement or In the addition. 'There arc still a cumber of issues to be resolvai. DPA will Act do.a punch list until those items are resolved. 44.5 The Fire Inspector is scheduled to make its inspection on Thursday..DPA warned the Contractor to make stere everything is in operation,emerzemcy battery snits,etc...,and that ail those items are working because if they are rejected they may not be able to obtain another inspection for another month,so DPA gave fair warning for this work to be done. 44.6 In the meantime paving was continuing on the exterior of the building, There is a cumber of issues on the outside that have not been resolve& We cannot emphasise enough that the work must be done and that Mr.DiDlo must complete it. 44.7 DPA noted that they put the chair jail in those areas but did not put the panel moulding on the walls,so it looks unprofessional. DPA is emphasizing that that should be completed too. 44.8 It was requested that Mr. DiDio provide#30 wall door stops. 44.9 Completed. 44.10 Completed. 44.11 The thermostat is missing from the new storage roan. Please provide. 44.12 DPA forwarded Mr.Dibio'a information regarding the change orders to Mr.Peter Silva for his review and.preparation of a Change Order. Mr.Dino wanted to submit a pencil-copy Application for Payment. Mr.Silva ad DPA,will review it at a later date. 43.1 It was emphasized today that the inspections are very important to complete for the projects, N2 25 24 Date... ............ .40IRTH 0 TOWN OF NORTH ANDOVER 0 1 ' . 0 PERMIT FOR WIRING CHUS This certifies thatf'........:..... ........... .... ....... . ....................? has permission to perform ........................../.....`............................................ - ", wiring in the building of....:.........../............. Z ... at�7.&..... ..........................North Andover,Mass. Fee ... ..... Lic.NO ... "`r`............ .... .... ..... ..... ....... ELE crR ICAL INSP ECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK:Treasurer "IX -------- 7-he Commonwealth of MG-ssocilusetts Dcp-artment of Public Snfcty BOARD OF FIRE PREVENTION REGULATIONS 527 C?,!R 1--W 3/90 !-le h1-0 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed In accordance with the Ma—chuseru Electrical Code. S27 CMR 12:00 (PLEASE PRIIfT III JIT-% OR TYPP ALL I2,TFOR!-UTIO11) Date City or Town ofl. A4A)\91r To the Inspector of Wires: The undersigned applies for a pemit to perform the electrical work described below. Location (St.-eet & Number)-a. U t7a O.-ner or Tenant'('1`St Owner's Address-Ig Is this permit in conjunction with a building permit: Yes ❑ NO (Check Appropriate Pox) Purpose of Building__ Utility Authorization NO. Existing Service Asps Volts Overhead E] Und&rdEJ NO. of Meters New Service 6 -Amps ts Overhead W--U.d_?,rdEJ No. of Keters_.J Number of Feeders and A_mpacity_.J—A� Location and Nature of Proposed Electrical Work r C No. of Lighting Outlets No. of Hot Tubs No. of Transformers lot—al KV A No. of Lighting FixturesAbove In [] Swimming Pool grid. gr-nd. EJ Generators KVA No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units NO- Of Switch OuLlets No. of Gas Burners FIRE ALARMS tio. of Zones No. of Ranges Total No. of Detection and No. of Air Cond. tans— Initiating Devices No. of Disposals No. of 'feat Total Total Yum psLons 140. of,Sounding Devices No. of Dishwashers Space/Area Heating 174 NO, Of Self Contained — Detection/Sounding Devices No. of Dryers Heating Devices KW LocalEl Municipal Connf!ction1:10ther No. of Water Heaters KW No, of No. 0 Low Voltage IsiRns Ballasts Wiring It No. Hydro Massage Tubs No. of 1-lotors Total H? OTHER: INSUIRANCE COVERAGE uant to the requirements of Massachusetts General Laws ?7 t � iihave a current ti. lirtys Insurance Policy including Completed Operations Coverage o u bn 3 t n No _s YES tic 10 equivalent. YES I NO I have submitted valid proof of same to this office. it sub t n i I If you have checked-VYESplease indicate the type of coverage by checking the :,ppropr ate box. INSURANCE F4e1B'0_,iD OTHER 'R [] (Please Specify) OTHE Estimated Value of Electrical Work S Expiration _— -�t7.T Work to Start Inspection Date Requested: Rough Final---- Signed under enol s, o perjury- _k .i 1 RM NAME C, _LIC. N License Signat Address rIqd- 9. Tel. No. i c OWNER'S INSURANCE WAIVER: I am aware that the-Li ensee does of It. Tel. No.7;21L��Iv/6 5 stantial equivalent as required by Massachusetts C ve the insurance coverage or iTs7st_,b- _ application waives his requirement. Owner Agent Laws, and that my signature on this permit t (Please check one) TS—ig n-.—t_u_r._.f—0,,—.e-r—_.r—A g-en t- Telephone No. PERMIT FEE S .............. ............ DATE(MM/DD/YY) 00 7/ 17 COR PRODUCER (617)472-3000 FAX (617)472-7248 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 3urgin, Platner, Hurley Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 14 Franklin St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Quincy, MA 02169 COMPANIES AFFORDING COVERAGE ....................................i............................................4....... ............................................ COMPANY Trave' ers Property Casualty Attn: Patricia Campbell Ext: 619 A .............I................................................................................................................................................................................................................................................................................... INSURED Bell Traffic Signal Maintenance Co. , Inc. COMPANY B .......................................................................................................................... 41 Moore Road COMPANY C Weymouth, MA 02189 .............................. .................................................................. COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW•HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD. .............. INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ...........................................I................................................I.......I........................ ................................. ......................... .......... ....................................................... CO < POLICY EFFECTIVE 'POLICY EXPIRATION: LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE ........ $ 2,000,000 .-X ................. ................ ....................... COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ 2,000,000 ...................4.4....................... ..................... X OCCUR ... .......... CLAIMS MADE : �$ ...... PERSONAL&ADV INJURY ..... ........ ................................ 1,000,000 A jC00912016A 03/01/2000 03/01/2001 ..............%.............................4........ OWNER'S&CONTRACTOR'S PROT: : EACH OCCURRENCE $ 1 000,...000 .......................................................................... ......... .............................................. FIRE DAMAGE(Any one fire) $ 100,000 ............*...... MED EXP(Any one person) $ 5,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ .......... ......................... ALL OWNED AUTOS ....... BODILY INJURY X SCHEDULED AUTOS (Per person) $ A 810912K3357 03/01/2000 03/01/2001 HIRED AUTOS ................................. BODILY INJURY (Per accident) NON-OWNED AUTOS $ ...................................... ......................... ........................................... PROPERTY DAMAGE $ GARAGE LIABILITY :A -EA ACCIDENT UTO ONLY DENT $ ........................ ANY AUTO ......... OTHER THAN AUTO ONLY: .......................................... ..................................................... EACH ACCIDENT.$ .......... . .....*....... .................................... AGGREGATE.3 EXCESS LIABILITY EACH OCCURRENCE $ 10_0.00,000 ......_.................................................... . .................. A X UMBRELLA FORM UP9120171 03/01/2000 03/01/2001 AGGREGATE ...........................................: $... 11000,000 OTHER THAN UMBRELLA FORM . .... WORKERS COMPENSATION AND EMPLOYERS'LIABILITY x TQ LIMITS EL EACH ACCIDENT 500,000 A 07D015-9-00 04/02/2000 04/02/2001 ........... THE PROPRIETOR] .1 ........... ..................................... X INCL PARTNERS/EXECUTIVE ...... EL DISEASE-POLICY T LIMI ......................... 500,000 OFFICERS ARE: EXCL .................... : EL DISEASE-EA EMPLOYEE $ 500,0001 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS INSTALLATION OF TRAFFIC SIGNALS AND CONDUIT AT THE ST. MICHAEL CHURCH, 196 MAIN STREET N. ANDOVER, MA. ............ ..I. ..... . ........ ........ ..... ... ....... .I 4A' .... ..... . ......... ............. N. ANDOVER, MA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 27 CHARLES STREET EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL N. ANDOVER, MA 01845 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTIBP"L[ffA"CETA"N#jVTjN(;0 OF ANY KIND UPON THE COMPANY,ITS AGENTS ORI REPRESENTATIVES. tj 1, 1 AUTHORIZED REPRESENTATIVE Ned Platner By Xff............. ..... ...... r COMMONWEALTH OF MASSACHUSETTS DIVISION . OF ELECTRICIANS EGISTERED MASTER ELECTRICIA ISSUES THIS LICENSE TO "N, JOSEPH BELLOFATTO 319 RANDOLPH STREET \� ; WEYMOUTH MA 02190-1011 16204 A 07/31/01 739005 , Fold.Then Detach Along All Perforations f • 1 COMMONWEALTH OF MASSACHUSET115 4 EGISTERE OF ELECTRICIANS MASTER ELECTRICI ISSUES THIS LICENSE TO AN BELL FRANK TBELLOFq SIG M CO INC 41 MOORE Rd TTO - WEYMOUTH � MA 02189-2305 7591 A 07/31/01 .�' 738975 VMIT NO. AI'1'LICATION FOR PrRMI'T TO IAN DOVEIt, MA Z. RLCORUQI O\VNrNSIIIY i1ATL' BOOK ---- FACE Y NO. nt JUN IHV. 1.01"NO. — _ �o C1��� = 1` L50 `,,� r`` y i PIIKIK ISE()F III IIIIMN(; \ IQ F` F�2 J ITW F{�'L'�� I('A 1111N �t C11L�0.-- ��f ul q M�t� f Z slzF -7FZ5 YNER*SN (--A96 MIE )�).(>FSTI>RIES _ M(n (--A cls - 0L 13QA-"\ VIA:R'S AMMESS DASEAIEFrT CR SI AD Z1Zi Can, Ove tar, h4on M/� 0?-V► 5 �1�-b 2(1K 1•ECr'SNMIE •\ SIZE OF MOOR rIn11WHS � 1 �� � 2 ;�/ `�'2• ; A )�SI n ht! 1. l�r� eS T,,(- Q 7 )Ill>tR SN.A►Il ',1��� �fO�T'�(S �� SPAN U2 ISIANCE ToNEAREST0011 FNNGF)1►IFNSI(JNS(Y-SI1.I.S LfC u� 'E)R(1MSrREF-F C0 IxMLNSI0HSOFPOB-IS—T� OJ .!_1 _ � JV r Ml./ENSIOM OF GIRI)ERS/ r�IX'I�✓�r1 ti 'AIJCt FROn110i L11JES-SIDES Lis REAR .1\t, THICKNESS Z FR()FI'TAC r IR:ICAffoFI'IUNI)ATIt)N .� Y1��3�.I�k MP .KEA(f tor BIL,c y�erSt (� `� _ — j� . h SIR111.rNFIIiNEW —� , SFZEOFFtXIFIN(T © -3 X SISIIIIPINKiAf)Dli{UT1 �QS MArERIAI.OfCIE 04EY N S&IILDING Ak.TERATI(F1 1S bUIIJ)INOhN SOLID Ott I It.LEf)LANI) Sel o K'ILI911i11R1JGCoNF(JRMTOREQl11REMENISOF(tX* ISDUIrDINGCYN4NEC-lEf)TOIC) NWATER y�s 1)f NH00F AI'MAIS AM)".IF ANY IS DUILINNO C(N•LNECIED 1`010W"SENl:R N Q ISBUIl.IMNGCOf4NECILDTONAl11RAI.CASLINE INSTLI('IIONS 3. PROPER-1-V INFt►RAIATION IANI)C'0&r ESI.MAX;.C06T PAGE 1 FII.I.CAfl SEC"flf)NS 1-1 IMF.01 W.COGI MR SQ.Fr. ES1'.Mixt.Cf)6T MR KF K M EI ECrI(1C p1EFERS I WST DE(kl(XITSI[ ( Ol)l►DIIJ(i SEI9'IC PERMlf Wl A.CIFEDGARACiES WS)CftWo RF.F'FUS"FATE FIRE RE(AXXVI NS PIANS"JSTDEFILED ANF)AI'PROVEDQYMIII AM;INSPECrOR DFI11.111NGINSPECTOR OWNERS FFI.If C()NfR.TFI p EC 2 3 1998 -� C(WIR.FICN yl:NAl11 �.(>f tAVNF.R tNi AU 11KN(I ZI'D .LN � T I.C.1) Pf R?,III(MAN It1) `" 30 NI O a :RM1T NO. APPLICATION FOR PFRMIT TO 11U11,D1hA**"*A*NORT11 ANDOVER, MA ✓Ytfil. fnf.NU. I AL('pAitgl owit:151111• TATE BOOK — PaCE na pH INY.1.Of 1`10_ !] M 5L� ( 1 r f ♦11 I(AIRX( ,f1� Tom( -1 lr'lt� hIHM'tt6ttK Utnli>rNt: 1 OrN fY `�- u I�r���K 02`1 ZA F11Z�1ocoi42 41-*R'SNAAI[ � 1 } CI` O!- �QS��� 111). LY SfCMI!$ $�Z(: 1,5C y�TA- urs.R's,uu>,(�ss 2.iZ1 Cbmt'1 Qvt �� }c I\MA C) 13L IIASEMEHTORSIAD S1 p ST 1,5 CO T. ` ftImIWI,SMM �1 T-, � htI � �� � .�nL sr�cFrl-a�tFllu+rxs W 1 N 'Ar n(rl[tt'S)iWt ��� �ta r Lha- SrA►r 82 IS►AN(1RlNEAMSTDi111MNG IN1.1F)IMM5lFSILLS VfL �'7J/ �5 2 'E7=+tn►JsrRfr•.r G'n !_�•� "L �� pCAYT15ll1NSt�lY7B'iS�S. C� x w A►1['ttommIoruw-s-W*s �5 A" � i - f]WNSKM(IF 4iW)fRSf alb AIEAc*Icx 219M,y 1 fMJNTAC& ' ItEtl�iTt)'r(xuav(T►ow _ f. �"�.jC� T1UCKNESS s 1>.wl nt►,u r[tv► _ sl zr or Fo(rrt)i(, I * 3 W 1d t X �w�� SIMlNMrt;AIMxTItN �eS , h[ATERIV.(YUiIi*&YWA smom""aALTERATKIN )SBlkllliMlfklSOl.li,[11l)NI.tn1AhM) 161 i K`ILI B(KL111k+GCQdF4PM7YNCEXjt110.EME►!1'S()F(�OrIE Yt'�5 ISNI1MOItKiC11NNECiEf)i()l!)[M4IWA7ER �es t IN KRD()f AMCACS ACTKkk IF ANY IS ous igw cnNNECILY,'Il►TOWN Sf WLP Is,3[r1�,rlu�cccara+Ecz<aT�r1�w�1�I.c�Asl�rrE �e5 - 4NSI11i'l-WNS 3.PRMEWAA FORALATION IAND[QSl' ' I - 1 dl.lxw C7)ET / 7y0 P4Gk 1 FILI.J1RS£C►►1,►IS1.1 M.DI-1 Ah CMI PERS().>f.. E5T_DtOi.[.'G6f I' Ittt(*4 E to F((RMC AIt r E 0.S tiA)SI t)E CIN inf►Sli)E(3F fl(ffI l)1 Wt; SEI 7►C PE HAIL f►I( WA ) ACtrr l)GMA(ESMISTC17iFORFt r))SiA7>t fIPFIke:(1(.All(aN5 c nANSMA1pTDEFN.EDAM7APPP()vEDttYfR1111)1NMi1NStEC�[7t a ImAtim.wsp r rm d �D IM►t FII fl) [TJMERSTEA.11 f7 N � # (Zlrml.t►iY 0�,5— coSi "All i(lF.<0(tWNF.R t,it At i 1 I k rt 1 ZN)A(7t1TI W O) lk1. OO — ri V1 1 ,-23-1998 9:SIAM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 1 Design PartnershipArchitects InC. Three Washington Square Suite Opp Haverhill,MA 01834-6139 978*372*9440 Fax: 978*373*6779 November 18, 1998 Town of North Andover Building Department 146 Main Street North Andover,Massachusetts 01845 ATTN. Mr.Robert Nicetta,Building Inspector RE: New School St.Michael's Parish—Worth Andover,lM?a. D.P.A.Proiect No,895-9-126 Dear Mr.Nieetta, Design Partnership has been involved as the Architect with the design&construction of a new elementary school at Saint Michael's in North Andover since Sept:95. Design Partnership signifies that, in accordance with Mass State Building Code 780 CMR Article 116,and to the best of our knowledge and belief the new elementary school has been eonstructed substantially and in accordance with the plans and specifications that have been submitted to your office. Furthermore,it is also DPA.'s belief that all codes&requirements have been met. If there is any other information you rewire,please call us at our office at the above number. ^w R esly, O A �Xit �$o ' Li,President iil ARCHITECTS,INC. e �t N 5 Cc: Father Keyes& Bill Hogarty Peter Silva&David Jones John Meier&Al Dumont a Pax t�---- Ben Lanni—Fax Pat Saitta File DEC 2 3 1998 AP/kalStMichaels.Corr- 3 0 ""Ll r%Tf1 V T i'. OL-Mn77rT r s A MPRIC,AN 1V.1;TiTi JTV,OF ARCHITECTS 12t-23-1998 9:51AM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 2 r ENGINEERSI C DESIGN CONSORTIUM 15 LAWRENCE COURT, WILMINGTON, MA 01887 (978) 694-9669 FAX (978) 694-7679 Town of North ,Andover Building Department 146 Main street North Andover, Massachusetts ATTENTION: Mr. Robert Nicetta - Building Inspector REFERENCE: New School St. Michael 's Parish North Andover, Massachusetts E.D.C. PROJECT #9.80,03 FINAL INSPECTION AFFIDAVIT - ELECTRICAL in accordance with Section 127.0 of the Massachusetts State Building Code, I., Ernest S. Durb being a Registered Professional Electrical Engineer, hereby certify that to the best of my knowledge, the above named project was constructed as per the applicable drawings and the Massachusetts State Building Code. I submit that the project has been satisfactory completed and is in readiness for occupancy. M9Ss f� ., a ERNEST �'�,, Ernest S. Duda ,P.E. #24,558 S. ENGINEERS DESIGN CONSORTIUM U DURB H No, 245580 � n cr+ r cYt � c. n 0R r1P� FCfi 4 (11Ua ! FN f; 1NEERS 12-23-1998 9:52AM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 3 Arm CROSSFIELD ENGINEERING, INC 65C$NYIkAt$TREXT•GEORGCTQWN.MASSACfiIJSrrMOI$�3 ir(9781332.6207•PAX(978 352•T963 November IS, 1998 Town of North Andover BuiEtl3rig pepaunent 146 Mein Street Nonh Andover,MA 01845 Atta. Mr. Robert Nieetta,Buftmg Insptor Rc: New School St.Michael's Parish-North Andover,MA RVAC AND PLUMING AWMAVIT I h=by ca dfy to the best of my knowledge,information,and W4 dist the HVAC snd PLUMBING work dome on the builder located at MAIN START, TOWN OF,NORTH ANDOVER called ST.WCHA L'S PARISH SCHOOL, built WgVALSH CONSTRUCTION, as shown on the HVAC AND PLLWD* plum drawn by CROSSFIELD ENODME ; O, INC., Reg. Eng.No.8546.dazed May 11.1999, has been done in conformity with the above- n=tioned plans. INs certification is based on regular inspections WWch I made of ft site while the HVAC AND PLUMBING phase of the work was in progess. signed By:11 Ahlu-,—j= Stamped Ste. rF 12,23-1998 9.52AM FROM DESIGN PARTNERSHIP 1 978 373 6779 P. 4 FROM Bersma.n & Associates inc. ppo,: N0. 973 374 8285 Nov. 20 1996 11:35W P1 .Bergman & Associates, Inc. Engineers 20 Washington Street Haverhill,1v1A LISA 01832-5524 Tel. (978) 372.1125 Fax (978) 372-1130 November 20, 1998 Town of North Andover Building Department Robert Nicetta, Building Inspector 146 Main Street North Andover, MA 01845 RE; New School St. Michaels' Parish - North Andover, MA D.P.A. Project No. R95-9-126 Dear Mr. Nicetta, Bergman& Associates, Inc, has-been involved as the Structural Engineer of a new eiemeattary school at Saint Michael's in North Andover, MA. Bergman& Associates, inc. sigctifies that, in accordance with Man Stats Building Code 780 CMR, Article 1:16, and to the best of our knowledge and belief the new elementary school has been constructed is accordance with the platy and specifications that have been submitted to your office. Furthermore, it is also Bergman&Associates belief that all codes and requirement have been met. Respect€hily, BERGMAN & ASS ES RIC:IARDI�IA `G; +r ARUOLD sm ril Richard A. Smith 4 `=' BTIa''=MIAL hoc. 31824 Senior Structural Engineer � ; ':t, �;.� �� �?YY•v 4'3`�.yi WAL S H Engineers and Contractors 150 Hampshire Street Cambridge, MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 November 18, 1998 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta, Building Inspector RE: St Michael's Parish School 80 Maple Street North Andover, MA. Dear Mr. Nicetta, Walsh Brothers Inc. has substantially completed the work at the new St. Michael's school located at 80 Maple Street in North Andover, Massachusetts. The purpose of this letter is to certify that this project has been completed in accordance with the 611' Edition of the Massachusetts State Building Code and Article 116.3. The work has been completed to the best of our knowdge and belief in substantial accord with 780 CMR 116.3 items 1 and 2 and that there are no deviations noted. Please do not hesitate to contact me with any questions or should you require additional information. Very truly yours, WALSH BROTHERS INCORPORATED Alain Dumont Construction Superintendent license #057275 cc: Bob Cox, Peter Silva, Angelo Petrozzelli, Father Keyes APPLICATION FOR A PERMIT TO INSTALL FURNACES, BOILERS, ROOF TOP UNITS, AIR CONDITIONERS, EMERGENCY GENERATORS rc 1957 TO THE NORTH ANDOVER INSPECTIONAL SERVICE DEPARTMENT The undersigned applies for a permit to install the following at: Location L��uL �� C`\'l Owner of permises1 // Address Name of mechanic L yn�a � 63 Address 18b Building occupied for C lkR( 24' Material of building Kind of fuel (�' — Chimney No. of flues Size Chimney Thickness Lining If steel stack location Diameter Height DESCRIPTION OF HEATING APPARATUS Kind of heater How many Make BTU Input Location in building Protected against fire as required How protected See the State Code (Pertaining to Chimneys, smokestacks and heating apparatus). ROOF TOP UNITS OR EMERGENCY GENERATORS A Make �� c Weight Dimensions Length Width Height Location in buiding 46 0 0 How supported Size of roof timbers Material of roof timbers Span of roof timbers Distance on center Protected against fire as required How protected AIR CONDITIONS Kind of apparatus Make �s�lz e _ HVAC FORM REVISED 316198 =Pa-4 DES1,2N Fl--,T T^,EF?S'-,SIF' ? 978 273 G'77E? P. 7 Three Washington Square"Suite 400 Haverhill,MA 01$$0•G1-9 � DESIGN Phone: 978-372-9400 Fax; 978-373-6799 ARCHITECTS, PARTNERSHIP Fax �- To: Mr. Robert Nicetta From. Angelo Petrozzalli/k No. Xffdover Insg-e—ctor Fax: 688-9556 Pages: four Phone: Date: Re: CC: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 PIease Recycle e Comments: Hi Bob l Please £fnd to follow Al'A Doctxnient 0704 , Certificalon. of Substantial. Completion. The original, will follow in the mail.. if you have. any further questions Please feed, free to call. Thank. you. Angel.Q/kp 10/13/99 10:32 TX/RX N0.6841 P.001 9.2S_A,n;P FP014 DE G"J F'4PTt-.E- '&Lq P 977.9 P. 2 Card!acaltion of 0WNFIR r Roman Catholic Are fOwsai ARCHITECT f rleaigm P9gagal iR Arahl substantial Completion Ca4N7RACTOR Walsh Brothers. W AtA Document 070*- FIELD [ Vectronle Format OTHER [l Tw oocL?4ENT Has lbwaTAt+T LEGAL cONst QtmnsCW,C0N6ULrAr1VN Wart AN AT TORNEr is ENCMWACEO V.,=R.68PE{G C m ti's Ct MVLEn0N Ott MODIFICA'rnQ*I. Ai rd 1cATION of 1 fits £t CIS1C7NtCAl f.Y DRAFTED :SIA DbCUMEN t MAr ft MADE AX'U 8410 .AIA DOCtJMI1`1't'04Qt. PROJECT'; PROJECT NO.: (JVeras eNatvdd�vtt) CONTRACT FOR: St-MkIl aet's Pariek_SChv4J St hhNdamrl�s Aa.�.Jr Church AndGXiLTs?A CONTRACT DATE: AM:U 21-.1998 TO OWNER: TO COtd'l'RA.CTM, (Nam#and oddrrtr) R (Nantr andaddroasj 2121&ommvUMUd AM, WaYs�- j{rorhara.IrsC. y-hF taL MA-92M 1 0 [VS F�famneh{tt Ctrwf — - Cambridge.MA 02134 DATE OF ISSUANCE,: SMMMbes 29.1949 PROJECT OR DESpUNATED pORTIOt+t SHALL INCLUDE: The Wank perfar=d under this Com=t has beet's-reviewed And found,to ttte Architect's best knowledge,infinmiatian and 1+e.IK to be substantially complete, Substanti,3l Completion is the stage in the progress of the Work when the Work or d owgnated portion theread'is sWSciiezdy complete in accordance with.tbt Conn= Do =vats so toss Ouuer gall ot.capy or utilize the Work for its intended �'TTte data of Sabstamtiai Compledon of the Project or portion theTwf desipated above (s heraby established as �,which is also the date 01 co MW=Mttt of app It-MramCats required by tht CoDocuments.erupt as stated below A list Qf iwisis to be completed Or rarreeteel is attached bar ure to include arty items on welt list does mot slier the responsibility of the Contractor to COMPlete all Work in acro a Contract Documents. ARCRITECT Y A?T8 i The Contrseoor will eoruglete Or vvrraat tate Work ort d w list of items attached heron with= 21 day's from the abmv Dale of Substantial Cssrngletion CONTRACTOR BY 0ATE' The Owner accepts the Work or designated portion thereof as snbstanually complete and will assume full possession thereof at ,%M(tune)on. Scut=abcr 29,1999 (date). OAR BY DATE ALA DOCUNJENT 0?04-CERTMCATION OF 8U BSTAN7tAL COMFLETLON-IM FZMQN-ALA-COFYFUGHT 1492-THE,WERICA N INST1 U M OF ARCMTEC1`F..1,M5-IEE YORK AVr.N P,'t•w,,WAsxnvOTON,nc.,2000a.5292.. WARNING-, tar p owmvyr4 vkAu s V.s.arpy &Eats and is wojaa to 4egt pc mmmUo.'Chia ao�ent Wal 610M t:tdlyy produmd wiih p=dm m of the ALA sed nae be reproduoal wimom maluion until Vx dot+ofa�yr on xx opted beiaw. F.leci;rottie Forrna{t 0704-1992 User Document.- CHURCH--511JI999.AIA License.Number 110442,which expires on W=1889—P290 01 i 4oz 17 R� 0i �titfOrRC 10/13/99 10:32 TX/RX N0.6841 P.002 9:3GAM, F7RD,A, PAPTf°„4 PSHI P I D S 272 877.9 F'- The revaas�NUties of the Owner and the Contractor for security, maintesla w, gnat, x*ll ies,, danuW to the Work and irmutattoe ( be an tbuowa: +i {jJq}�..Otiwr'r a Cownactor's 1.gaJrn+d imswa�+�a aeunsei should dswrmti,a and rsv[ew inauranas m"40*"r 4nu and ccnwrage.) I k� I i sI E i E f 1 i t i I i f i . I ALA DO(.'T MEMIr CMM-CERnF3CATlON OF SU BSTANn-L 00i12FLS77ON,,1942$'OMON-AIA-COPYRtMM 1992-THE AMERICAN NI STITCTIE OF ARS,1735 NHw YORK AVV+VC,SX+.,N.W.,WASHI1r'(iTON,D.C..20006-929',.. WARNLNG, UaLmned AMW,*rAM vibL&un CJ.9,wvxretdt laws end is subigd to jqg pta,—wam This doca:acak wo 4 WManically produced wish pormi m of the AIA mad can be raywpduoed wid�aot wolgdan WSW the dsee a£espff=CQ an aermd b rlwtronin folmat G704. 1992 j user Document: CHURCH-- 5/l/1999. AIA License Number 110442,which expires on 913011959--Page#2 i 10/13/99 10:32 TX/RX N0.6841 P.003 St. f4chaers Parisi aturch Certificate of Subsuntial Completion List of items to be completed or corrected September 29, 1999 I off � ['o�ocraetor�.R'rrs�figibilities: -2,.) Flow test and fire dept, sign off 4.) Extoiorlight poles I f�u+nars Res�taasibi�itias: l.) Hand rails at D y Chapel stair 2.) Removal of pews it old church, iN4-.) ibadkmjved-ji�� 4.) Landscaping 4 i I 1 II 1 S 1 'I )I 1 I i i I 10/13/99 10:32 TX/RX N0.6841 P.004 Design Partnership ArchitectsInc. Three Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fax: 978*373*6779 October 8, 1999 Town of North Andover Building Department 27 Charles Street North Andover,Massachusetts 01845 Attn. Mr.Robert Nicetta,Building Inspector RE: New Church Statement of Completion St.Michael's Parish—North Andover,Ma. D.P.A.Project No.R95-9-126 I hereby certify that I am a licensed architect in the State of Massachusetts and it is to the best of my knowledge,information and belief that the new church at St.Michael Parish,North Andover,MA was constructed in general conformance with the plans and specifications prepared by Design Partnership Architects,Inc.,and in my professional opinion is in compliance with all laws,codes and ordinances. Should you have any further questions or comments,please feel free to call my office. Respectfully submitted, DESI PARTNERSHIP tCHT PEGTS,INC. o zelli, resident } AIA/NC RB Cc: Father Paul T.Keyes, St.Michael Parish �ljy dF Peter Silva,Archdiocese of Boston Kermit McLellend,Walsh Brothers,Inc. File AP/ka/STM Corr to Town of North Andover VF T i 'L M BUILDING ®EPARTMEIVT.j PRINCIPAL * ANGELO PETROZZELLI AMERICAN INSTITUTE OF ARCHITECTS R-►7. -fy 10/13/99 10:44 FAX 508 6889556 NORTH ANDOVER Z001 ? t-1..-?99s+ =+:�5�t, F�Ci1 CSE•;I�',n,' Fir F�`Ti+i1�F?.54iF� 7 07-0 37.:3 67'3 P. 1 Three Washington Square-9iAuo 400 MaVerhiif,%1A 018,30-F139 DESIGN Phone: 978-372-3-600 Fax: 973-373-6779 PARTNERSHIP Fiax To: Mr- Robert 14carLa FneasL Angelo Petroa2elli/k o. Andolver Elag. ns or Fax. 688-9556 pages~ four Phone: Date: 685 9545f Res CC: M urgent a For Review 17 PIS Comment O Please Roply ❑Plonse Recycle ConufsOt tr. Hi Bob l Please find to follow Al*A Document 0704 , Cercificaa.on of Substantial Completion. Tree- original will follow in rhe Mail. If you have any further questions please feel free co call. Thank you. Ang e'16/kp 10/13/99 10:32 TX/1RX N0.6841 P.001 10/13/99 10:44 FAX 508 6889556 NORTH ANDOVER 2002 YI L;^J 6779 P. 2 ,��-13—�999 9;35.x'•t FJ4Gv1 L>`:�::'^�' F�'=;R,�+.1rF'Sf•i;f' � �'%'� Cerci •caSon of O WNER (Ito m=Camo[IC ATC44 900 ARCUrrECT i Substantial Completion COY ACTOR t wa3gh Bm�� ia�i AIA Document C3'tO*- FfELDOTHER it P'lec'tronic Format T=pOCtMENT MS"4pQXrA4h Zr LEGAL.CVUUQUMVCW GTIvSULTAM-i wrrif A%Arr0M VI M t;N4OMACM wrM Rz"rO7 M!n !:man.rrmN OR mnowr—Ano'-Z. A7JMN-11CATION OF TM MLECrIMMAMY IAAF=AIA DOCLt =4T MA`.'BE MADE BY VVM AIA DOCtli�Tf PROJECT: PROJECT NO.: Maar e,eo a4enaw CONTS ACT FGR: St_Mickaet's Pafeh_BcIroPJ AR&M-M6 CONTRACT DATE: a,ml.,.._ ��-1498 TO OWNER: TO WN RACTOR: Q�raan asdaddre+% ¢tboir ond'a�eri 'I III CgMMgUMgjb IlLi um MA g2122 �JiB>bJwrc Inc DA'C'E OB ISSUANCE:geix=ber29,119-0 PROJECT OR DESMNATED PoxTION SHALL INCLUDE: The W.*patforme =da on Cm m=has bcrs revm_Md,=d hnmd,m do Amhaeces Dear lwowlt4m in wmet+am and bdiet to be snbsta 6,IIry comp/o', SWYMVEW Compictim is the sm$c iii the MWM of the Wolk v1bat the Work or dMe ut ad pardon rheted is sttf5aie213r oomPlere in aCmrdsnar Frith tlje Conk=Docvmoues sa the Owaet caa ocwa9 or lzul=tilt Wa k fat is mr.drA Tac dart of 8ub==Ml Compkuon oT 1Jec rrc tj=or poxticn ftrw3f dedpMd above is hereby estabUdwd as t9 which is also tho date at C=n=Qdtl w 91 t Warranties Tcq= by Ift CA=act'D9%GU=tds.eft as stated below .4 use of Sramt to be complexed ca rornrieri i9 ehayd ens to inOWP Mw jMw on guest list does not aker tor• „espnnsibil ty Of The CmIMCM to gmaVctc aU Work in BCSO a Cornznct Boeumcttts. l AST DAZE TI=Coacm=wait oomq;lcw at Coma the Warr on the b=of imettts armChed ha= wither JQ dsys Cm the abavo Darr of Substmtiai Gtunpicdon CONTRACTOR BY DATE n=Owace sxepts the Work of dempated 130=n 111maf as stihslsaeally comgtku UA wail essvate&a Possession diamof at 2Rm.(tilnc)Q& c 2 9 9 (data). OWNER BY DATE ALAT O 7pa•GERI3FTCaTIO,Q OP SV,8STA-.%-T L CO 4M y.T70N-IM=EnQN•Atu-COFYE=T 1991-TPD;.WERICAN JNSTn'-M uF DOCUNONA=MT.ECM 1735SEWYO1QS.AVM'S V..1iVJ.,�7A4}1L1QTOttD.C.SQO�S.S1Wi ViAItl3DiQ; Cfa]izz:ae6 Y+�B' V� �" b to k9,t.=.�1tiR d=rmeat Was dMoeiiaatty iaeftwd wo p=W=of CA ALA ant can tx repremm-d w-Meae,netaaan aeaii etr.aea ofa+oa+aon ss noted ba4aw Plectra=Bostaffi G704�1992 User oocsur cnj;CHURCH—5/111999.AiA License Number 110442,which e)lres oA MWIM-•PVC� 3063 i'F:i 4c aL B6:fai aC 10/13/99 10:32 TX/RX N0.6841 P.002 10/13/99 10.44 FAX 508 6889556 NORTH ANDOITR Q003 f I The cgpOnsftUucs of the Owu=arta zho Con=cror for beCUM,ToaustcWM 0.heat, uttlitieit data 1p 10 the VST and tss=t8aar j wear be as lbdlm- 4dtoa—Oswa's mmd Ce s or's 1h*MW d&WPMWa and.srIaW M{YMIl"P*"Iv.ew.nre and C&AMsa.) f 1 I j� I i 1 f I I I , I f 1 I J i I I I 1 i i Au ooevmrrr 07U-c>aesgltj.anv of strss'ru+rtut aola+r.ETlarr-[vsz teomoK_ACF-corrnrclFrr 1992-The AMU ICW rrssrrrvrE of ARCHCtl3M.1135 wit?W YORK AV&%nj_N.W..WASnMOT 0I1.D.C..=Q&3 29-- WAR14vC:-usd ed pbvww�yist�vkIne M V.&owycla l Lws a0da e+plad To Ind pmlo alias 1tia reamm m was ghcuou"ay P--du=w pa+t+swass ct ma nra.oa bo sates d�,aed wtdfom ym�ao vmtt tlR aero afs a+ f erse� Electmw foz= W04- L992 Wer Documenr CHURCH--SJil198A.AtA Ucaenso Number 110442.which expires on S130M98o—P890 02 10/13/99 10:32 TX/RX N0.6841 P.003 10/13/99 10:44 FAX 508 6889556 NORTH ANDOVER Q004 G^-7 -�999 9=3fi; t P,�O!•P n�S:GA� P�:RT,r._IcF?.SH1�� 1 976 273 6779 P. a 1 St mcbmi's Parish Cro=h j CeaiAcate of Subatwuial Completiou I List Citi I- ,-to be Completed or corrected Sapteeaber 29, 1999 I j �c�nn�•s 1L�s+bilities; • Z.)Flow test 40 fire dept. sigh off 4.) i;;;;r light poles 4 i 1.) Hand rails at Day Cb"stair Z.) Rmoval of paa►s is old church. i vjp- 4.) L.audIeVing 1 1 I S i I i I I I I� 10/13/99 10:32 TX/RX NO.6841 P.004 AORT#t to ,6'9'VG O t^ 1- 70 4Arto 11? ��Ssgcwus���� APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY : 19& 'c`'n S No A ' DATE REQUESTED FILED/READY FOR INSPECTION 0A0'WJ 2-0 , Acted CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK'AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGED IF THE STRU URE DOES NOT MEET ALL APPLICABLE CODES. SIGNED.F' -ems ROUTING CONSERVATION F7 PLANNING a DPW -WATER METER NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO n 1TTAL OF THE OCC PAN NSPECTION REQUEST DPW Signature File: OC form revised 618198 OCT 1 3 1999 Certification of BUILDING aE F R [Roman Catholic Archdiocese) �ti13CT [Design Partnership Arch) Substantial Completion CONTRACTOR [Walsh Brothers. Incl AIA Document G704-- FIELDOTHER [ Electronic Format [ no DOCUMENT HAs IMPORTANT LEGAL CONSEQUENCES;CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION, AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE :[ADE BY USING AIA DOCUMENT D401. PROJECT: PROJECT NO.: (Vane and address) ,St Midwei's Pariah Church CONTRACT FOR: St.Michael's Parish School Andover MA CONTRACT DATE: April i 1.1998 TO Off: TO CONTRACTOR: (Name and aMvys) Ron=Catholic Arrhdiamm OfBostan (Name and odrsu) 2121 commonwealth Ave. Walsh Brothers.Inc. Bri 02139 150 Hamvshire Street Cambridge,MA 02139 DATE OF ISSUANCE: Semember 29.1999 PROJECT OR DESIGNATED PORTION SHALL INCLUDE; St Michael's Parish Church complete The Work performed under this Contract has been reviewed and found,to the Architect's best knowledge,information and belie};to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion thereof designated above is hereby established as SentembecW' 999. which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below"'--, / I A list of items to be completed or corrected is attached hereto. b failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accorojan i e Contract Documents. �. C' G ARCHITECT VBY DATE' The Contractor will complete or correct the Work on the list of items attached hereto within 30 days from the above Date Of Substantial Completion CONTRACTOR BY DATE The Owner accepts the Work or designated portion thereof as substantially complete and will assume full possession thereof at Spm. (time)on September 29.1999 (date). OWNER BY DATE AIA DOCUMENT G704-CERTIFICATION OF SUBSTANTIAL COMPLETION-1992 EDITION-ALA-COPYRIGHT 1992-THE AMERICAN INSTTIUTE OF ARCHITECTS, 1735 NEW YORK-AVENUE,N.W.,WASHINGTON,D.C.,20006-5292.. WARNING; Unliccnwd pbotoeopymg viciam U.S.oopy 3 t lawn and is subjea to bpi prowcuuom This document was ele=anicaily produced with pamision of the ALA and can be mproduced without vioinion until the dun of expiration as noted below. Electronic Format G704- 1992 User Document: CHURCH — 511/1999. AIA license Number 110442, which expires on 9/30/1999— Page#1 go 01 YV:i 4S::07 66/ 10, 01 The teWnsLbi hues of the Owner and the Contractor for security, maintenance, heat, utilities. damage to the Work and insurance shall be as Wows: itNalo-Oxwer's and Contractor's legal and insurance counsel should determine and review insurance requirements and eoveroge.) I i I I I f i I I i i I I I I, AIA DOCUIIGNT 4704-CERTIFICATION OF SUBSTANTIAL COMPLETION-1991 EDITION-AIA-COPYRIGHT 1992-,rHE AMERICAN INSITr=OF ARCHrrFC'TS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.,20006.5292. WARNING: Unlicensed photocopying violaus U.S.copyri&laws and is wtbje t to Is*pn=vutioo.This doaunmt was eledromcally produced with petmitatan of the ALA and can be repsoduoed vnthow vtolat m until the date of eapummm u noted blow. Electronic Format G704- 1992 j User Document: CHURCH-- 511/1999.AIA License Number 110442, which expires on 9/30/1999— Page 42 'toll \V:f 4S:07. 66/ 10�ilt St. Mchael's Parish Church Certificate of Substantial Completion List of items to be completed or corrected September 29, 1999 I I Contractors RMonsibilities: •-2.) Flow test and fire dept. sign off 4.) Exterior light poles Owners Responsibilities: 1.) Hand rails at Day Chapbl stair 2.) Removal of pews in old church. i 4.) Landscaping I i i i I i i i i I I i 5s o(. ns- [01 0 1 WAL S H Engineers and Contractors 150 Hampshire Street Cambridge,MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 October 13, 1999 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta, Building Inspector RE: St Michael's Parish Church 196 Main Street North Andover, MA. Dear Mr. Nicetta, Walsh Brothers Inc. has substantially completed the work at the new St. Michael's Church located at 196 Main Street in North Andover, Massachusetts. The purpose of this letter is to certify that this project has been completed in accordance with the 6`h Edition of the Massachusetts State Building Code and Article 116.3. The work has been completed to the best of our knowledge and belief in substantial accord with 780 CMR 116.3 items 1 and 2 and that there are no deviations noted. Please do not hesitate to contact me with any questions or should you require additional information. Very truly yours, WALSH BROTHERS INCORPORATED Alain Dumont Construction Superintendent license#057275 FIE CEIVED OCT 14. 1999 UILDING DEPT. Design Partnership Architects Inc. Three Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fax: 978*373*6779 December 21, 1998 Saint Michael's Parish 196 Main Street North Andover,Massachusetts 01845 ATTN: Father Paul T. Keyes,Reverand RE: New Church Conference Memo Saint Michael's Church—North Andover,MA. 12-18-98 DPA Proiect No.R95-9-126 Present: John Meier& Al Dumont—Walsh Brothers,Inc. Robert Nicetta—North Andover Building Department Angelo Petrozzelli—Design Partnership Architects,Inc.(DPA) DPA met with Mr.Nicetta to try to obtain the super structure permit for the church. The following was discussed or reviewed: 1. Mr.Nicetta said that he would allow limited finishing of the new gluelam frame work so that the project may continue. Mr.Nicetta is looking for a letter&drawings from DPA indicating the scope of work up to the five line which will limit until the existing old school building is down and the foundation is in completely. Then Mr.Nicetta will give the OK for the entire super structure of the building. DPA complied with Mr.Nicetta's requests and faxed it out to him on Friday,December 181'. Please consider this information as notification of current project status to all parties receiving this communication. If there are any necessary corrections to this data please contact our office,otherwise, we shall consider that all have accepted this information submitted herein and acknowledged its accuracy. Respectfully, DESIGN.PA�`NE'RSHIP ARCHITECTS, INC. Angelo Pettozzelli, President AIA/NCARB- ' cc: Bill Hogarty Robert Nicetta Peter Silva David Jones Pat Saitta John Meier(Fax) Al Dumont(Fax) Ben Lanni (Fax) File AP/ka/New School.Corr PRINCIPAL * ANGELO PETROZZELLI * AMERICAN INSTITUTE OF ARCHITECTS Design , Pti--TtnershipA7chltect Inc. rThi•ce Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fax: 978*373*6779 BUILDING CODE SUMMARY Massachusetts State Building Code 780 CMR (Sixth Edition) Name of Project: ST. MICHAEL'S SCHOOL Address of Project: North Andover, MA Proposed Use: Parish School ( Educational) Contact Person: Angelo Petrozzelli Telephone#: 978-372-9400 Date: 2/4198 A. Building Data: 1. Occupancy Classification: Use Group—E ( Educational) 1 2. Mixed Occupancy: N (No) 3. Construction Type: 5B 4. Mixed Construction: Y (Yes) 5. Sprinkler: Y (Yes) N.F.i.P.A. 13 6. Fire District: N (No) 7. Building Height: Provided 36 feet< 40 feet Allowable (Note A) Provided 2 story< 2 story Allowable 8. Building Area: First Floor. 16000 s.f. (existing) (Note B) First Floor. 14800 s.f. (addition) Total: 30800 s.f. provided <43200 s.f. allowable Second Floor. 1:3407 s.f. (addition) Basement: 11011 s.f. (addition) Area Increase: Y(Yes) Total Gross Building Area: 39218 s.f. (Addition including Basement) 55218 s.f. (including existing building) B. Fire Resistance Ratings(Table 602): Required Hrly Provided Classification Note 1. Exterior Walls: a. Load bearing: 0 0 b. Non-load bearing: 0 0 2. Fre walls/Party walls: N/A 3. Fre Separation Assemblies: a. Fre Enclosure Exits: 1 1 UL#U305 C b. Shafts/Hoistways: 1 1 UL#U305 c. Mixed use: N/A d. Other. N/A 4. Smoke Partitions: a. Exit Access Corridors: 1 1 UL#U305 b. Tenant Space Separation: N/A 5. Dwelling Unit Separation: N/A 6. Smoke barriers: 1 1 UL#U305 7. Other non-load bearing partitions: 0 0 9. Interior load bearing partitions, Columns, girders, trusses a. Supporting more than one floor. 0 0 b. Supporting one floor or roof: 0 0 9. Struct. members supporting wall: 0 0 10. Floor Construction/Beams: 0 0 11. Roof Construction: 0 0 C. Life Safety Systems: 1. Emergency Lighting: Y (Yes) PRINCIPAL * \NGI✓Lo PETRoZZELLI k \NIERICAN INSTITUTE OF .ARCHITECTS 2. Exit Signs: Y (Yes) 3. Fire Alarm: Y (Yes) 4. Panic Hardware: Y (Yes) 5. Sprinkler. Y (Yes) (Note D) 6. Standpipe: N (No) (Note E) D. Exit Requirements: 1. Minimum number of Exits required: 4 2. Number of Exits provided: 7 3. Travel Distance: 150 ft. < 250 ft. allowable (Table 1006.5) 4. Dead end limit: 20 feet allowable E. Occupancy Load: Floor Area Allowances (Table 1008.1.2): Stor/Mech.: 300 sf. Business: 100 sf. Classroom: 20 sf. net Assembly: 15 sf. 1. Second Floor. a. Stor./Mech.: 810 sf./300 sf. = 3 occupants b. Business areas: 183.0 sf./ 100 sf. = 18 occupants c. Classroom areas: 700 x 7=4900 sf./20 sf. = 245 occupants Total: 266 occupants 2. First Floor. a. Stor./Mech.: 3000sf./300 sf. = 10 occupants b. Business areas: 750 sf./100 sf. = 8 occupants c. Classroom areas: 700 x 14=4900 sf./20 sf. =490 occupants d. Auditorium: 3690 sf/ 15 sf= 246 occupants Total: 754 occupants 3. Basement: e. Stor./Mech.: 11011 sf./300 sf. =38 occupants Total: 1058 occupants Total Building Occupants: 1058 F. Capacity of Egress Width (with fire suppression system): 1. Doors and corridors: Area Occupants Required Min. Provided a. Second Floor(doors) 266 x .15 40 inches 72 inches (torrid) 266 x .15=40 72 inches 96 inches (stairway) 266 x .2 54 inches 88 inches b. First Floor (doors) 1020 x .15 153 inches 396 inches (corrid) 1020 x .15 153 inches 192 inches Total Occupants 1058 x .15 159 inches 396 inches 1 G. Design Loads: 1. Minimum Roof Live Load:20 psf(flat) 16 psf(pitched 4:12) 2. Wind Load: 21 psf Zone: 3 Exposure: B 3. Snow Load: 30 psf Zone: 2 4. Floor Live Loads: a. Classrooms: 50 psf c. Offices: 50 psf b. Condors: 80 psf 5. Presumptive Soil Bearing Capacity: 4000 psf. CODE REVIEW NOTES: 1 A) Table 503: 1 SU 20 feet allowable height increased 1 story/20 feet per 504.2 when equipped with automatic sprinkler system. Section 504.3 allows auditoriums of Type 5B to be increased in height to 45 feet. B) Table 503:Allowable area 7200 s.f. increased per 506.2 Street Frontage increase( or 30 feet open space) if the building has more than 25%fronting on a street or open space, then the Table 503 requirement may be increased of 2%for each 1%excess, therefore; 50% (fronting on open space)X 2%= 100% increase or 7200 s.f. +7200= 14400 sf allowable Section 506.3 Allows one and two story buildings equipped with automatic sprinkler system to be increased an additional 200%,therefore; 14400 sf X 200%=28800 sf+ 14400 sf=43200 sf allowable area >29000 sf existing C) Section 1014.11-Interior stair enclosures for Use Group E connecting less than 4 storys shall ! be enclosed by 1-hour fire rated assemblies. D) Section 904.2 Use Group E> 12000sf requires sprinkler system. 904.8 Windowless story (basement) requires sprinkler system. E) Section 914.2:3-Use Group E when 3 or more storys requires standpipe. END OF REVIEW 1 d Design Partnership Architects Inc. Three Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fax: 978*373*6779 December 16, 1999 Walsh Brothers,Inc. 150 Hampshire Street Cambridge,Massachusetts 02139 Attn. Mr. Gregory Williamson,Chief Estimator Re: Saint Michael Parish,North Andover,MA DPA Project No.R95-9-126 Dear Mr. Williamson, Robert Nicetta, Building Inspector North Andover Building Department phoned Design Partnership on Thursday, December 16, 1999 to ascertain the status of the following items: • Cracking tiles in the church(over the expansion joints). During Construction Mr. Nicetta advised Mr. Dumont not to place tiles over the expansion joints because he was concerned about cracking. It appears as though Mr.Dumont disregarded Mr.Nicetta's wishes and placed them over the expansion joints. • As-builts for project. • Temporary occupancy permit expired in November 1999. Please contact Design Partnership as soon as possible to review the above items so that Design Partnership may update Mr.Nicetta. Thank you in advance for your cooperation. Respectfully submitted, SI PARTNE HIPr4zeI1C lIli, Pr idtn AIA/N&RB Cc: Robert Nicetta, Building Inspector—Town of North Andover Father Paul T. Keyes—Saint Michael Parish Peter G. Silva—Archdiocese of Boston Ben Lanni—Clerk of the Works - _ � �.: Pat-S'aitta � d File +(�( ° OFC 2 31989 AP/ka/STM Corr to Walsh Brothers U L1�I C, DEE __--,,gin EIV7. PRINCIPAL * ANGELO PETROZZELLI * AMERICAN INSTITUTE OF ARCHITECTS �C C �► oeAu u c`� tX 1�2 C-'S w CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number ZZ 62-26-W) Date oc'7d(aE-2 i5, 10,Q rt P(�I. 4-R THIS CERTIFIES THAT THE BUILDING LOCATED ON i qtn rn a:, . stns-E'r- -- S-k•. VM, tr MAY BE OCCUPIED AS 0-4"ao- -k Ass�v„�►3�.�_ IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. ",°."'; CERTIFICATE ISSUED TO _ t-1�N 7;oC� oL' 3� o&--) ADDRESS __ ►zon a iNo6o�-c-:M, 0/9*S ,JSAMUSBuilding Inspector r10RT/y rTown of over No. c( CONTROL o M CN,SJ'ARU dower, Mass., _COCHICHEWICK �`, •9 �44 E S E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �-• THIS CERTIFIES BUILDING INSPECTOR THAT..�.'caw�.!'.t!:a..���.tr....� .. .. fry ..'c.�?.'.��-s.!�....����: ..�!!,C . Foundation o/e- has permission to erect......C. -�!��-.1 ......... buildings on.....I.q.4....1'1 -i2... ............................ Rough to be occupied as..........NC`!w .......... .t...o,c.. 1.... .. . � "ti?.G-.....S.P�'c,�c�`t.et�........... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final o, ri�D this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of j9g Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough na PERMIT EXPIRES IN 6 MONTHS - UNLESS CONSTRUCTION STAR S -' LE CAL INSPE .....................err........ ....... . .............................................................. Service 01 BUILDING INSPECTOR CK`TAR 0 L Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough p� L� / F ! / NoLathing or Dry Wall To Be Done ` Until Inspected and Approved by the Building Inspector. FIA DEPARTMENT Burner Street No. C� ' '. Smoke Det. 1 � � c10RT Town of No. 124 COWROL COPIS?Rt1CTIQN o - s LAKE dover, Mass., lea. 195'g COCHICNE WICK '�• -sP`y S0, A ED AP BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT oM�►!!.....CAf�2c-t{...c1..L?!c aJ ...43 s l#.. !?-��1� tEIZ� ��.+C ............ ................... _1 �............ Foundation has permission to erect.Tc`k�r�!¢RR�..... buildings on...1..4...4... .!?is!->.... `' 'rT-'.............................. Rough g to he o co�ssTR�•.a'T`¢ �i cam' �i�D�TLe� Com!?... �s�w�tl. �/icl 40" Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file i Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. •I6. *i PLUMBING INSPECTOR CTL. VIOLATION of the Zoning.or Building Regulations Voids this Permit. �. Rough PERMIT EXPIRES IN 6 MONTHS WNs OL 1nON Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO T T Rough ... ..... .. ....... Service BUILDING INSPECTOR C0 110 Final cuss IRK,.IONOccupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C• Street No. t Smoke Det. } own of over o� 9 F' o o - -_ - No. dj! * -,i-:__ _ * ��T� 30 1998 [�y�rjm�to�/'1 (� * () - - dover, Mass., . c� 1 W113�R�4Tl"l� �O'9A LOCHLAKE CHEW CK V BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �^► i R2t�t� �� ,�, BUILDING INSPECTOR THIS CERTIFIES THAT.J,t!......! �:��..4..................•..%Wqlk.......... ...,.........!�! '�►+r.:...�.............................. Foundation has permission to erect.MNt buildings on........���. h.t.l� �...�5� N►�cd►'q�Z- C�cc�►} Rough to be occupied as...........'.'v...l,,�. � '�,o!..... .. hn.. �"'......U!v... Chimney . . . . .. . . . .. . . .. .. . . . . provided that the person accepting this permit shall in every respect conform to the ter of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PERMIT FOR FOUNDATION 0.N'LY PLUMBING INSPECTOR VIOLATION of the Zoning ,or Building Regulations Voids this Permit. `REGULATED BY PASA.L':� $ '$ , s Rough Final PERMIT EXPIRES IN 6 M _TH& -FEE PAID " ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARS Rough CONTROL .................. ............................ Service CANS RUC ION BUILDING INSPECTOR Final CONTROL Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner f'2 Street No. Smoke Det. r�To ! X50 Date..!? .f 1......... NORTH • 3?°;,;��`°.;•1"°°� TOWN OF NORTH ANDOVER mimwaks PERMIT FOR WIRING 'r1 •O��n°��`y� ,SSACMUSE� Thiscertifies that ................................... : .: �..... :. '..,.:............ has permission to perform f.....................�.........................�....n.,�r...r...�...1 4. A" wiring in the building of.......:..... . . ..}'.......`..... ............. ....' . ..................... ...... at fG..... .... ................................. .North Andover,Mass. a Fee r/U.....ti........... Lic.Nora -.r. .:. .::. .. '...... � .... �. . �1:....... ELECTRICAL INSPECTOR 48/23/99 13:29 75.00 RAID WHITE:Applicant CANARY: Building Dept. PINK:Treasurer ThEC0A1MQNWE+ LTH0FA14S"L'HU,S`E+1'1'S` Office Use only I D.R11?TA1EVT0FPUB0C&4FE7Y Permit No. /Fe3 0 BOARD 0FF1REPREVEW0NREGUTA7T0NN527C 312.00 00 Occupancy&Fees Checked lam^ APPLIC'A TIONFOR FERNET TO PERFORMELE=CAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. AP 777 PARCEL 6 Cj Location(Street&Number) ! � j�'//-/ � Owner or Tenant j Owner's Address Is this permit in conjunction with a building permit: Yes F-1 No / (Check Appropriate Box) Purpose of Building ��/�l/A-(!-� Utility Authorization No. Existing Service Amps / Volts Overhead Underground No. of Meters New Service Amps / Volts Overhead Underground No.of Meters Nu,&r of Feeders and Ampacity .i 1 Location and Nature of Proposed Electrical Work . Nd.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA j No.of Lighting Fixtures Swunrning Pool Above Below Generators KVA ground ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burncrs No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices fi No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Conncctiuns No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of/Motors Total HP ] ,^ OTHER' L— h�neCrnerage Ptr�ar�ttotherec}mana>1sofMassada�ttsC�allaws Ilnwamautliabflitylwm=PohcyirrhdlgC ' CuA ageoritsmbsontolegnvalat YES NO E] Ihaws hiilwdvabdlxoofcfsa=totheOffim YESFJ T,,Ku1m edlt�aYES,pleasem et[etypeofoacaa�byd�adangthe �f �cE E] BoND 0 aI im 0 spa*) A ,-)0 ///s (///��/G C ///,//,A EsfimattedvalwdEl�Wc& WC&IOStatt 1�U r"r-�9 / ftWeC6onaeRe4E§&d Rargh Final SignedutldertIiel�rtalties FIRMNAME %1//4 Z—Z) BusalessTeLNo. Adiussm ' -- Alt TU NTu OWNERSR4SURANCEWAIVER Iamawdredint eLiemsetbesmthave11-rr r&-ce00%uaWCr&st>L degtuvalaIIaslent>uedbyNIismdlBdtsCkynall-aws andirtrrrvsigr>aUueonfispearritapphicaficriwaiwstits regmunett (Please check one) Owner ® Agent Telephone No. PERMIT FEE$ Signature of Uwner or Agent ` Date t- . 4022 r NoarM 'S 4,, �oo� TOWN OF NORTH ANDOVER o PERMIT FOR PLUMBING t � • oma+ ��� # �.' '*Arlo SSAC14US� This certifies th t .�.V .11c.: - . . . . . . . . . . . . . . has permission toperform . . . . . . t. plumbing in the buildings o_ at�J . . ��'?'`' ��'`' . . . . . . . . . . . . , North A4ndover, Mass. e� p� Fee�. . . . .Lic. Noe, !'�. . . PLUMBING INSP WHITE: Applicant CANARY: Buildi ept. PINK:Treasurer 05/12/99 11:16 300.40 M3 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) ")L4 lei aId l ,-i' , Mass. Date f ho 19 Permit # Building Location-9'_ 1 Z"' Owner ` f 's Name ,- Type of Occupancy (L1,�_,i r A_ New Renovation O Replacement O Plans Submitted: Y",O_ No O FIXTURES ZZ N Z Y < h y J y O Z H y W Z Y J y V < y W CC W I,p O W_ h W y _ ac N O = z Z O J y y C! S a r V W y X < y W 0. h v rt m y W > < r H z ¢ a v < a 3 X IC O O C < Q a Q W O < y z Q d D: 0 W h r W o a w ac J r, .+ t > N N Z z w Y W N o (� Wo < o < r t SUB—BSMT. BASEMENT IST FLOOR f f I 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR eTH FLOOR 7TH FLOOR STH FLOOR Inatailing Company Name t. Check one: Certificate Address t Uva. ©--Eatporation C_ 'l 4 J O Partnership Business Telephone y 7 r i Y--7��`9 O Firm/Co. Name of Ueensed Plumber A� ;'j INSURANCE COVERAGE: I have a current liability Insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. ! Yes O'" No O If you have checked yM, please indicate the type coverage by checking the appropriate box. 1� A liability Insurance policy a Other type of Indemnity O Bond O OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General laws, and that my signature on this permit application waives this requirement. Check one: Signature o er or Owner's bent Owner O Agent O I hereby certify that all of the details and information I have submitted (or entered)in above application are true and accurate to the best of my knoWedge and that all plumbing work and installations performed under the permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plum i Code and 142 0(the General Laws. BY 7ter � TSi re o cen lum r `a Mrrown T oUcense: Master p— Journeyman I'R Ucense Number g 5�(_ BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION FEE NO. APPLICATION FOR PERMIT TO DO GASFITTING NAME S TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER LIC.NO. PERMIT GRANTED DATE 1 9 GAS INSPECTOR P.O.BOX 829' TEL( )374-7459 HAVERHILL,MA 01831-1029 FAX )521-3910 Francis H. Maroney, Inc. MECHANICAL CONTRACTORS AND ENGINEERS PLUMBING •HEATING •AIR CONDITIONING•REFRIGERATION SPRINKLERS• PROCESS PIPING•24 HOUR SERVICE JAMES A.MARONEY 491 AMESBURY RD. President HAVERHILL,MA 01830 Date... ........ . . ........ r1CRTM qTOWN OF NORTH ANDOVER 3? °� p PERMIT FOR GAS INSTALLATION 1� � f P t o • � a SACHU`�Et This certifies that . .. . . . . . . . . . . . . . . . . . . . . . . . :: �. . . . . . . . . has permission for gas installation . . . . . . . . . . . ..... . . . . . . . . . . . . . . in the buildings of . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . at . . . . . . . . . ... . . . . . . . . . . . . . . . . ., North Andover, Mass. Feel. . .65/4P/�T��feib o.. . . : . . . . . . . .I. .,. . . . . . ... .. .c.. . . . . . 75,00 PAID GAS INSPECTOR WHITE:Applicant CANARY:Building Dept. PINK:Treasurer MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTINfe41'r 1. (Print/Ior Type) A0 / Mass. Date_ 3d �� 19,� PermftBuilding Locatlon Owner's Name S - i�/li¢e'� r4 Type of Occupancy ..-x:11_.._.�.. New p Renovation p Replacement Plans Supmitted: Yes f3----No p H a N N V Z a N + v a w a W W ' H a o °v oa0 ��, 0 Z 0 W < CC 0 p W i W W W W N a x < S a ONC W a W ~ W V = }�+ X < W :! < a N r N mx O x W O VI x < w > 0: W O Z. < oG < < O O W a O O � oC x O >C7 Y 4 7 3 Q rJ J V a D d 1�zl SUB—BSMT. BASEMENT i IP 1ST FLOOR oZ 2ND FLOOR 3RD FLOOR 4TH FLOOR 6TH FLOOR STHFLOOR 7TH FLOOR STH FLOOR Installing Company Name Fliwelt Check one: Certificate Address f 5 ✓r,• JPX .Y CI—Mrporation ? ❑ Partnership Business Telephone_ :29T, ❑ Firm/Co.. n Name of Lkensed Plumber or Gas Fitter INSURANCE COVERAGE: I have a current liability Insurance policy or Its substantial equivalent which meets the requirements of MGL Ch. 142. Yes 0-- No ❑ If you have checked yej, please Indicate the type coverage by checking the appropriate box. A liability Insurance policy ❑ Other type of Indemnity O Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: OWnef❑ Agent ❑ Signature of Owner or Owner's Agent I hereby oertffy that all of the details and Information I have submitted (or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the perm' issued for this application will be in compliance with all Pertinent provislons of the Massachusetts State Gas Code and Chapter 142 of the neral Laws. f BY Type of Ucense: Plumber Si ure of UcensddePlumbefpfas Fitter ( Two cGasfitter L I Master =Zse Number f. /Town Journeyman N° 2241 Dat :.��... /.......... f NORTH� TOWN OF NORTH ANDOVER q p PERMIT FOR WIRING tssACHUS� + 2 f . This certifies that .... � ..�`......................r. :................................. �0 <�,r_ o has permission to perform ......�....:..........................� . ...............d, wiringin the building of............................................... �' 8 o at/f .'YL� North Andover,Masi .................... ............................. , Fee��iaa....." Lic.No�... ........ .... (J 'I—ELEcrRicALINSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer TAF00W0NWE4L7H0FA14S5,4QYVVM Office Use only DEPARTMENTOFPUBLIMFM Permit No. BOA"OFFMPREYEM ONRWMTIOAS5270M 120 ' Occupancy&Fees Checked APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED 1N ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date_ I—c,—0-7 Town of North Andove"r To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) ` Owner or Tenant , )5 Owner's Address © Is this permit in conjunction with a building permit: Yes® No a (Check Appropriate Box) Purpose of Building C,�(lo c6n Utility Authorization I� i r Existing Service 600 Amps 120 ik Volts Overhead El Underground a No.of Meters I New Service Z-QO Amps jZO�/Z.OG Volts Overhead r--J Underground ® No.of Meters Number of Feeders and Ampacity 3`�5 0� _. (,w KLM--(` zao Location and Nature of Proposed Electrical Work &71774 No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures -3'40Swimming Pool Above Below Generators KVA and ground No.of Receptacle Outlets No.of Oil Bumers No.of Emergency Lighting Battery Units 45 No.of Switch Outlets SONo.of Gas Burners ANo.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local r7 Municipala Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER irnranceCuRrV-Rr-mttothe re4munfftsdMwoduscitsGaetalLaws Iha,,eaomatLmbldybmaroePobcyurhdmgCarO*OpwafiomC vaaWoritsstEwrtialegivalat YES NO l ha,,CahnftdvaWpoafofsametotheOHre YES rQ71 NO F-1 If}whaw c vJwdYES,pl mmdr*thet pecfw&rWbydredurrgthe WSURANCE M BOND TI- R ftweSp*) Expiration Dtate en, FsiIIrtated VakcdEkcftxal Wait$ Wck1DSW �w.ruerQcw ._... �� �, tt� ll L-r9Final (L�;,,\ 0—,AA Signed mckrTx%uhies cfpajtsy. j FIRM NAME ti�.11 6a.b-il�A L_ LtJ L Li==NTa 3 Lim- 4I� � �I o ' Liom i b &&xssTd.Na AddressU tSQ �U l �2 Ak Tel.Na OWNER'SPsNJRANCEWAPMR lamawacethatt cLi g_qtkwtheinstraner>aaagea-tlssbt tol4malatasm*medbyMmadxseltsC=YALaws anddvtmysrgmkwonthispanit appficafiaiwaivesthis« pirenat (Please check one) Owner a Agent17 �/y� Telephone No. PERMIT FEE$ )(1�L[Je(�� WAL S H Engineers and Contractors 150 Hampshire Street Cambridge,MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 February 1, 1999 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta RE: St Michael's Parish Church 196 Main Street North Andover, MA. Dear Mr. Nicetta, Please note that the foundations were completed today at the St. Michael's Parish Church. As you have directed no work has progressed past control line #5 until all foundation work has been completed. Our intentions are to begin erecting the majority of the church framing on February 10`h since at that time Walsh Brothers, Inc. expects that the parishes transformer will have been delivered in order that the existing power lines may be removed prior to the start of erection. Please do not hesitate to contact us with any questions or should you require additional information. Very truly yours, IWAL H ROTHERS INCORPORATED athan Meier &Alain Dumont David Jones, Bob Cox, Peter Silva, Angelo Petrozzelli, Father Keyes, 71 FEB 81998 WAL S H Engineers and Contractors 150 Hampshire Street Cambridge,MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 January 8, 1999 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta RE: St Michael's Parish Church 196 Main Street North Andover, MA. Dear Mr. Nicetta, The purpose of this letter is to alleviate any concerns that Walsh Brothers, Inc. and our subcontractors have any intentions that work at the church will not conform to building code requirements and industry standards. To date Walsh Brothers, Inc. has and will continue to provide winter protection to safeguard all concrete pours against premature freezing and the detrimental affects that this would have on the strength of the cast in place concrete. We are also taking precautions that no concrete pours are made on frozen ground. Any frozen ground has been removed and replaced with suitable fill, and insulation blankets are being used to ensure that the ground remains unfrozen prior to any concrete pours. Our intentions are to complete the foundation and erect the church framing, roof and walls. Once this work is complete we will heat the empty shell and proceed with any interior underground work. The duration of this procedure will allow the interior ground in the church to defrost. No concrete slabs will be placed on frozen ground. Both Walsh Brothers personal, the clerk of the works, and the owners testing agency will monitor this process until complete. Starting on Monday, January 11,1999 through Friday, January 08, 1999 we are expecting to have daily concrete pours. We have scheduled the owners testing agency to monitor the progress and complete the necessary tests. A copy of any reports will be forwarded to your office. Please do not hesitate to contact us with any questions or should you require additional information. Very truly yours, WALSH BROTHERS INCORPORATED c �i Jonathan Meier &Alain Dumont TT cc: David Jones, Bob Cox, Peter Silva, Angelo Petrozzelli, Father Keyes, f ` JAN 81998 4 -Ats-1.999 3: 1 SPM FRal DESIGN PARTNERSHIP 1 978 373 6779 P. I c TRANSMITTAL LETTER MILLER ENGINEERING & T'EST'ING INC. TO: MR ANGELO PETROZELLI DATE: JANUARY 7, 1999 DESIGN PARTNERSHIP ARCH INC JOB NO: 80199.ol THREE WASMNGTON SQ STE 400 HAVERHILL'MA 01830 PROTECT: ST.MICHAEL'S SCHOOL LOCATION'. N.ANDOVER MA Attached,we are sending you the following_ ® Reports Q Prints 13 Specifications Q. Copy of Letter, p flans 0 Samples 0 C11Ange Order © Other COPIES DATE DESCWTION I JAN. 5, 1999 GRAIN SI7E DIS.TRIBITTION�AGGREGATE GRADING(L99004) Post-it•Ffe Kdte 7671 Cam pm e9 T " Pro Go. Remarks: Phone# j Phone e Pax# I Copies to. Q1 MACLEU.AN.CONC TE fC4NCRETIJ Very truly yours, MILLER ENGINEERING&TESTING INC. by: ELLX CHAKAS CORPOR47E OFFICE: 100 SHEFFIELD ROAD-P.O.BOX 47-7&MANCHESTER,NH 03108-TEL,(603)668-601&FAX(603)668.8641 130 EAST MAIN ST.-P.0.Bad:1I NORTHBOROUGH,MA 01332-TEL.(508)393-2607-FAX(508)393-8490' 474 DORCHESTER AVENUE-BOSTON,KA 02127-TEL.(617)269-8829-FAX(617)269-8837 '1d�C1 Maine 6661 1 L of C13AI303 01/08/99 16:14 TX/RX NO.3362 P.001 Z00"d Z9EE'ON X8/X,L 6T:9T 66/90/TO tris �. eD •°3 PERCENT FINER BY WEfc;HT D O O O D h Lb S a G o G W a .. _ �.. _1�_.--Z.--- r eDN _,.._..._. .__W.. __..,..._.._.,....... , ....__ ._._._. __.. LA cp -04 co w Z1 .. .d.W. ...—i........ UN eb �. 1 40 I + o • . 1 G PERCENT RETAiMED GLL.4 ezE' FL6 t dTHSd3Nubbd NOTs.30 PgOd--3 Nds i :E 666 t.-b�-•i 7 spm F Rpaj DES I GPJ pA Tb EPSH j P 7 978 373 6779 P_ 3 Vr TUC Jan OS 15:42e24 1990 Page : 1 010TECRDIICAL LASORATDRY TEST DATA Project ST.MTCRAZL8 SCROOL FiienAsda L90004 Proieet ND- 66140.D1 Depth : fit/A Llt- tion N/A aorinq 140. 14/A TP;t DAt6 1-5-48 Tested by DC/RM Sample, No. Lsp004 Test Method ASTM Checked by t gC Location : PROC288= AT SENT]= COLLEGE soil Description : PROCE6SSD OPAvn RSMar"- : ASAP 'y COARSE SIEVE SET V'i G,�] �i.1,�.�,z V'y sieve sieve OrtAinge ►aQight. CUM,41 stive Vorcent Mesh Inches Millimeters Retained weight Retained Finer 2. 2.000 50.80 11,20 il.za ioo 1.5" 1.500 38.14 11.30 11.30 1D0 1^ 1.000 28.40 2f.P,2 26.90 71 0.75" 0.752 19.10 23.90 39.SO 49 0.8" 0,500 12.70 22.00 50.30 29 0.375" 0.375 5.52 15.26 54.30 22 #4 0.187 4.75 16,20 59.40 12 Total Weight of SaMple . 66.2 �c- Tare Weight . 11.2 FINE $Ira GET Sieve Sieve Openings W4ight. Cumulative Percent M2s11 Inch*a Millimeters Retained weight Retained Finer (9M) (gm) fk) --------- ----------- ........ ............. ....... 010 0.079 2.00 146.00 146.00 4 020 0,.033 0.65 99-30 245.30 6 #40 0.017 0.43 S6.10 301.40 5 #60 0.010 0.25 36.70 336.10 4 100 0,006 .15 .7 k 0 i9 0 367.80 3 020.0 0.003 0.07 217.30 395.10 R Ilk Pari 85.00 460.1.0 b Total Weight of Sample Sii.i . Tare Weight 0 Moisture COntent . 0 L65 30.788$ Tm i ,V�• `� 7~ "� Y)-,•1 C P60 22.0185 mm �•i 050 a 19.4456 mm r,20'a 12.5912 mm A}5 8.7882 mm DSQ : 2.7376 mm Soil CSassitieation ASTM Group SymtSpl Gw ASTM Group Name : Well-graded gravel rASxra croup Symbol : A-1-a(0) AT-INTO 0roup Name a Stone.Fragments, Gravel and sand 01/08/99 16:14 TX/RX N0.3362 P.003 01/07/1999 17:10 6036688641 MILLER ENGINEERING PAGE 02 FIELD REPORT MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)8686016 NORTHaOROUGH,MA (508)393-2607 BOSTON,MA (817)269 8829 FAX (�3)688CH FAX:(508)393.84.90 FAX:(6"2094IM7 PROJECT ST MICHAEL'S N. ANDOVER,MA PROJECT NO: 80190.01 CLIENT DESIGN PARTNERSHIP ARCH INC CONTRACTOR: WALSH BROS WEATHER: MOSTLY SUNNY DATE 1/5/99 SOILS FIELD REPORT PURPOSE: The purpose of today's site visit was to investigate for possible frost in previously placed &compacted soils. WORK ACCOMPLISHED: Upon arrival on site, the undersigned met with Mr. Al Duamont, representative of Walsh Brothers, to discuss the locations to investigate for frost. A, total of two (2) areas were noted by Mr. Dumont, which consisted of the proposed pier footing area H-X, 6-10 and proposed wall footings at A-D, 2-3. No f5-ost was found in the pier footing area (H-I, 6-10). In the wall footing area(A,-D,2-3), approximately 1 inch to 1-1/2 inches of frost was observed in the surface layer of the footing area. This was verbally noted to Mr. Dumont, as a concrete placement was scheduled in these locations for later in the afternoon this date. Heat was applied in this area and Mr. Dumont indicated that the area will continue to be heated up to and after ft concrete placement. Prepared by: Glen Altimari 1 7f-1-T7 r,�, .J r JAN 8 L-` " � /��-�9 �`�' ���� ���. t 1 Boring No. : N/A ..Project: ST MICHAELS CHURCH Sample No: L981516 Project No. : 801'J0.01 44U11,LUL,E,R,`1NG1NEERR1N1G do TESTING,INC. Tested by : SM Location: N/A Filename. L981516 Date : Thu Dec 31 1998 PROCTOR- GRADATION TEST RESULTS 1 , , COMPACTION 132.0 Sample Description i 1 /.. i N/A I ! i Compaction Test Designation ASTM D1557-C 130.0 __........._......1_._ � :._.:......... _._._.__._ Maximunn Dry Density 129.3 PCF Optimum Moisture Content 8.7 v � I t 128.0 __.. _.._..._.._...._.........._._....—_......._.. ._..-----..__.-._. w I ! CORRECTED MAXIMUM i ii:: j I j DRY DENSITY: 134 . 4 PCF F- 126.0 - 126.o � f , ._........_.....-.__.__._.__ __....... I ..........- - CORRECTED OPTIMUM o MOISTURE CONTENT: 7 . 1% 124.0 ---........_ C, I I I i 122.2' 6-------- .0 4.0 .0 8.0 10.0 12.0 7. MOISTURE CONTENT. GRAIN SIZE DISTRIBUTION U.S. STANDARD SIEVE SIZE 4" Y' 1" 0.5" /4 010 /20 /40 060 /100 1200 #+Do 100 10 ii i i I I 1 i i 20 ' 1 I i : I , , 1� I ! I I i I - -- -ri� -• - 30 I o 60 :_.:._.. I11 . I 1 CO LU 40 ZT. I UJ 50 Z af 50 z 40 ;L.1._i....:..._.._...._!._.�..._�_i _ _ ...... ; U i I I i- - -_i_...__....; ..f... - — -—...I_.._�_J.._._......_...�__.._. 60 U i 1 _ I ! I .:I i d UJ 30 i_.._...._. I I II i a 70 20 ......:._......_..._._. I I I I i 80 go 1 I..: --IN , o I I iiii : LVED I 1000 500 t 0o 50 10 5 1 0.5 0 •1 0.05 0.005 I GRAIN SIZE IN MILLIMETERS o.ot o.00t GRAVEL SAND 41999 COBBLES FOARSEFINE COARSE MEDIUM rll•IE SILT OR CLAY - BUfEn UNIFIED SOIL CLASSIFICATIOJ,J SYSTEM Figure 1 1 i COMPACTION iCONTROL SUMMARY MANCHESTER,NH,(603)668-6016 NORTHBOROUGH,NL•t(508)393-2607 BOSTON,NLA(617)269-8829 PROJECT: PROJECT NO: TEST DATE TEST TEST LIFT NO. METHOD LOCATION CORRECTED OPTIMUM FIELD FIELD PERCENT SPECIFIED COMMENT OR MATERIAL DESCRIPTION MAXIMUM MOISTURE DRY MOISTURE COMPACTION PERCENT ELEV. DRY DENSITY CONTENT DENSITY CONTENT (z) COMPACTION _ (LB/FT3) (W) (LB/FT3) (z) Nob - - � i►v - (� Cnc� '�/ �` 7 3 5S� 133, i i E EIV D JAN 04 19(9 DG -NUCLEAR DENSITY GAUGE BS -BELOW SUBGRADE CRGR -CRUSHED GRAVEL C -SAND CONE METHOD BSS -BELOW SLAB SUBGRADE BRGR -BANK RUN GRA A-ADEQUATE COMPACTION I BBF -BELOW BASE OF FOOTING GR F -INADEQUATE COMPACTION OF -TOP OF FOOTING -C`��' BOF -BOTTOM OF FOOTING GR/SA -GRAVEL AND SAND TOF -BELOW TOP OF FOOTING BFG -BELOW FINISH GRADE SA/GR -SAND AND GRAVEL OP -TOP OF PIPE BTOW -BELOW TOP OF WALL SA SAND TOP -BELOW TOP OF PIPE TOW -TOP OF WALL OM -ON-SITE MATERIAL IF ANY OTHER ABBREVIATIONS ARE-USED THAN THOSE SHOWN,PLEASE NOTE WHAT THEY STAND FOR A Location � No. ID,:;! Date U MORTp TOWN OF NORTH ANDOVER Of�"ao ,a,�•C 41 F 9 Certificate of Occupancy $ Building/Frame Permit Fee $ acMus Foundation Permit Fee $ 7 Other Permit Fee $ .� TOTAL $ Check # 1, 754 Building Int or TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING fiW gg�tilC .. ' BUILDING PERMIT NUMBER: /b DATE ISSUED: SIGNATURE: , zed= Buildin Commissioner/Inspector of Buildings Date SECTION 1-SITE INFORMATION IZ 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O Map Number Paroel Number 1.3 Zoning Information: 0 1.4 Property Dimensions: Q '1 Zoning District Proposed Use Lot Area Fronts ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Recpjired Provided 1.5. Floud Zone information: System: 1.7 water Supply M.G.L.C.40. 34) 1.8 Sewerage Disposal S tem: Pubfic 0 Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT UL, Y6s 0 ,_ rn 2.1 Owner of Record Name(Print Address for Service igna Telephone 2.2 Owner of Record: Name Print Address for Service: O Z Signature Tel hone m SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Constrychon Supervisor: Not Applicable ❑ 9 iii arc cT. ,DeK!e /'7`V Licensed Construction Supervisor: O V — `v ) N ra/� /� 38�� License Number Address V �lc.� ©6 & 7 Expiration Date r r Telephone P 3.2 Registered Home Improvement Contractor Not Applicable ❑ v e Company Name L f l rn Registration Number r AddieD ,�. r Expiration Date r ^ nature Tel hone V SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work check cable New Construction ❑ Existing Building Repair(s) ❑ Alterations(s) Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: ��a VQ / * A&(V )6 . /Z�Z/O cS,T p Crd�L•✓� ANWI ran �nSrl/gin nr i erboarol C, '. .,�i i� `w raa�' S s r`�i. �✓ T �So F, SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of { Construction 3 V$ 3 Plumbing Building Permit fee(a) x(b) 4 Mechanical HVAC ( AV VV 5 Fire Protection3 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, /C' 1 lri c I' as Owner/Authorized Agent of subject property Hereby autho (/! to act on r My be it a ative ork authorized by this building pe rt application. v' B r tune Date S 7b OWNER/AUTIJORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Herebv declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief o �y r r ent Date lay � NO. OF STORIES SIZE BASEMENT OR SLAB " SIZE OF FLOOR TIlABERS iST2NU3RD SPAN DINENSIONS OF SILLS DIMENSIONS OF POSTS DDAENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X. MATERIAL OF CHDANEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE Ein#J,V5033313 T• �PSSEaN MASS MA Reg.Hic#104731 be cy MA Lia#UfS 078130 oofing W AB y Single ply Lic.#1711 932 o• 37 Stevens Street,Haverhill,MA 01832.978 374-9224 MEMBER We are: V Licensed a/ Insured V Factory Trained ✓ Factory Certified Installers Date: 06 �1' G i (onsultant: oz o/ 7 0 Estimate for: A.47A I u r i l� �' 7. Telephone: I i ?� )4 - (� 0 �-0 Address: !,16 n s?r'' t City/Town:1 kl'd ll ktd o d PK Stater L.R.C. agrees to commence described work on/or about = and described work will be completed in about-3' S' working days. L.R.C. shall not be held liable for delays due to circumstances beyond our control.L.R.C.shall not be liable for any damage to landscape,attics and/or fixtures due to circumstances beyond our control.L.R.C.shall not be held liable for pre-existing conditions including but not limited to mold and/or wood rot.Defective,faulty,rotted or worn building counterparts such as but not limited to siding,gutters,masonry,plumbing,and windows that jeopardize the watertight integrity of the building are not covered under the roofing warranty. The following work includes all labor and materials needed to complete your job in a professional workmanship like manner. SingI y Quick-quote proposal to furnish and i t61(the following: tr f� ❑ Re-roof over existing E.P.D.M.(Rubber) ❑ TPO(thermo plastic) Install ! �Aperimeter blocking :YTe ' Prepare for re-roofing by ensuring all saf'e'ty.measures are taken in accordance to OSHA standard regulations and landscape is properly protected. ❑ Remove loose gravel only. ; Remove existing layers of roof material down to roof deck and inspect deck.If upon inspection we discover any rotted deck replacement will be performed at S s• s per SF.If deck is sound we will re-fasten any loose deck to rafters,sweep deck and prepare for installation. D fasten newTh l J.PEI)polyisocyanurate insulation board using plates and screws to fasten. Attachment: 11, r tie p/," rnish and install a new L96 U ..Mt'� C FAS(Fully adhered) ❑ MAS ❑ Ballasted �'Other I/&`) Roof system. hop f6bricate and install new Aluminum ❑ Copper perimeter metal drip edge flashing. Color T. Z?./,1 All roof,penetrations,drains,walls and vents will be flashed using membrane accessories as required and dictated by good roof practice to ensure water tightness. �AII debris generated by Lambert Roofing Co.,Inc.will be cleaned up and disposed of from the job site in a legal fashion.Under no circumstances will the watertight integrity of the building be compromised. -7 Special Notes: h. .�, 1 C v c f c"t44 .,i' l>' . r ii / � lf� H 1 �-vrr-, ✓ � t n S - �r' , �. C�s- � f J �- c J � � �'c. 7 / G L,-S . Warranty options: ® Standard LRC 2rjn'/'( Ise LManufacturers UPON COMPLETION AND PAYMENT IN FULL ROOF SHALL HAVE A WORKMANSHIP GUARANTEE FOR A PERIOD OF TEN YEARS HONORED AND ISSUED BY THE LAMBERT ROOFING COMPANY AND /0 YEARS HONORED AND ISSUED BY THE SINGLE PLY MANUFACTURER. This document can serve as a contract,however if a more elaborate contract is desired we will issue it at the owners request. Please sign and return one copy upon acceptance.NOTE:if this contract is not accepted in 30 days it may be withdrawn by LRC. NOTE:We accept major credit cards*&financing is available! *Due to merchant related costs there will be a 2.3%service charge Total Estimate Price: $ f �! Date of Acceptance Payment to be made as follows: t i g (Home/Business owner) Signature 1 Signature "Our Proof is on Your Roof" www.lamberfroofing.net .............. ... ........................ ................................ .. . -- ... DATE(MMDDY)ilW "FI AT1 : URAl ... .. ............ 07/28/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BOYLE INS AGENCY INC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 445 MAIN STREET COMPANIES AFFORDING COVERAGE WOBURN MA 01801 COMPANY A NAUTILIUS INSURANCE CO INSURED COMPANY LAMBERT ROOFING CO INC B COMMERCE INSURANCE COMPANY MERRIMAC VALLEY ROOFING CO INC COMPANY 37 STEVENS ST C HAVERHILL MA 01830 COMPANY D ................................ .... . ......... ....... ........... ... .............................. 'ERAGES: ...... ....... :COV ............ ............................... ........ .............................................................................................................................................................. ........ ...... ...--6"1 ... ................. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION-, - : LTR DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY NC335391 5/28/04 5/28/05 GENERAL AGGREGATE s2 , 000, 000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $1, 000, 000 CLAIMS MADEFOCCUR PERSONAL&ADV INJURY $1, 000, 000 x OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $1, 000, 000 FIRE DAMAGE(Any one fire) $1, 000, 000 MED EXP(Any one person) $ 5, 000 B AUTOMOBILE uAsiu-ry ZQ4765 5/28/04 5/28/05 ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ 500, 000 X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ 1, 000, 000 —I PROPERTY DAMAGE $ 500, 000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: ........... ...... EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ TATU -H- ........................... 7TWO CR YS LIMITS j I OER WORKERS COMPENSATION AND EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $ PARTNERS/EXECUTIVE OFFICERS ARE: FIEXCL EL DISEASE-EA EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB : ST MICHAEL' S PRISH 196 MAIN ST NORTH ANDOVER MA WC CERT WILL BE SENT DIRECT FROM A. I .M MUTUAL PER WC BUREAU RULES OF MA ............. .....— ........... vAN ................................ :::F4...... . .......... ... ........................... .... .............................................. .................................. ................................................... .................................................................... ..................................................................................................................... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THE ROMAN CATHOLIC ARCHBISHOP EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL OF BOSTON,A CORPORATION SOLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 2121 COMMONWEALTH AVE BUT FAILURE TOM VLUCSHALL IMPOSE NO OBLIGATION OR LIABILITY I CO'OF ANY KIND U THI C BRIGHTON MA 02135-3193 1 O%IW ITS.,-'AGENTS OR REPRESENTATIVES. AUTHORIZED REPRE TTWGerard 1FF A ...........:-:::.. ......................... V:fl, ................ .... .71: ..... .......... .................. W .............. ....... ............ .0 --Z-100 lg& .... ....... ...... ... ....... ......................................................... .................................. .............................. ............ .. .... V I/ I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 078130 Birthdate: 06/02/1972 Expires: 06/02/2006 Tr.no: 26248 ,%nsfructlon.CS. Restricted: 00 RICHARD J DECOITO 95 MAPLE AVE �j �. .14 ATKINSON, NH 03811 Commissioner I i i 9.4e 7C0MMVWWea4N Board of Building Regula on and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration ' Registration: 121981 Type: Private Corporation Expiration: 7/5/2006 LAMBERT ROOFING CO INC RONALD LAMBERT 37 STEVENS ST HAVERHILL, MA 01830 Update Address and return card.Mark reason for change. DPS-CA1 ca 50M-04/04-G101216 Address D Renewal 7 Employment Ej Lost Card �1ze 7°ammeoouisea�/ a��/�aaa¢c�u�Grtta ---- ------- Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 121981 Board of Building Regulations and Standards Expiration: 7/5/2006 One Ashburton Place Rm 1301 Type: Private Corporation Boston,Ma.02108 LAMBERT ROOFING CO INC RONALD LAMBERT 37 STEVENS ST HAVERHILL,MA 01830 Administrator Not valid without signature �1ORTH Tovm of And No. �Adover, Mass., a&L� i. A COCOCMICMEWICK yt 0RATEO S ` BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System ' BUILDING INSPECTOR THIS CERTIFIES THAT.........TAIUT....M�. iA t....t t. ..�I,• dl u.tT...W..�li........ ,,"�..a....... Foundation has permission ......... on.......VTL....N KI. S. �................ Rough to be occupied as�!E�++eJ40,4.I>.! , ,�. Chimney provided that the person accepting this ermd shall irk eve respect coofo m to the terms of he a liclition�o�n Tin p p p � g p every p pp� Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 'R...� s•�s�t�,.Ti, A e* �.p.�•I" PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit.R"A �.a�'1'hP�Z�Cu cr��I A Rough (160 Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough ................. . ................. .. .......... .....gF-�- 41111ftmw....................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rnagh No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C`.S. LZ#.,,*a7813a Street No. Vk • SEE REVERSE SIDE Smoke Det. North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number I d 2... is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: Pe u.) c �� c � (Location of Facility gnature,ofPermit Applicant 6 l a Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector The Commonwealth of Massachusetts Department of Industrial Accidents d Office of Investigations E Boston, Mass. 02111 5�lb Workers'Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # 0 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing work rs' compensation for my employees working on this job. Company name: ./ Address City Phone#: ✓ Insurance Co. / Policv# Company name: Address City Phone#: Insurance Co Policv# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to$1,500.-0 and/or one years'imprisonment_as.welLas_civil.penattiesin fhefnan-of-.STOP WORK_ORDER..and_a fine.of.($100..00)-a-day against.me. I understand that a copy of this s ent forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify er h i svf equry that the information provided above is true and correct. V Date f`" bZ Signature ✓Print name _ - �� 07 Phone# �04 Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensinq Building Dept []Check if immediate response is required Q Licensing Board p Selectman's Office Contact person: Phone A- Health Department Other WAL S H Engineers and Contractors 150 Hampshire Street Cambridge,MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 December 28, 1998 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta RE: St Michael's Parish Church 196 Main Street North Andover, MA. Dear Mr. Nicetta, The purpose of this letter is to confirm our conversation on Friday, December 18, 1998 with regard to the future Certificate of Occupancy for the New Church. Per our conversation the Town of North Andover will grant Walsh Brothers, Inc., and St. Michael's Parish a Certificate of Occupancy prior to the start of the commencement of sprinkler work at the old church. It was also stated that the old church would have to be secured from any usage by the building owner between the time of the occupancy of the new church and the completion of the sprinkler work at the old church. Please do not hesitate to contact me with any questions or should you require additional information. Very truly yours, WALSH BROTHERS INCORPORATED i onathan Meier � 1 - AN 6 1998 F cc: David Jones, Peter Silva, Angelo Petrozzelli, Father Keyes, Bill Hogarty, Bob Cox Design PartnershipArchitects Inc. Three Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fax: 978*373*6779 • i December 21, 1998 Saint Michael's Parish 196 Main Street North Andover,Massachusetts 01845 ATTN: Father Paul T. Keyes RE: New School Conference Memo Saint Michael's Church—North Andover,MA. 12-18-98 DPA Proiect No.R95-9-126 Present: John Meier&Al Dumont—Walsh Brothers,Inc. Robert Nicetta—North Andover Building Department Angelo Petrozzelli—Design Partnership Architects,Inc. (DPA) DPA met with Mr.Nicetta to try to obtain the occupancy permit for the school. The following was discussed or reviewed: 1. Mr.Nicetta offered to all parties a list of items that he was not pleased with and wished to have resolved. Most importantly he requested a letter from WB taking responsibility for the building. 2. DPA indicated that the drawings showing new paralam beams on pressure treated wood,DPA will communicate with Mr.Nicetta on this issue so as to resolve it. 3. WB informed DPA that both Peter Silva,David Jones and Bob Cox(WB) plan to meet with Bob Nicetta to resolve the remaining issues. Please consider this information as notification of current project status to all parties receiving this communication. If there are any necessary corrections to this data please contact our office;otherwise, we shall consider that all have accepted this information submitted herein and acknowledged its accuracy. y Respectfully;,- DESIGN espectfully;-DESIGN P ERSHIP ARCHITECTS,INC. Angelo Petrozzelli,President AIA/NCARB cc: Bill Hogarty Robert Nicetta Peter Silva David Jones Pat Saitta John Meier(Fax) !��4 Al Dumont(Fax) Ben Lanni(Fax) File DEC 8 /pop r 7 PRINCIPAL * ANGELO PETROZZELLI * AMERICAN INSTITUTE OF ARCHITECTS Design Pat"- ftnership X.*chitects Inc. Three Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fax: 978*373*6779 December 18, 1998 North Andover Building Department 146 Main Street North Andover, Massachusetts 01845 ATTN: Mr.Robert Nicetta,Building Inspector RE: Temporary Construction Permit Saint Michael's Church—North Andover,M.A. DPA Project No.R95-9-126 Dear Mr.Nicetta, Following up our conversation earlier today, Friday,December 18`h. The following are plans for a temporary construction permit from the existing church building to the five-line. As discussed we would like to enclose the roof so as to protect the glulams from the elements. Design Partnership would like to thank you in advance for any and all assistance you might offer in our obtaining this temporary permit. Respectfully submitted, D P'RTNERSHIP ARCHITECTS, INC. Angelo etr zzelli, President AIA/NCARB Cc: Father Keyes Bill Hogarty John Meier& Al Dumont—Fax Ben Lanni—Fax Pat Saitta Peter Silva David Jones File AP/ka/New Church.Corr r 8 r r D�c 281 1, 8 1 ,998 PRINCIPAL * ANGELO PETROZZELLI * AMERICAN INSTITUTE OF-ARCHITECTS 5T MtcNAE3.10 1 Afc-t-1n -— -- S�,ONb t�LG�12 pLAN'• VA 1 u�l� saro� - � I 5V1 b�cbF r=C.�rC to I CI. LL � ZxGc41N c. I I 1 I I C py O.�FG. l.) 1 I I /E/19("1 YY iN[LI•/ rv'�Gh1 i \ �p✓LN Tv�- � Q .- 1��9 or�tii�'{T+GC ,dl Eticws�a'L-1o. - CM �) 4: st:e 4- rPProa�se I i 1 I t.�, I �i I • jA R aA.� 9haA..LL-i� Ar C—F'r.% 7rAHv.H& • i _— _'.-_ /I _ NTL Ra.Fi r ,__.0 I II i SECOND FLOC 72-18-1998 .1:24PM FPOM DESIGN PARTfhJEP.8H I P 1 978 37.E E779 P. 1 Three Washington Sausre—Suite 400 Fiaverhflt,MA.41fl30 By 3S Phona; 978+372-9440 Fax: 87$-37M779 DESIGN PARTNERSHIP j ww • ARCHITECTS9 INC. To. Robert Nicetta From: Angelo Petrozzelli Fax: 688-5556 Pages: 3 phone. 688-9545 iteEo: 92J48198 Re, Temporary Construction Permit CC: file 0 Uroont x iFor Review x Please Comment x Please Reply C) Please Recycle • Comments: Thank you in advance for any and all assistance you might offer, 12/18/98 17:23 TX/'RX N0.3127 P.001 ■ /I/?- I/W 1 2-'8-'1 998 4:2SRA FROM DES I Gt••.1 PARTt,,IERSH I P 1 978 37.3 6779 P Design Partnership Architects ,.C. Three Washington Square Suite 400 Haverhill,MA€11830-6139 978*372*9400 Fax: 978*3731"6779 December 18, 1998 North Andover Building Department 146 Main Street North Andover,,Massachusetts 01845 ATTN. Mr.Robert Nicetta,Building 1nspeetor RE: Temporary Construction Permit Saint Michael's Church—North Andosver,M,4. DPA Project No.R95-9-126 Dear Mr.N icetta, Following up our conversation earlier today,Friday,E?ecember 1The following are plans for a temporary construction permit frond the existing church building to the five-line. As discussed we would like to enclose the roof so as to protect the glulams fxom the elements. Design Partnership would like to thank you in advance for any and all assistance you might offer in our obtaining this temporary permit. Respectfully submitted, DR ER.sHYP ARCIRTECTS,INC. Ange etr zzelli,President A.[A/NCARB Cc: Father Keyes Bill Hogarty John Meier& Al Dumont—Fax Ben Lanni—Fax Pat Saitta Peter Silva David Jones Pile AP/ka/New Churob.Corr PRINCIPAL ANCELO PETRt3ZZELLI A ERICAN INSTITUTE OF ARCHI'T'ECTS 12/18/98 17:23 TX/RX N0.3127 P.002 12-18—'1.9�J8 'SPP'-1 FROM DESIGN PARTNERSHIP 1 978 37.3 G7 7 9 P. '3 MIG ,A tr9 fAiZtVR G G1t ?til• W I t l9oYG fc MA• aim OF +1 Zot �I 1 jj �drF cs'rinT, � �.. T„• � � I� d- { � I '�:a�• rte or.��.�t,7t�a. t � II 11 Yo GI 4Tapl- ' �.` � f•{4 T. ME rfi'SANIN9 I l -FYsr,.•2.�r L)v� - rrI rr;X11 r.d fg averj fi , nnrM 1 1�� �r '�yvr�ew Y1r!CVi-SA J�W n,l Tj SECOND FLO( 1111 ) _,wV C,sr�l. G�'.t.ef[ws y I I I [ li � si I t i _moi I I . t t � Y �� p}yrc,twY .2 w• _f r — , 12/18/98 17:23 TX/RX N0.3127 P.003 ■ .. 10-j,18-1998 4.:2''SPM FROM DESIGN PARTI,,IEPSH I P 1 978 37.3 G779 P_ 4 AIEP-A of FIRA I [biG LuA,r..�.r. uV�•. � ChPr14Y. � `t l r �rif•7 I IYI�. 4F. s- i�c - €u.nr�s gr� ,W ` f A�r 1Q. �,f ,�..j ----I `� �. ... I \;,}:.'_•r� at1, r• tJur eatiex .�1� 1 ..1 t i� ZLM I ll ;rrr t !'[OCbt���++rr..�� •� I ff Fo-w'tvF.kN ?,A �� 1 j- [s.,,� 16 t —;..Yy. €sa r.ls'y li C}rr'i`Y •r stSt' y'" y `v`,:'"-t�^��p �..-. +ta'aMdrR�G;+� vmOo.ar w rl� r,c,s2 I { er r 'Y-r H 4 �, LSGCa. ,I, vo. WA ' F sTu/ wwi�trtid i f1��J`k �I +fir I� - ,....- �- -f �:-. .+I :�• .0 LC.3YI4.atJ .I 1' i'i_I I I �QI Tf..4•`V 5'nrc�%T44:•-'.�.t.rtt O t ItI 4 r..:a rATrt&4 `r�P'f��� 'S• retSe.T' .R,� -'' 'Y'I''`1� }' I ... 7 � �rsi' 14 Lr, f 1.4 01, }Y/ec.r.0 .} f'r�.y LrM1MT L141y ; y KB 'siLf•+r-� I , . Tic , 1 12/18/98 17:23 TX/RX NO.3127 P.004 6 � 10:59AM PROM DESIGN PAPTNEF2SHIP 7 978 J/J G77.9 P- 1 RENE MUGNIER ASSOCIA7ES, INC. STRUCTUM ENGWEEAS 6&70 UNION SQUARE 3VITE 204 30MERVILLE, NA 02143.3032 POONE(617)666.5586 FAX(617) W4116 Past-4r Fax Note 7671uice To From November 19, 1998 cn.rr>ape co. �j� 4 � 4 Phone 0 P1 pane# "7 ` Fax�k Cyd_ Fax 0 Angelo PetrozzeUi Saint Michael's Church. 196 Main.Street Borth Andover, MA 01845-2958 RE:Saint Michael's cihrtmh—North Andover,MA Dear Mr. Petroazeili: We have performed an independerrt structural engineering review of the referenced project as required by the Massachusetts State Building Code, Appendix 1, section 1-1 through 1-6. The structural drawings were reviewed. The design loads conform with 78.0 CMR. The design *Merle and design assumptions were found to conform with 780 CMR and the accepted ensirleering practice. We received the geotechnical report prepar44 and we found that the design follows and respects the results and recommendations of the investigation. The organization of the structure was conooptually correct. Independent calculations were made Mr approximately 10% of the system members and details to check their accuracy. We found that the structural design shown on the drawings and specifications conforms with the structure and foundation requirements of the Massachusetts RECEIVED NOV 2 0 1998 BUILDING DEPT. 11/20/98 11:57 TX/RX N0.2691 P.001 1 1-2t�-'1 998 1 0:59AM FROM CIES I GN PARTNERSHIP + 978 J/J 8779 P. 2 State Building Code 730CMR, Appendix 1. There was no deficiency found that could not have been resolved with the structural engineer of record. Very truly YOU, (W aC*INV. � ' MAXIM@ ;g A1U4hiSi{ A Rene Mugni RENS MVGN S, INC. RMlpsf z 11/20/98 11:57 TX/RX N0.2691 P.002 Y 11-210-1998 1 0:s9AH FROM DESIGN PAR7,JER SH I P 7 E)7,9 37.3 6779 P. .2 Design Partnership Architects Im Three Washington Square Suite 400 Haverhill,MA 01830-613,9 978*372*9400 Fax: 978*373*6779 November 18, 1998 Town of North Andover Building Department 146 Main Street North Andover, Massachusetts 01845 AWN, Mr.Robert Nicetta,Building Inspector RE: New Sebool St.Michael's Parish North Andover,Mrs D. P. A. Proiect No.R95-9-126 Dear Mr. Nicetta, Design Partnership has been involved as the Architect with the design&construction of a new elementary school at Saint Michael's in North Andover since Sept.95. Design Partnership signifies that, in accordance with Mass State Building Code 780 CMR Article 116,and to the best of our knowledge and belief the new elementary school has been constructed substantially and in accordance with the plans and specifications that have been submitted,to your office. Furthermore, it is also DPA's belief that all codes&requirements have been met. If there is any other information you require,please call us at our office at the above number. Resp "Y� 4 Ali DES P ERSHIP ARCHITECTS,INC. Ang o r e T, President ,, ,,, sb. SRS AIA R2B Cc, Father Keyes& Bill Hogarty Peter Silva& David Jones John Meier& Al Dumont!-Fax Ben Lanni—Fax Pat Saitta File -47 AP/ka/StMichaels.Corr2 esst truly (13113 3U DD TTTf"TDAI AATf=CT f, T3L'TD r%77L'T T T AA ACTS Te"4%1 TATCTTTT TTr. ^I- Ar7d1TTTZr.i Tr0, 11/20/98 11:57 TX/RX N0.2691 P.003 g 1 1-20-1998 10:59AM F4DM DES I GAJ PAI CTNEPSH I P f 978 37.3 677.9 P- 4 E N G I N E E R S D E S I G N C 0 N S 0 R T I U f 15 LAWRENCE COURT, WILMINGTON, MA 01687 (978) 694-9669 FAX (978) 694-761 LOW Towns of North Andover Building Department 146 Main Street North Andover, Massachusetts ATTENTION: Mr. Robert Nicetta - Building Inspector REFERENCE: New School St. Michael 's Parish North Andover., Massachusetts E.D.C. PROJECT #98003 FINAL INSPECTION AFFIDAVIT ELECTRICAL In accordance with Section 127.0 of the Massachusetts State Building. Code, 1, Ernest S. Durb being a Registered Professional Electrical Engineer, hereby certify that to the best of my knowledge, the above named project was constructed as per the applicable drawings and the Massachusetts State Building Code. I submit that the project has been satisfactory completed and is in readiness for occupancy. ST �scy ' Ernest" S. Durb P.E. #24g ,$ FRS. ENGINEERS DESIGN CONSORTIUM a DURB n No. 245584 a/S-T E s sr � RECEIVE . . ECEIVE ; ' . N 0 V 2 0 1998 BUILDING D 11/20/98 11:57 TX/RX N0.2691 P.004 7 7-20-1998 7 7 :00'AM1 FRO l DESIGN PAR71JERSH I P 7 978 37.3 677.9 P5 inh CROSSFIELD, ENGINEERING, INC. 61=NTPUL 3TRPET• MA$M2 C 1USV +QF833•t978)332.4ZV■ PAX tV7$)332-7302 NOVQTl.��7eT Zu, 1998 Town of North Andover ftUding Department 146 Main Su-mt North Andover, MA 01845 Aun. Mr.Robert Nicetta,Building Inspectbr RC; New School St MICILUlis Parish-North.Andover,NIA D, P. A. P=Qj gt Ng. R95-2mj7 HVAC AND PLUTvMrNG AFFMAVTr I her cby ccrtify to the best of my knowledge,informatior4 and Witt that the E VAC atzd PLUMBING work done on the building located at MAIN STREET, TOWN OF NORTH ANDOVER callcd ST.MICHAEL'S PARISH SCHOOL, buihby WALSH CONSTRUCMON, as shown on the HVAC AND PLL7M INCr places dry m by C.WSSFIELD ENM4EERINNG, INC,, Reg.Fng.No. 8546,dates! May 11,1998, has bt=clout in coo.£bmAty with the abovt- mentioned glans, This ov6ficattion is'based on regWar 4upeet ons whieh'I mado:t the site while the HVAC AND ]?LUNMrNG phase of the work was in progress. Signed BY:(',� ,�y;ter L.t t Stamped Seal: Date: Fa A. w i 1W4� r O RECEIVEC NOV 2 0 1998 BUILDING DEI 11/20/98 11:57 TX/RX N0.2691 P.005 ' I 1 3-20-1998 1 1 :U7 0,A�.1 FROM DESIGN P.ARTNEP.SH I P '1 978 372 2 677.9 P. 6 FROM Bergman E, AsSociates Inc. FA:,,C NO. 978 374 8285 Nov. 20 1598 11:35RM P1 Bergman Associates, Inc. Engineers 20 Washington Street Haverhill, MA USA 01832-5524 Tel. (978) 37Z.112,5 Fax (978) 372.1I30 November 20, 1998 Town,of North Andover Building Department .Robert Nicetta, Building 1rispector 146 Main Street North Andover, MA 01545 RE: New School St. Michaels' Parish- North Andover, MA D.P.A. Project No. R95-9=126 bear Mc, Nicetta, Bergman&Associates, Inc. has been involved as the Structural Engineer of a new elementary scfwol at Saint Mich-ael's in North Andover, MA. Bergmau& Associates, Inc. signifies that, in accordance with Mass State Building Cock 780 CMR, Article 116, and to the best of our knowledge and belief the new elementary school has been comtructed in accordance with the plans and specii;lcations that lave been submitted to your office. Furthermore, it is also Bergman& Associates belief that all codes aur}requirement have been met. Respectfully, BERGMAN & ASSOCIA ESOF fN ► ,� :•� RICHARD VA w. ' ARf1Gta sratrM ' Richard A. Smith � SIV RA � o. .31UZ4 Senior Structural Engineer ,. : RECD,-4•.. �.� NOV BUILDIN .. :�.: 11/20/98 11:57 TX/RX N0.2691 P.006 8:osAm FROM DESIGN PAPT11JE4SHIP 1 978 373 677.9 P. t Three Washington Square-Suite 400 Haverho),Ma.01830-&039 Phone: 978-372-9400 Fax, 97$-373$779 DESIGN PARTNERSHIP ARCHITECTS, INC. ti F Aix To: Bob Nicetta @ N.Andover Bid. Dept, From: Angelo Petronelli Fa= 8'C � �c?. ages: 3 Phone: 688-9546 Bate: 09/03/98 Re: St. Michael's cc: . file E3 urgent x For Review, ©.Please Comment., 0 Pleats*Reply ❑Please Recycle e Comments: i SER 3 199$ 09/03/98 09:05 TX/RX NO.1310 P.001 ✓6_l7: l 398 9:O16Am FROM DESIGN PARTNIEPSH I P 1 978 373 6779 P2 FIRE RESISTANCE DIRECTORY (BXRH) -IRE 'RESISTANCE DIRECTORY (SXRH) 339 C,-ESISTANCERATINGS - ANSTUL263 (SXUV)-•:D.9I7tru80 .7PE, ,Rte5i5TANC5 PRTINGS - ANSI/UL263 (BXUV)-')nnrruetr runners oeroendicutar to cross: :ees, Tile iaAeth parallel with cross tees, Hacker Industries. Inc.-iv;e Souno-4at. w Chicago Metallic Caro.-IvpeS Z50. :250, :850, System No. 5 If Acousdca! Material"-Nom t2 by 1^c in.and 12 by 24 in. tile. Nem 12 ; Finish Ftoerinq-Fioor Tapping M4xture^-i to 7 gat or++�acar mrxav e by i2 in. tiles used in 3 by 5 Ft grid modules. Tile used in 24 by e0 in. with 30 lbs of Roar topping mixture and : 0 to 2.1 u ft of sand, 36wnwara access may be either 12 oy 12 in. ar lZ by 24 in. <errea-edge Compressive strength to be 'No psi min, ,`iin thicxness to be 1 in. Cite.•access ilei to ee provided with hotd-dawn splines, min Z irt. lona, ! Maxxon Cdrp.-Type 0-C. GC. GC 2000. L-R or i-F, Fr inserted in kerr of free edge prior to ptacement and slid along kerf to i Floor Mat Materialsapthonal)-Floor mat material nom 1/4 in. 'ngage adfacart Ciro kern -placement. jaraer panus supported at .hicx sahered to subfioor with Maxxon Floor Primer. Primer to be walls by min 0.020 in. ,nick(24 gauge)steel channel 2 in.deep with 1 I applied td the surface of the mat prior to lath placement. in. Ranges. Watt springs are insradea between watt chaetnee aha boraer Maxxpn Corp.-Type.acoaiti-Mat. Cite t0 minimize gaps between riles. See Acoysocat Materials (BYrn, Metal lath-For use with door mat material. 3/8 in. exoanded g USG Interiors, Imc., for 60eciiic rite details. gatvanizea steel diamond mesh, 3.4 lbs/so yd placed over the fladr USG Interiors.I1c.--Types FR-8i, FR-83. mat material.Floor topping thickness a nom 1,in.over the-tlaor mat. �fifing the UL Classification Marking Z. Buiiding Pager-Commereiat,rosin-sized, 0.010 in. thick. 3. subftoor-i by 6 in.. T&G: places diagonally to joists. or 15/32 in. ptywood. min grade'"C-0" ExOosurt i or "C-0' with exterior giue, and Design No. L261 Il conrorminq with P5 I-8s, face grain of plywood to be perpendicular to Assembly R.atIn -1 Hr. joists with joints staggered. Unrestrained 5 Y 4 4. Woad Joists-z by 10 in.. 16 in. OC. firestapped. Finish Raring-18 Min. 5, Bridging-1 Dy 3,in. 5. Harigier Wire-No. 12 SWGacv steel, attached to wood joists with 16d E nails located at least 7 in. from the bottom Of the joists. Hanger wires spaced 48 in.OC along main runners with additional wires to occur at all - —� four corners of tight fixtures and at midSOan of CMTS tee$ adjacent to t i -•p -T-=+'� tight fixtures and air duct outtets- i 7, Dud Support'-'0uecs suoporraa by 0.134 in.thick gale steel angtes..i by i in.,baited to 0.072 in, gals steel dud hangers, 22 in,at each side of duct outlet and then 60 in, OC. Attached with nut and bolt passed t through a drilled hole in the joist,located 7 in.from the underside of the I.. joist- \^ �— 8.Air Duca-Gale steel. Total area of duct opening not t0 exceed 25 sq in. per 100 sa ft of ceiling area, Area Of individual duct opening not to exceed 51 sq in. Max dimension or opening a in. outside face of duct throat protected with i/i6 in. thick ceramic fiber paper.As an attL ate 7"', -Itto the gale steel duct.air ducts fabricated from rigid Air Cute Materials" -• t.l rS r r may be used.The total area of dud openings not to uxcaed 25 W in.Por t l each 100 sq ft of ceiling area. Area of individual duct opening not to II exceed 51 sol in. Max dimension of opening a in. The sheer Steel duct ss.Hid drop or outlet is positioned at the center of a 24 in.tang,2Z MSG sheet 1 I SteeL duct timer. The sheet steel duct drop is insulated with a mom 1 in. ( thiole, 5 pcf density rigid round glass Aber material. The ducts are supported by t6 MSG, 1-1/2 in. cold-rotted steel Channels, suspended 3ftr4ee A-A ( from the jvr6tS with 1$.SING,galy hprger wird. Channels ire located 1. Finish, Flooring-1 by 4 in.. T&G: laid Oerpendicutar to joists, or I directly below the sheet steel duct Liner. one on each side of the duct 19/32-in. plywood, minimum arads '•Underiayment' ar -5turd-t-Boor" drop, and are spaced between duct drops at 72 in.OC`or duets up to 36 with T&G tong edges, and conforming with PS 143. Face grain of ( in. nide ana 48 in. OC for ducts between 36 and.60 in. -,vide. olywood to be perpendicular to joists with 11Joints staggered, Johns Manville International Inc.-Rigid. Class I, r IA.Alternate Finish Flooring-The alternate Knish flooring may Consist of Knauf Fiber Glass rimbif-Rigid, Class I. the following: ! Owens-Cominq Fibirgtas.Coro.-zigid, Class i. System No. 1 9. Damper-.No. 14 MSG. gaev sleet. rotected on doth surfaces with :/16 Floor Topping Mixture•stem N gal. a7 water to 170 lbs. of'Roor in,ceramic fiber pacer ano held open with a Fusible Link.(Bearing the r Cooping mixture to 595 lhs. of sand, Compressive strength 900 psi UC Listing Mark). Damper to.overtax duce puttee 1 in, min, minimum. Thickness to be : in. minimum, 3ukdrn4 paver (Item 2) 10. Fixtures. Recessed tight-4earing the UL Listing Mark)• Fluorescent optional. tamp type,steet housing,2 by 4 ft size.=lxtures smea so their area doe: net excesa a sa ft per 100 sq ft o[ceeiinq area, 'Hired in Conformance Floor Crate Systems, Irto.-Type II. System No. 2 with the National Electricat Code. Floor Topping Mixture•-Foam concentrate mixed 40.1 by volume ti. Fixture Protesttan-acousttcat Matertatl-918 Cr 1/4 in, thick, .-uH amp :rich water ana expanded at:QO osi through a foam nazzte,:Hix at rate into pieces to form a 5 iidea enclosure, rectangular in cross-setrIon or 1.. cu R of areformed foam ca s4 lbs Hype Portland i.ement and 3Dorox /2 in. Longer and wider than the fixture with sufficient deotn tc )WIN 300 lbs of lana with aapraximatety 5.5 gat or:parer. Cast density or • provide at Last :%2 in. aarance oetween the too OP the rixtu4e arta tri ate, Floor Taapina Mixture 100 !,r Or 5 pct, Min compressive strength artctasure. he pieces are herd together ny 3d nails spaces in. 0.[ :000 psi. Thickness 1-1/2 in, i.S}-surface perforaaens. Etasiizeti Corp. of America-Type FF. Celotex tarp.--Type Sib or 1/4 in- O (5). System No.3 '2, F1%=re stabi(izer-one per fixture assematy min 0.053 ;n, chick i it ., Floor Topping Mixture'-•=oam Concentrate mixed X0:1 by Volume gauge) oainteo steel channel. prmeo as a yoke, secured to •pep a witm water aria excanaea at 100 Psi through a foam nozxie.Mix at rate :useension memders adjacent to !.Ong dimension of and at midwan o of i.4 cu it or orerormed foam to 94 tbs Type I Portland Cement.52.5 each fixture. when The type 1650 metal oans are uses (See Item 14A) Lb of Pea Gravet and 312.5 tbs of sand. with apprdxiinatety 5.5 eat of One min, 0,047 in. thick (16M%) gatvanizeo sleet channel yoke per at •pater, cast density of Floor Tooping Mixture too'(+or -) 5 Pd. Min tient fixtures, secured to the woo at mtdspan of cross tee on earn sip comoressive strength 1000 psi, T e-kness t in, of Axture. Lite-Crate, Int-Type A. 1ZA. Fixture Stabilizer-r'NOC shown) iQotionaO-Min. 0.020 in. thick,12; ' system No. 4 MSG) tainted steet soarer bar formed as an angte with i in. legs an Floor Topping mixture•- 6.3 gat Of wafer to 8D lbs Of Roof t0001na hemmed doges and swts.aerpertaicutar to ana'near the encs of the soaca mixture to 1,9 cu rt or lana. ,Min compressw- scrangth .000 psi. Sar for engaging over the ouLb or the tees, c.rigaged over the ouW a thiCkneSs 1 in, midsdan of the cross tees On each side of light"fixture ana over the dui Haexer induswes. Inc-Firm-Fitt. Firm-pill,2010, Firm-Fill Mian of the adiatent crass tee. Strength. Gyp-Span Radiant. :3• Mold-Gown Clips-t-1,'I6 in, sign oy 5/8 in. .wee, ),015 in. :hits Fioor max material nom 114 in. spring itee+, spacea aver cross lees. one ser 24 in. tangcn sr tier thicx icneree t0 sugrtdar .with Hacker 'Floor Primer, ?rimer t0 Joe Accessible notd•47bwn Ctios, ;•3/16 in. ;ono ano formed of min 0.0 to it %outiea t0 the surraca Or -.he mat ,nor to the mac,ement or a min thick 132 gauce)oaintea steet t0 rit over ease or hie aria ctamn to rtanc •i l2 'n. .)r'loaf-toppinq mixture. >i su5aefision memoer. may ce used. LOOK FOR MARK ON PRODUCT 09/03/98 09:05 TX/RX N0. 1310 P.002 Eo-n-3- 998 8:0- -"Am FRD1 l E)ESIGN PARTNERSHIP 7 978 373 6779 P. 3 a =FRF R5SZ57AXCJ! DIREC.RY 1amz r) -TRE.gZ3F57Aru:F DIRECTORY/SXRh) ZkG ,FrRE ?ESISTANCc ,ATINGS • ANSIr'ULZ63 (6XUV)- ontfnuea FIRS RE!IBTANCE RATINGS - ANSI/ULZ63 MUVI--6ont7Ruea : Design No. L209 ? of i•u ctr ft-3f vrefbrmed roam cc ;4 abs type i forttand Cement aria 300 lbs of;aria with acuroxtmately 5.5 dal of water:Cast density of Unrestrained ASStfriDiy 138CtY10-i Hr. 'Floor ioopina Mixture 160 S. or •` 5 9c. Min comoressrve strength Finish Rating-14 `+Sin. ;000 nsi. Thickness 1•1/2 in. N° I Elastizelt Coro, of America-Tvpe FF. .� I Syatam No. 3 'T 2, 3 ) t Roar Topping Mixture••-roam Concentrate mixed 40:1 by volume with water aria maned at I00 psi ttirougn a foam nozzle,Mix at rate NOR T t ! of 1.4 cu ft of preformed foam to 94 lbs type I Portland Cement,02.5 Lb of Pea Gravet aria 312.5 Lbs of Sano. with approximatety 5,5 gat of �) \; !./'>•1 -.t •, �- ' C; + water- Cast 3ensity of Floor Tooping Mimmyo 300 f+or •) 5 oa.Sin wmpressive strenatn 1000 psi, Thickness i in, 14 3' tate-trete,Ine--+Type L i411N., SV$tem Nd.4 Roar rapping rnWRata•-5.8 qai Di water to 8C ms of Itcar Looping�•-.y'. �� `� mixture to 1.9 eu it of sand. Min Compressive strength 1000 psi, —a" 'MIN. ( ! thickness 1 in. r s ! backer Industries, Inc-Finn-Fill, Firm-Fill 2010. Firin-Fitt High ell, Strength. Gyp-Sean Radiant. 2-1/2 VVV lwl mpt. Roof MatM7tareats•- (Oationa�l-�ieor mat material noir+ i/4 in. na thick adhered Co subfloar with Hacker Floor Primer,.,rimer to ae appifed to die surface of tfre mat prior to the placement of a min 1-1/2 in, of floor-tapping mixture. Hacker Industries, Inc.•-Type Sound-Mat. f System No. 5 Finish Acoring-Fedor Topping W=W-9 t4 7 gal of water mixed with 80 lbs cf floor tapping mixture and LQ t4 2.1cu ft Of Sand, Compressive sCength to be 1000 psi min. ,Min thickness to be 1 in, Mavain Carp,-type D-C, GC, GC 2006, L-R or r-F, Roar Mat t+taterials'-(`0ptionai)-Floor mat material nom 1/4 in, # thick adhered to subftaor with Maxton Roar Primer. Primer to he { G applied to ttte surface of the mat prior to lath placement. Macao„ torp.-Type Acousd-Mat. L Metal 14th-Far use with floor mat material, 3/8' in. expandad \ I gatyanized steel diamond mesh, 3.4 lbs/sp yd placed over the floor K•-r = •. --� mac material. Floor tappierg chkkrress a nom : im.Doer um floor mat ^ �^ . -� 2. $uitding Paper-Commerciat rosin-sized 0,010 in, thick. 3.SudRoortng-t by 6 in.T&G,fastened diagonally to joists.or 15/32-in. plywood, min grade C-0" Exposure 1 or'L-0" with exterior glue. and Conforming with PS 1.83. Face grain of plywood to be perpendicular to s� 4,Crass bridts withging- bairm y 3 in.' - { f. 5. MxW Jafasa-3 by IO in., ;Rated a in: * 1/2 i pRee• �s 6. Fie,.es3 form a S sidernenclosi Marapez idol In in. thick. Cut into pieces to Foam a 9 sides enclosure. trapezoidal in crass-section. approx r• 1/2 in.Longer and wider than the fixture with sufficient deotn of provide at least 2-1/2 in. ctearance between the too of the fixture aria the enctosure.The nieces are Meld together by dd nails spaced 12 in.OC min. - (5)-Surface Perforations. 4 Armstrong World Industries, Ine--Type P f5). 7, Ftexible Ste&Conduit-fBearing the UL Listing Mark). S, Fixtures, Recessed Ugfrt,-•,Searing the UL Listing Mark), Ruorincerrt ;amp type,steet housing,2 by 4 ft size.Fixtures spaced so their area does / h not exceea 16 sq fit per 100 sa it of ceiling area.'Mired in conformance (< ! with the 4ationai Eiectheai Code . Fixtures and ballasts must 5e I r considered for these amdient temoerature conditions before insra"cion. 9, itangef wire-Galy steel 12 SING min diam,Scaeed not more than 4a in. OC 3mriq main runners, aajacent to intersections of main runners and I f cross tees. Additdnat hander wires reauirea ar at{ Four comers or tight fixtures, at rnidsoan of cross tees adjacent to Light fixtures, air aua outtetS aria at main runner splice locations. manger wire suoportea from i 3d common naffs located 1.1/2 in. below sudflooring. 10, Steel Framing Members'-Main runner tees nom 12 It lona,Soared 4 ft 0C.Cross•tees nom 4 ft tont;,instatlea pemandicutar to main runners ana spaced 2 R OC, Armstrvrtq Wortd rrtausVi4m. IMC—Types AFG. AFC-A. CGC Interiors-•-types OXL.OXIA. OXt2. OXLZA.SUL,SOXLA,ZXLA, 1. Finish Flooring-1 by 4 in_-,Uj: '.aid percenoicuiar to j0i3rs,Of 19/32 Chicago MltatttC Coro.-types 250,260, 1250, 1260,1850, 1a60. .; 'n. piyw000. min grape"Uncertavment'or 'Stura-I-Roar' with T&G long Naanat Rolling Mins int.-types FG, FST-0000, •e000A, •8000, "•f pages, ono ronrdrmrnq with �S 1"d3. Face grain of ptyw000 to de [t6000A, MYR-6000.Type GLSP(Consisting of main runners,4 ft oemendicular to joists with joints staggered, cross eves and stP4C straps) for use with 24 by 48 by 4/8 or 3/4 1A- Alternate Finish Floating-+he atternate finish rloorina may consist of , in. thick Type P lav-in panels. the iollow,ng: U54 Interfere,Ina- ypes 0X1„DXLA, DXLZ,DXLZA.SDA,SDXLA. System No. 1 crctA- Floor Tooptnq +Mixture'--i0-�3 gal, Qf water to 17C lbs. ,:if f000r 1CA.Steet Framing Members--;or use with Mezric size panel. describea I opping mrxtwe to >95 'sbs. or lana. Camoresstve svengtn 300 pet unoer item 13. ,`fain runners nem 3600 mm long, spaeea 1200 mm QC, minimum. <hirkne33 to Oe C '.n. m,niMurn. 3ulldinq paper (Item 2) CfO;+ Cees nom 1200 mm wnq, ;nstatlea comenairular to main runners '.,c. opnonat. and 10AMI 600 mm 0C Por 600 tiv 1100 mm Lav-in cants Floor Crete Systems, Inc.-:ype lI. CG{ Interiors-types OXL. OXLA. OXLZ. OXLiA SDXL. 50XLA. system No. Z us&7471:e1f011.:nc-7ypes DXL,DXLA, DXLZ, DXUA.JDA. SDXLA, i Floor Taooinq Mixture•-%•oam cencentrate mixed 4-0:1 by volume C1. Air Duct-+rormea sr :0, NSG aaty steet. with duct aoemngs not Meth water and exoanaea at 100 ort trirauan a roar:i nazzse.Mix at rate rxceeainq 113 sa+n, ;er aacn ;00 sa rt or cerlina area. ,area of ino duct iZ LOOK FOR ,NARK ON FRO 000T 09/03/98 09:05 TX/RX NO.1310 P.003 DesignPartnershipArchitects Inc. Three Washington Square Suite 400 Haverhill,MA 01830-6139 978*372*9400 Fac:978*373*6779 November 18, 1998 Town of North Andover Building Department 146 Main Street North Andover,Massachusetts 01845 ATTN. Mr.Robert Nicetta,Building Inspector RE: New School St Michael's Parish—North Andover,Ma. D.P.A.Proiect No.R95-9-126 Dear Mr.Nicetta, Design Partnership has been involved as the Architect with the design&construction of a new elementary school at Saint Michael's in North Andover since Sept.95. Design Partnership signifies that,in accordance with Mass State Building Code 780 CMR Article 116,and to the best of our knowledge and belief the new-elementary school has been constructed substantially and in accordance with the plans and specifications that have been submitted to your office. Furthermore, it is also DPA's belief that all codes&requirements have been met. If there is any other information you require,please call us at our office at the above number. Igo y, \S1;ot�p AR�y� PBi ERSHIP ARCHITECTS,INC. _'2 J Y r e r, PresidentB Cc: Father Keyes&Bill Hogarty Peter Silva&David Jones John Meier&Al Dumont—Fax / Ben Lanni—Fax Pat Saitta File �- 23 AP/ka/StMichaels.Corr2 pRrrvrrPAf. * ANGELO PETROZZELLI * AMERICAN INSTITUTE OF ARCHITECTS WAL S H Engineers and Contractors 150 Hampshire Street Cambridge,MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 November 18, 1998 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta, Building Inspector RE: St Michael's Parish School 80 Maple Street North Andover, MA. Dear Mr. Nicetta, Walsh Brothers Inc. has substantially completed the work at the new St. Michael's school located at 80 Maple Street in North Andover, Massachusetts. The purpose of this letter is to certify that this project has been completed in accordance with the 6`h Edition of the Massachusetts State Building Code and Article 116.3. The work has been completed to the best of our knowdge and belief in substantial accord with 780 CMR 116.3 items 1 and 2 and that there are no deviations noted. Please do not hesitate to contact me with any questions or should you require additional information. Very truly yours, WALSH BROTHERS INCORPORATED Alain Dumont C s ction up dent license#057275 cc: Bob Cox, Peter Silva, Angelo Petrozzelli, Father Keyes WAL S H Engineers and Contractors 150 Hampshire Street Cambridge,MA 02139 BROTHERS phone(617)492-4011 INCORPORATED facsimile(617)441-9062 November 23, 1998 Town of North Andover Building Department 146 Main Street North Andover, MA 01845 ATTN: Mr. Robert Nicetta RE: St Michael's Parish School 80 Maple Street North Andover, MA. Dear Mr. Nicetta, Walsh Brothers Inc. has substantially completed the work at the new St. Michael's school located at 80 Maple Street in North Andover, Massachusetts. The purpose of this letter is announce our intention to comply with your request that within 30 days Walsh Brothers will have provided the center railing at the Common room stair. Please do not hesitate to contact me with any questions or should you require additional information. Very truly yours, WALSH BROTHERS INCORPORATED Alain Dumont cc: Bob Cox, Peter Silva, Angelo Petrozzelli, Father Keyes Sep-0--98y06 :0 P FROMP . 02 DUMONT 2 _ ;4 til, Tr ^•� � `lf��rvw�', .. .. .., :nryt�..r'. .* ,\` P � / ...��•�.��`" * � �' �' � '•� 7,1 '�„�� ..taw- _ _ _ � _ � .'rC'� « `lr�,... «...... R, - _• '� ,1 ' � may. .. ' r Y ' Z a. J + 1l`.' r'' '�'•'i Y J .. tell -XN Ile If _.. �n.� �•,h'�34 ^' `��c }R: .1�}�����3��.. .:"n'S i i'/..t C.'.:•:�( f'••.�r.�h' `��:M M�('i���+f � � 44 c t� Sep-02-98 06 : 07P P . 02 y-�r i yea 10:t9AM FROM DUMONT 2 Al i a. . se Oil i Y A ',�A�. •^ .d. -. r I. C, ,.�i„�d„ � ,;�, � i. ^�•� jar .. ,. . 1`.\' a• f,,�r . .moi![! .j' '� � •�� ��- rjY�Mi,�_, 1 �.M4 ,1.1 ••� .�5,, �f `, �. J .T��X`r.•• �� L .'^moi'. •J"• ,r a••. �f�s.\ -ti '�h` �•" •,•�.. { '�•�•• � J•�r 1 / �� ."� 1,� �', '�a tri' �t �► s.F` � f`� _, - "•moi. ,^" .,' 1•, '_ .� "' '`• "` `fit. 4:71 '` �"�f`-,L., ::�'S tY...tt.':'!� I..��"� /t 310-+f �r Office Use Only w� Permit �No_ ed � ?,+�c e0'1?l�1Lo"•2Zv�.�'T�dr�SSri?C�"r,2G5�?75 Occupaner 8 Fee Checked v w 9 r we r ;V-d&sway BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Cade 527 CMR 12:00 (Please Print in ink or type all information) Date S�' To the Inspector of Wires: Town of North Andover The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number clb miwjcm Owner ox Tenant Owner's Address - / Is this permit in conjunction with a building permit Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Am(ps� Voits Overhead ❑ Undgmd ❑ No.of Meters New Service I C)() Amps 2' Voits Overhead E�_ Undgmd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Eectndal Work ' War , Total No.of Light8rig Outlets No.of Hot fuse No.of Transformers KVA Above ❑ In ❑ No.of Lightinq Fixtures Swtmmrn Pool qmd ❑ gmd C Generators KVA No.of EmergencyLighting 9 9 No.of Receptacles Outlets No.of Oil Bumers Battery Units No.of Switch Outlets No of Gas Bumers FIRE ALARMS No.of Zone Total No.of Detection and No.of Ranges No of Air Cond Tons Initiating Devices Heat Total Total No.of Dioosal No. Pumas Tons KW No.of Sounding Devices No./of Self Contained No.of Dishwashers Soace/Area Hearing KW Detection/Sounding Devices ❑ Municipal ❑ Other No.of Dryers Heating Devices KW Local Connection No.of No.of Low Voltage No.of Water Heaters KW Signs Batlases Winn No.Hydro Massage Tuds No.of Motors Total HP OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent= NO = hLava-submaed valid proof of same to the Office YES= NO = If you have checked YES please indicate the type of coverage by checking the appropriate box INSURANC BOND = OTHER Please Specify) /{� (Expiration Date) Estimated Value of Electrical Workb 1®W Work to Start Inspection Date Resquested Rough Final Signed under the Penalties of perlury: FIRM NAME • UC.NO. &7 924 Licensee y11q �. 4d] y f+ SI LIC.NO. Si%Q923� us.Tel No. Address Alt Tel.No. OWNER'S INSURANCE WAIVER: I am aware that the I.Jitenses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And that my signature on this permit a plication waives this requirement. Owner Agent (Please Check one) �y Telephone No. PERMIT FEE S,Y/(J}[/ - (Signature of Owner or Agent) Na I J U Date...... TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING SACHU This certifies that ...... ....... ........ ........................ .... .. . ....... has permission to perform ......t I 'e,L.), -C, ...%.Al wiring in the building of.....5 f V"', I((- /4** ................................ .. ............. "t1/6GYJWii� .5 ....................................................................... North Andover,Mass. Fee...... Lic.No.�..o".....N" ............................................................. ELECTRICAL INSPECTOR 5/0011,4- -fQ 50.00 PAID WHITE: Applicant CANARY: Building Dept. PINK:Treasurer MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING Sl..� (Print or Type) NORTH ANDOVER, , Mass. Date ,._19 bulldlnpc 'nn Permit #. G}-7 Locatlon I t I r 1 (yj � ^ nn Owner's &3 > V l,rr r— rh n— Name New Renovation O Replacement p Plans Submitted: Yes❑ No.❑ FIXTURES . at « s w = �n 16 's « U = ei N ` M r ►.10 < 1• YM » p s a O 41 0� U > o Y a I- s I« 1 i s=i o o s j °s 0 sus—aaMT. aAeaMaNT t IST FLOOR ><NO fLOOP •110 FLOOR 4TH (LOON ITN FLOON ITN FLOOR. TTNPLOON ITN ►LOON Check one: Cadvicale Installing Company Name6-( 00( T- Vcorp. Address 6- C) ❑Partnership ❑Firm/Go. Business Telephone L2 -P-336 Name of Ucensed Plumber 7777-�tt t,-, r a� INSURANCE COVERAGE: check one I have a current liability Insurance policy or Its substantial equhralent. Yes J21— No ❑ It you have checked y", please Indicate the type coverage by checking the appropriate box A Ilabilly Insurance policy Other type of Indemnity ❑ Bored ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Skn ❑ s ure of Owner or Owner's Agent Owner ❑ Agent I hereby tartly that all of the details and informatlon I have submitted for entered)In appticallon are true and accu to to the best of my knowledge and that all plumbing work and Installations performed under thepe for this application will Nana with all lo pertinent provisions of the Massachusetts State Plumbingde and Chapter 142 al BY TRIO gna tx nse um r License Number /d 36 / city/Town Type of Plumbing license: Maslen APP110YED(OFFICE USE ONLY) Journeyman Date. . . . TOWN OF NORTH ANDOVER ,a ° p PERMIT FOR PLUMBING i � s ♦ i • ,SSACHUS� This certifies that . !. ... .. . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . f. . . . . . . ... . . . . . : . . . . : . . . . . at . . . . . . . . . . .: . . . ... . . . . :. . . . . . . . . . . . . . .. North Andover, Mass. Fee. .'. . . . . . .Lic. No.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . . PLUMBING INSPECTOR 12/49/93 48:59 100.00 PAID WHITE: Applicant CANARY: Building Dept. PINK:Treasurer PE`, rr'go 7 APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP 4-40. LOT NO. 12 RECORD OF OWNERSHIP IDATE BOOK -'PAGE ZONE SUB DIV. LOT NO. —I LOCATION //J�J�,� LSY J'� . PURPOSE OF BUILDING „OWNER'S NAME/ �/C� •'`� j /!�V v NO. OF STORIES SIZE 14 t,6WNER'S ADDRESS Z/?k 1i1/J�i� C,C.• f/ )n y D�JBASEMENT OR SLAB ARCHITECT'S NAME 77 1���'Zy N/ SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME S'CZ(= SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES-SIDES REAR GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE F + BOARD OF HEALTH l _ SIGN RE OF OWNER OR)kUTHURIZED AGENT F E E OWNER TEL.# PLANNING BOARD PERMIT GRANTED CONTR.TEL.# CONTR.LIC.# BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY S'OR1ES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE 3 t 2 I3 CONCRETE BL K. PINE _ BRICK OR STONE HARDW D PIERS PLASTER _ DRY WALL _ UNFIN. 3 BASEMENT AREA FULL FIN. B'M'T AREA _ '/ '/t '/ FIN. ATTIC AREA _ N_O B M FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 22 f 3 DROP SIDING CONCFETE —I_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARD"./'D _ ASBESTOS SIDING COMMON VERT. SIDING ASPH.TILE _ STUCCO ON MASONRY _ STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. d FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR I� POOR _ ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH (3 FIX.) _ GAMBRELMANSARD TOILET RM. (2 FIX.) FLAT A SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR 8 GRAVEL STALL SHOWER _ ROLL ROOFING I I MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE "--�"-- FORCED HOT AIR FURN. -- TIMBER BMS. 6 COLS. STEAM - STEEL BMS. 3 COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 1-i,-dl 11 NO HEATING y NORT►-� Town of dover L CJ f l to 574 , .Nort�i . dover, Mass., 1 19 CC)CH$CHtw1.V. 1' AORATED PP�x�.(C�. BOARD OF HEALTH PERMIT Food/Kitchen Septic System ' BUILDING INSPECTOR �'frl.l�. . . THIS CERTIFIES THAT........................ • Its ........�� • �. . Foundation ° i has permission to erect.... ......... on .......�.. `...... 0*00��..... ........... Rough to be occupied as..... .. .l.. .l...... . Chimney ; . �. provided that the pe son accepting this permits all in every respect conform to the terms of the application on file in ,k this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS r • ELECTRICAL INSPECTOR UNLESS CONSTRUCTI TS Rough z ............. .. ......... .............. ................. ... ............... Service BUILDING INSPECT Final ' Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIREDEPARTMENT Until Inspected and Approved by the Building Inspector. g Burner PLANNING FINAL CONSERVATION FINAL Street No. 1 Smoke Det. l SEWER/WATER FINAL DRIVEWAY ENTRY PERMIT i ,rz The Commonwealth of Massachusetts Only W.- A i= Office Use On -a C Department Of Public Safety77 ��..� LF;:P9:rMit No. y r� BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 ancy a Foe Checfced peave blank) �— APPLICATION FOR PERMIT TO PERFORM ELECT ICA "*'M*to be�.Ro�In.wro.nce*m ftmusau,u"n,a.esnw CQde,327 CMR MW L WORK (PLEASE PRINT IN INK OR TYPE ALL INFORMATION Date 7 City or Town of -The undersigned appiles for a permit to perform the electrical work described below. Ta the Ins ,nn pector of Wires: Location (Street & Number)�.V� Owner or Tenant Owner's Address Is this permit in conjunction with a building permit yes ❑ no.� (Ch,•;k Appropriate Purpose of Buildfr-, Box) Utility Authorization No. Existing Service Amps ------- ------JVolts Overhead C3Undgrd C3No. of Meters New Service amps I Volts Overhead Cl Undgrd ❑ No. Of Meters Number of Feeders and Ampacity Location and Nat-,e of Proposed Electrical Work• a/' No.of fighting Outlets No. of Hot Tubs TOTAL _ INo. of Transformers KVA No. of Li htin Fixtures Above In Swimming Pool grnd.❑grnd❑ Generators No. of Receotacle Outlets No. of Emergency Lighting KVA No. of Oil Burners Bette Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Conditioners TONS No. of Detection and HEAT Initiating Devices No. of Disposals TOTAL TOTAL No. of Sounding Devices No. of Pum s TONS KW No. of Self Contained No. of Dishwashers Soace/Area Heating Detection/Sounding Devices KW No. of D ers Heatin Devices Municipal KW Local ❑ Ca nnecilon ❑Other No. of Water Heaters KW N°• of No. of Low Voltage Si ns Ballasts Wirin No,of Hydro Massa a Tubs No. of Motors Total HP V OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policy Including Completed Operations Coverage or its substantial equivalent. YES ❑ NO❑ I haave submitted valid proof of same to this office. YES 0 NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ❑ BOND ❑ OTHER ❑ (Please Specify) SEP 2 4 ,g3ln Estimated Value of Electrical Work $ (Expiration Date) Work to Start Inspection Date Requested: Rough Signed under the penalties of perjury: Final FIRM NAME1'__'SIE_VA1 .ApM.0I Licensee�� R• ,4 Z44 mac- — LIC. NO. Signature AddreLIC. NO��_r ss Q �•A, ./tf� �; �L P_n /� - ----.,_Bus. tel. No 116614&5r1_ Y equivalent as required by Massachusetts General Laws, and that my signature on this application waives this requirement. Owner Agent (Please check one OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the Insurance coverage or Its substantial 'c/ (Signature of Owner or Agent) Telephanq No. PERMIT FEE i `'C r� Date... 0 i . 469 TOWN OF NORTH ANDOVER PERMIT FOR WIRING C14U This certifies that ........ .........w i?/:>............. has permission to perform ...... r;l-.)/G�r....... ........... .....14 C r ................ wiring in the building of......... ........Ory lk.<A,C(e .....................r. ....................... at.... ........ t............ .North Andov as M s. Fee./,-.0......;Av Lic.No. -..t1X............................................................... ELECTRICAL INSPECTOR 09/30/% 14:09 10.00 PAID WHITE:Applicant CANARY:Building Dept. PINK:Treasurer i`las Afar qr e December 19, 1996 Serving Eastern Massachusetts and Cape Cod Municipal Wiring Inspector John Thompson Town Office Building, 120 Main Street North Andover, MA 01845 Subject Location: St. Michael Church 194 Main Street No. Andover, MA 01845 Permit #469 Gentlemen: Please accept this notice as confirmation that as of this date our work at the above subject location has been completed. Should you have any questions or require additional information, please do not hesitate to call. Very truly yours, Atlas Alarm Corporation Paul M. Rich, President ITEC 2 3 Corporate offices • 1239 Washington Street • Weymouth, Massachusetts 02189 • (617)337-8866 Cape Cod Office • 659A Teaticket Highway • Falmouth, Massachusetts 02536 • (508)540-5507 • •^�%.PI ta UNI -UHM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) NORTH ANDOVER, , Maas. Date_ 1�-- I� ' 19� 'Z'• �� c Building C Permit # _ Location �b id l"3 c�j Owner's ,r Name _ ��i , New ❑ Renovatlon ❑ Replacement U-- Plana Submitted: Yes ❑ No C7 n - M >< ac is C a u ; _ « Z O xp F' < a' Y Ix O f-t! pap < M F at p O n O x v It a w < = s 1- o s < h w +e�� w Z O O 06 M It A v .1 !� � 30 p b M O Gua-1161WIT. IAIEMENT 1IT FLOOR =ND,FLOOR t !Rb FLOOR 4TH FLOOR 6TH FLOOR ! 6TH FLOOR 7TH FLOOR r 6TH FLOOR VIA ILL= �. Check one: Certificate installing Company Name �4jZke) Corp. Q Address c'2 2 r [i Partnership ��— ' A ❑ Firm/Co. Business Telep Wonle qZZ— 1r t�`� Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE: Check one have a current liability Insurance policy or its substantial equivalent. Yes 13' No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance polcyC Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: nature of Owner of Owner's Agent Owner ❑ Agent ❑ i hereby certify that all of the details and Information I have submitted(or entered)M above application are true and a rat to the best of my knowledge and that all plumbing work and Installations performed under the permit Issued for this apppllcation will VWnpllance with all pertinent provlelons of the MassachusettsState Gas Code and Chapter 142 of the General Laws.--'•-T ofLicense:Plumber na ur nae er of rnIe stiller _ aster License Number /5l '�O1N^ D Journeyman ---� /►fTI VED(OFFICE USE ONLY) BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTIC> FEE NO. APPLICATION FOR PERMIT TO DO GASFITTING NAME S TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER -• -- LIC. NO. .. � . . - ._... _ .. PERMIT GRANTED DATE��19 GAS INSPECTOR NOMAD AUTI-I&Ii'`.ATION ATE: P J .- FORM GRID NO. �l PRESSURE / KISTING MAIN YES NO SIZE� 'ODE KISTING SERVICE YES ONO SIZE k - CODE URE __ LENGTH 2 ../� PRESSURE ' EW MAIN REQUIRED YES NO SIZE __ L_NGTH CODE PRESSURE EW SERVICE REGI. YE NO SIZE -_ LENGTH_- CODE melrE:A CO EW METER REQ. ES LOCATTIONDE NO 7 � COD£LATOR V SIZE �,��__ OTAL CAPITAL COST: q(• �Ov WN $ SERVICE$ FIT $' TOTAL$ ,Cf:FPTED I� ES ! ! NO fiOR REQUIRED Q YES CNO LVM !'ORM REQUIRED YES ONO :NGINEI"RING COMMENTS DATE ROR CHARGE $ PATE _ ROR _°� OTHER CHARGES $ cr CUSTOMER CONTRIBUTION ex DPU NO. AUTHORIZATION NO. Cr� APPROVALS :OMPANY REJECTION - -- - :USTOMER NOTIFIED 0.-AIN FlNAll E SERVICE �- 4_ � CONTROI:ER AJ :OMPANY APPROVE'S �J .- - ----�-- L :USTOMER REJECTS BUDGET i_.1 YES []NO RETIREMENT []YES []NO r 3 0 :OMPANY APPROVES AcruAl cosy FOOTAGE_ _.. _ SIZE __. :USTOMER ACCEPTS MAIN SUPPLEMENT YES �NO 4� s�ivtcE :USTUMER ACCOUNT ND. METER n REASON _. 81 3 OVERHEADS Z +, 2 ONTHIBUTION FLtCE!VED TOTAL �— ti ASELOAD (EC F!MO.NEW t a CCF USE PER DEGREE DAY METER SIZF CODE NEMA(itA'ENUE CLASS NEIf!RA1E COLE IfEY tR FACTOR CAGE' !M GRID NO. C+I MONTHLY READ ❑YES NO DATE SET - AS N "+iJY AUT1iUFt�ZAT1SN NO$ SEFIVICE iTISTALLED RATE SCFIVtCE 1 t3CfTrrE" .SERV{Cf'—'a�lE ETCR F{T INSTALL,— M�OIJNT R�E3ATED �4 r k f ri s r r - aYES �NO s f'i 4 7!iti t �,'yt c,� ,'� k .• H -tip Y t r � E f TYPE CuliTrl Y 01'7137.6, �1$.6, i TIL2=ii rnT-c— NO 1"%D h B k :53 - 0%/11/90 HOME 1 ELO..NSTREET NO, STREET NAME T UWN a7 MICHAELS CONVENT — IS6 MAIN ST NO ANDOVER NA ET NO, jBIRAETNAME BUSINESS SE1.r0.a-Z!P COF ' Q- LANDLORD NAME ME .RIMACK ST M 686--4050 01E3�i�i � J -` p�iV�F� ZIP CODE 4$4 J LOT NO. jFL60nlA:j LA�:DL D ADDRESS TELEPMON/�t hld..(- �T usl�W;AT THE LOCATION—EL'1433 NER ACCT.NO, EX.EOP T.CODE EX REV. REG.EOPT.CODE MEDIA REW53f 8t5T TIME TO GAIL res . . NOA19719200 01 Taxss 2 COC(TT E ANYT _ ��_ _ bIP.NO. 1 MASS E= NQh1.4p NO .. —T�" SALE CLERK _ rvio � RSON E O9i39 V-,� ALE Y Fty r Date. ./.",:. . . . . . . . . . . . . . . HORTM TOWN OF NORTH ANDOVER 0 °t a a op PERMIT FOR GAS INSTALLATION DA�iED'p0'v�5 J �9SSACHUSEt This certifies that f:. . . . . . . ., . U..,J .1.... .. 1 1.1 has permission for gas installation . r �Y' ':��� � +..;.:rx�, . . . . . . . . in the buildings of . . ::/ . . . : . '. r. . . . . . . . : .L, t . . . . . . . . i at . . . . . . . .. . . . . . . . . . . .. North Andover, Mass. Fee.?s. .' . . . Lic. . . . . . . . . . . . . . . . . . . . . . . . . . . GAS INSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer GOLD: File ' P Location No. ' Date „ORT„ TOWN OF NORTH ANDOVER „ Certificate of Occupancy $ # Building/Frame Permit Fee $ 'Sb" "'� Foundation Permit Fee $ HuSEt ) Other Permit Fee $ Sewer Connection Fee $ Water.Connection Fee $ ,F.'.��•°;: `''TOTAL $ Building Inspector ;'�naCT!. �""l �yy�y Div. Public Works PERMIT NO. ( APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. Cv/ PAGE 1 MAP K40. r� LOT jNO. 12 RECORD OF OWNERSHIP IDATE BOOK IPAGE ZONE _[1 I SUB DIV. LOT NO. �— LOCATION , 'r PURPOSE OF BUILDING OWNER'S NAME/9 ,o", `O(�� ��1 NO. OF STORIES SIZE OWNER'S ADDRESS /�/1� ipf� fns/� �5��� BASEMENT OR SLAB C� ARCHITECT'S NAME SIZE OF FLOOR TIMBE 1ST 2ND 3RD BUILDER'S NAME SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SI LS DISTANCE FROM STREET "' POSTS DISTANCE FROM LOT LINES-SIDES REAR " GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW �f7 SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE /les- IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVEDf BY BUILDING INSPECTOR ATE ED BOARD OF HEALTH SIGNATURE OF OWNER O -XIJTHORIZfD AGENT FEE PLANNING BOARD PERMIT GRANTED BOARD OF SELECTMEN OWNER TEL.# A9211-d/o p CONTR.TEL.#-k"/ .y� _�/ r CONTR.LIC.# O45`0 7 BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 , SINGLE FAMILY STORIES.�J THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICESLOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS I I RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE _ a I 2 _ it/.+'��l?S %k/S �j. ' LG-o L�f/,GSI /�CJ/71t1�c CONCRETE BUK. PINE BRICK OR STONE P —_ —— PIERS PLASTER j _ /c DRY WALL +�� (+'• UNFIN. 3 BASEMENT AREA FULL FIN. B M AREA _ �.� � �a6e,--e 'J. 1/2 1/1 FIN. ATTIC AREA _ NO BM To FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARD"✓'D _ ASBESTOS SIDING COM/.AGN VERT. SIDING ASPH. TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STIRS. & FLOOR I_ BRICK ON FRAME CONC. OR CINDER BILK. STONE ON MASONRY WIRING NE ON FRAME _ SUPERIOR I� POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH 13 FIX.) _ GAMBRELMANSARD TOILET RM. )2 FIX.) FLAT I SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd NO HEATING C. Z. 't`t { ; ( �}. � t+ a 1 �+ 5 lr���,1v�t�PY•G:tt�tft;'{r�' r, { i t:' r Y�� Y •1t'� r-Y(t)l j f nJ y r �';� ��?�� '' tl..t r ��""•tt�#sxla}"��Yb'��St st,, t ;�dFK r. 4't �+ t " yt.¢5•TI�'I t t 1 Jti t'4r r ro qqq vl t Yy S. 1 k tt •Y yS�t l�' f,j ' t �+I.�t1�, -'/ f r t� r ....�,-.,r+�+^'-'•'..-.-..-.�r-r w wu.0...,.w".-u,.r.... - DEPARTMENT OF PUBLIC SAFETY a COMMONWEALTH 1010 COMMONWEALTH AVE. +� OF BOSTON,MASS-02215 �W ENCLOSE CHECK OR MONEY ORDER MASSACHUSETTS FOR REQUIRED FEE, LICENSE CONSTR. SUPERVISOR MADE PAYABLE TO `t EXPIRATION DATE LIC-NO. 06/30/1993 00 :3 . 3 4. 6 EFFECTIVE DATE ;� "COMMISSIONER OF PUBLIC SAFETY" RESTRICTIONS . = 06/30/1991 015070 =! DO NOT S DCA )- NONE P CAULFIELD m D kC EA E 232 BILLINGS RD E F SS N 027-38-0812 QUINCY MA 02170 P ASE �` AR PHOTO ISLAS71N0 OPR ONLY) FEE: E F E C T I V E F E . 1, 100.00 D ��Y• p NOT VALID TIL SIG BY LICEN E AND COMMISSIONER F�1 U O i. •'_ `-+ • ' HEIGHT: sTAMP t5- R-S NATO OF TH COMMISSIONS VC EIR� "A; p NOT D E L { DOB: "' t5 08/07/19 495 t SIGN NAME IN FULL-ABOVE SIGNATURE LINE SIGNA RE OF LI SEE " 'i i;;J : THIS DOCUMENT MUST BE •" I'�� COMMISSIONER +I �,y i'_'.' J6-•,'� CARRIED ON THE PERSON OF / IY`r/C B R THE HOLDER WHEN ENGAG - ,// OTHERS-RgNT,THUMB PRINT ED IN THIS OCCUPA11ON 'L/ r t _ ,11 �'��.r..n :,� � � f 4.f�� � 'i ��..ei � '�s Ea ",a.� sec,. . : �y,.`►,'�"�;�� �t�r,a�Lti_' u _, ._ . .-[ � .: __« �,..-e...-._, T , 0*own £,f 6 � No. jo5 0 V`WAY ri - ; - ' HE WICK_ =K er, Mass. �Z, i 6 n a PERMIT T 0" L 0 �jlo. aI9�p^ C V SS BOARD OF HEALTH L THIS CERTIFIES THAT .... ... ..�..C.. .�F.......5....... ........................ ........ BUILDING INSPECTOR has permission to ere buildings on x ...47 •rte ��...... Rough 4cr4o to be occupied as �. ... ..,Cah�Fi. 'S's.r�/.I.�r! .��.. ' .� K'� Final Y Final provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBING INSPECTOR this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Constructign of Rough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTAL1,CTION STARTS RoughService 77 /► 4 Final . ....... ........... ..... . .......... ...... BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Final Display in a Conspicuous Place on the Premises FIRE DEPT. Do Not Remove Burner No Lathing to Be Done Until Inspected and Approved by Smoke Det. Building Inspector -I a,0 /SY/•tf 16 Y4 osS 24 ¢8 p _ n it}STALL Qt1CiS TiG T (22EC. D� CA AN _P1PE5 TiGTo D"REMAIN _pl-i CN I .-. ,CEI �i f�1Ca`��i'.I-. �. _ .•�- .;'= - - - - y,_. _ - .. t.:+ ,L. .r'•_..-._r.: -\•• •V9F:' - `Ja .:�~ -, .1(:ate- Y"'�. -_ - •'1`= � LI] 41- lb It75 CFM 4 >:Q - _ ', _ - - ►-UNCI CLEAN - E�rT �J}✓3tIP:.SLim - .-V' - - •.J'_ 1- �-�-_. -il.= '� �.^' S - lam. _ - ..-•/•.� ✓ -4- �- - - - -r'• -r.Y tea_• •'1` - ?�►I71� .1 f _ 2� x 20' -�,D a ��• ' 451 is ST— MAP Town cd, PARCEL t,�ta NORTH ANDOVER �`°CIL mem 1?"iLDt� BUILDING PERMIT INSPECTION REPORT PERMIT NO.: PROJECT: /rYl�C igcZ INSPECTION DATE: Z S5 UNIT NO.: FLOOR: WING: BUILDING NO.: REMARKS: u=-t> —7Z ® Fi►'L�- C'_ N @ Fr ^T S 042 �svt �b pGic� C�./ie...�� B t'L �C-�d1�► �tN�t�/L�"rL`' S.��r r3 CSc 1 Le-b� @KL �' �� i 36 '1 3 Date...:� ...... ...... ......... AORTH 0- TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING S cs4us This certifies that ........ ......................... ........... has permission to perform ....... wiring in the building of....... ............................................ at...12�.... ..................... ........... .No do asS. Fee.-/00;4� Lic.No�A ..... .... ........... ........ . ELE ICAL INSPEcrOR Check # /)-0�7 Commonwealth of Massachusetts Permit No. Official Use y Department of Fire.Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99) leave blank) APPLICATION-FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEA SE•P)INTIN INK OR TYPE ALL OFORMATION) Date:10�rw'Irw City or Town of: �QO k R h D ver To the Inspector of Wires: By this application the undersigned gives notice ofhis or her intention to perform the electrical work descn-bed below. Location (Street& Number) (p n SY�e+ Owner or Tenant'S, M 1 t ((IS Telephone No. -&96- �(J� Owner's Address 10 Win -SlYS Is this permit in rmtjunttion with a uiiditpg permit? Yes ❑ No El {Check Appropriate Bea) Purpose of BuildingrzoMVy►Qi(l ca- Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd[] No.of Meters New Service Amps / >r`eks 40yerbead❑ illadgrd❑ No.of Meters Number of Feeders and Ampaciry PQ 0 Location and Nature of Proposed Electrical Work: Jv,�AQ 61 1QLd VW6Z 001rd . . s RL Completion o the follo%ing table may be wvived by the!ns ector of Wires. No.of Recessed Futures No.of CeiL-Sus Paddle Fans °•° ota P•(Paddle) Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA U No.of Lighting Fixtures SwimmingPool Above ❑ -d. o.o Emergency Lighting d. rn Battery Units No.of Receptacle Outlets No.of OU Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o--.o eteng D an Initiating Devices Total No.of Ranges No.of Air Cond. Tons No.of Alerting Devices Disposers eat Pump Number ons o-o e - ontaine No.of Waste Dis P Totals: Detection/Alerting Devices municiNo.of Dishwashers Space/Area Heating KW Local [) C Connection Other r Heating Appliances KW SecuritySystems: No.of Dryers No.of Devices or Equivalent • o.of Water KWo.o o.of Data Wh ing: Heaters Si Ballasts No.of Devices or E u.ivalent e ecomm capons inng: No.Hydromassage Bathtubs No.of Motors Total HP No.of Devices or uivalent OTHER: .lnaah additional detail jf desired,or as reyuirad by rhe lAspector of Aires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue uruess the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE IJ BOND ❑ OTHER ❑ (Specify) (Expiration Date) Estimated Value of El ctrical Work 2,& (When required by municipal policy.) Work to Start: 1/ 0� Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pairs*rd penalties of perjury,chat the Liforaiation on dd application is true and complete FIRM NAME: Wayne Alarm Systems . Inc. 4 LIC.NO.: 0 1 1 1 1 Licensee: Ralph W. Sevinor Signature LIC.NO.: (Ifapplicable, enter "exempt"in the license number line) Bus.Te.No— 781—a —0000 Address: 424 Ess Ait.Tel.No.: 0 OWNER'S INSURANCE WAIVE : I am aware that the Licensee does not have the liability insurance coverage normally required by law. 8y ttry signature below,I hereby waive this requirement. I am the(check one ❑ owner ❑ ot+ner's aeent. Owner/Agent PERMIT FEE: S/00, D Signature Telephone No. BUILDING CODE SUMMARY Massachusetts State Building Code 780 CMR (Sixth Edition) Name of Project: St.Michael's Church Address of Project: % Main Street, North Andover, MA Proposed Use: New Addition to Church (Assembly A-4) Owner/Contact Person: Angelo Petr+o=elli Telephone#: 978-372-9400 Date: 7/21/98 A. Building Data: 1. Occupancy Classification: Use Group—A-4 (Assembiy/Church) 2. Mixed Occupancy: N (No) 3. Construction Type: 5B Unprotected 4. Mixed Construction: N (No) 5. Sprinkler. Y (Yes) N.F.LP.A. 13 (Note F) 6. Fire District N (No) 7. Building Height: Provided 40 feet<40 feet Allowable Provided 2 story<2 story Allowable(Note B) 8. Building Area: First Floor. 21,154 s.f. provided <64,800 s.f. allowable Area Increase: Y (Yes) (See Note A) Total Gross Building Area: 30296 s.f. B. Fire Resistance Ratings(Table 602): Required Hriv Provided Classification Note 1. Exterior Walls: a. Loadbearing: 0 0 b. Non-loadbearing: 0 0 2. Fre walls/Party walls: WA 3. Fire Separation Assemblies: a. Fire Enclosure Exits: 1 4 F-402.11.3 C b. Shafts/Hoistways: 1 1 UL#U305 C c. Mixed use: WA d. Other. N/A 4. Smoke Partitions: a. Exit Access Corridors: 0 0 D b.Tenant Space Separation: WA 5. Dwelling Unit Separation: N/A 6. Smoke barriers: N/A 7. Other non-load bearing partitions: 0 0 8. Interior load bearing partitions, Columns, girders, trusses a. Supporting more than one floor. 0 0 b. Supporting one floor or roof: 0 0 9. Struct. members supporting wall: 0 0 10. Floor Construction/Beams: 0 0 11. Roof Construction: 0 0 C. Life Safety Systems: 1. Emergency Lighting: Y (Yes) 2. Exit Signs: Y (Yes) 3. Fire Alarm: Y (Yes) Note G 4. Panic Hardware: Y (Yes) 5. Sprinkler. Y (Yes) Note F 6. Standpipe: N (No) Note H D. Exit Requirements: 1. Minimum number of Exits required: 4 2. Number of Exits provided: 7 (new)+ 3(existing)= 10 - 3. Travel Distance: 150 ft. <250 ft. allowable (Table 1006.5) 4. Dead end limit: 20 feet E. Occupancy Load: Floor Area Allowances(Table 1008.1.2): Stor/Mech.: 300 sf. Assembly w/fixed seats: 1/24" Concentrated Chairs: 7 net(Mea) 1. Lower Level: a. Stor./Mech.: 4272 sf.1300 sf. = 15 occupants( new 326 sf+ 3946 sf existing) b. New Sanctuary: fixed seats = 1000 occupants - c. New Chapel: fixed seats = 100 occupants d. Existing Hall: 3244 sf./7 sf net=463 occupants Total: 1578 occupants 2. Upper Level: a. Stor./Mech.: 1014 sf./300 sf. =4 occupants b. Existing areas: fixed seats =400 occupants c. Mezzanine: 560 sf/7sf net = 80 occupants Total: 484 occupants Total Building Occupants: 2062 F. Capacity of Egress Width(with fire suppression system): 1. Doors and corridors: Area Occupants Reauined Min. Provided a. Lower Level (doors) 1578 x 0.15=237 237 inches (New) 396 inches (Existing) 180 inches (torrid) 1578 x 0.15=237 @ 500/6= 119 inches (Lobby) 152 inches b. Upper Level (doors) 484 x 0.15=73 73 inches (Existing) 336 inches (torrid) 484 x 0.15=73 @ 500/6= 44 inches 66 inches Total Occupants 2062 x 0.15= 310 310 inches 576 inches G. Design Loads: 1. Roof Live Load: 20 psf 2.Wind Load: 21 psf Zone: 3 Exposure: B 3. Snow Load: 30 psf Zone: 2 4. Floor Live Loads: a. Assembly. movable seats: 100 psf Fixed Seats: 60 psf Platforms: 100 psf b. Condors: 100 psf 5. Presumptive Soil Bearing Capacity: 3000 psf. CODE REVIEW NOTES: A. S.F. Calcluations: Existina New Addition Total Lower Level 7190 sf 13964 sf 21154 sf Upper Level 7190 sf 1952 sf(Mea) 9142 sf Total 14380 15916 sf 30296 sf 506.2 Street frontage increase when more than 25%of the building perimeter fronts on a street may be increased 2%for each I%excess frontage. 100%of the building perimeter fronts on a street or unoccupied space therefore Table 503 may be increase by 200%or (7200 sf X 200%)+7200sf= 21,600 sf total. 506.3 Area increase 200%one and two story buildings with sprinkler system therefore(21600 sf X 200%) +21600 sf=64,800 sf.. . r B. 504.2 Height increases one-story/20 feet for buildings equipped with sprinkler system. C. 710.3 Vertical shafts and stairs connecting 4 stories or less, 1 hour fine rating up to- underside ounderside of deck per 711.4. Existing exit stairs enclosed in existing 8 inch brick masonry walls which under Appendix F Archaic Construction Systems F-402.11.3 equals 4 hour fine rating. D. Table 1011.4 requires 0 hour fire rating. E. 1006.2.2 main exit discharge shall front on at least one street and serve as a main exit providing egress capacity one-half of the total occupants. Lower level 1578/2= 789 occupants x 0.15= 119 inches required for door openings. Current plan provides 144 inches(4 Doors). Upper level 48412=242 occupants x 0.15= 37 inches required for door openings. Current plan provides 216 inches( 3 Doors). F. New and existing church space requires sprinkler per 904.2 in buildings of 12000 sf or greater in floor area. G. 917.4.1 & 918.4.1 Use Group A requires fire alarm systems and smoke detection. A 914.2.1 does not require Standpipe in buildings of Use Group A less than 3 stories in height. END OF SUMMARY Design TRANSWTTAL Partnership Architects z e t. 29 1998 R95-9-126 z ATTENTION: Robert Nicetta RE: Three Washington Sq. Haverhill,Mass 01830 Saint Michael' s Church Suite 400 978-372-9400 Fax:978-373-6779 angelo petrozzelli,aia School Project) President TO North Andover Buiibding Department 146 Main Street North Andover, MR. In house printing WE ARE SENDING YOU: ❑Attached ❑Under separate cover via the following items: ❑Shop Drawings ❑Prints ❑Plans ❑Samples ❑Specifications El Copy of Letter El Change Color Coni PS of ill Testing Reports COPIES DATE NO. DESCRIPTION 15 5/19/98-9/23198 Reports on school project Ll'b N THESE ARE TRANSMITTED as checked below: ❑For approval ❑Approved as submitted ❑Resubmit copies for approval X For your use ❑Approved as noted ❑Submit copies for distribution ❑As requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS Angelo hand delivered 09-29-98. COPYTO P. Silva (Trans only) SIGNED Angt!'Lo-- trozze-L13-pr-r-es3-aeliv. AIA/NCAR /� TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: SEPTEMBER 23. 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N. ANDOVER.MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 9/18/98 CONCRETE COMPRESSIVE STRENGTH TEST RESULTS Remarks: Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE. 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL. (603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX 11-NORTHBOROUGH, MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON, NIA 02127-TEL.(617)269-8829-FAX(617)269-8837 MILLER ENGINEERING &-c TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 REPORT NO: 4 OF CONCRETE CYLINDER TESTS. PROJECT NO: 80190.01 PROJECT: ST.MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH.INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE LOCATION: Slab on grade East end 7 DAYS 7 DAYS 28 DAYS 28 DAYS FRACTURE SAMPLE NO 4A 4B 4C 4D TYPE DESIGN STRENGTH(psi) 30003/4 30003/4 30003/4 30003/4 (NORIvIAL/LIGHTWGT CONCRETE) N N N N S'� WET DENSITY(lbs/cu.ft.) (C-138) - - - - I SLUMP(inches) (C-143) 5.0 5.0 5.0 5.0 AIR CONTENT(percent) (C-231 ) - - - - CONCR.TEMP.(deg's F) (C-1064) 74 74 74 74 AIR TEMP.(deg's F) 75 75 75 75 2 TRUCK NUMBER 62 62 62 62 TICKET NUMBER 8601 8601 8601 8601 - CONDITION OF SPECIMEN GOOD GOOD GOOD GOOD SIZE OF SPECIMEN(inches) 6x12 6x12 6x12 6x12 3 AREA OF SPECIMEN(sq.in.) 28.27 28.27 28.27 28.27 SPECIMEN WEIGHT(lbs.) 27.4 27.6 27.75 27.3 TYPE OF FRACTURE 5 5 1 2 1 M v TOTAL LOAD(lbs) 62000 62000 92000 88000 4 UNIT LOAD(psi) (C-39) 2190 2190 3250 3110 DATE CAST 8/21/98 8/21/98 8/21/98 8/21/98 DATE IN LAB 8/24/98 8/24/98 8/24/98 8/24/98 DATE TESTED 8/28/98 8/28/98 9/18/98 9/18/98 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS ADMIXTURE(oz) I MIX WEIGHTS-PER CUBIC YARD FINE AGG.(lbs) COARSE AGG.(lbs) WATER(gals) W/C RATIO (gals/sack) CEMENT(lbs) REMARKS: REVIEWED BY: BC TESTED BY: GA PREPARED BY: George H.Greene GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING -& TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 REPORT NO: 4 OF CONCRETE CYLINDER TESTS. PROJECT NO: 80190.01 PROJECT: ST.MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE LOCATION: Slab on grade West end 7 DAYS 7 DAYS 28 DAYS 28 DAYS FRACTURE SAMPLE NO 4E 4F 4G 4H TYPE DESIGN STRENGTH(psi) 30003/4 30003/4 30003/4 30003/4 (NORMAL/LIGHTWGT CONCRETE) N N N N WET DENSITY(lbs/cu.ft.) (C-138) - - - - 1 SLUMP(inches) ( C-143) 4.0 4.0 4.0 4.0 AIR CONTENT(percent) (C-231 ) - - - - CONCR.TEMP.(deg's F) (C-1064) 75 75 75 75 AIR TEMP.(deg's F) 77 77 77 77 2 TRUCK NUMBER 32 32 32 32 TICKET NUMBER 8606 8606 8606 8606 CONDITION OF SPECIMEN GOOD GOOD GOOD * GOOD • SIZE OF SPECIMEN(inches) 6x12 6x12 6x12 6x12 3 AREA OF SPECIMEN(sq.in.) 28.27 28.27 28.27 28.27 SPECIMEN WEIGHT(lbs.) 27.6 27.75 27.75 27.5 s � TYPE OF FRACTURE 3 4 5 2 +� v TOTAL.LOAD(lbs) 70000 75000 114000 112000 4 UNIT LOAD(psi) ( C-39) 2550 2650 4030 3960 ai DATE CAST 8/21/98 8/21/98 8/21/98 8/21/98 DATE IN LAB 8/24/98 8/24/98 8/24/98 8/24/98 DATE TESTED 8/28/98 8/28/98 9/18/98 9/18/98 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS ADMIXTURE (oz) MIX WEIGHTS-PER CUBIC YARD FINE AGG.(lbs) COARSE AGG.(lbs) WATER(gals) W/C RATIO (gals/sack) CEMENT(lbs) REMARKS: REVIEWED BY: BC TESTED BY: GA PREPARED BY: George H. Greene GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION r TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. - TO: MR ANGELO PETROZELLI DATE: SEPTEMBER 1. 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N, ANDOVER, MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 8/28/98 CONCRETE COMPRESSIVE STRENGTH TEST RESULTS Remarks: Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX 11-NORTHBOROUGH, MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL.(617)269-8829-FAX(617)269-8837 MILLER ENGINEERING -& TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 REPORT NO: 4 OF CONCRETE CYLINDER TESTS. PROJECT NO: 80190.01 PROJECT: ST.MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH.INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE LOCATION: Slab on grade East end 7 DAYS 7 DAYS FRACTURE SAMPLE NO 4A 4B TYPE DESIGN STRENGTH(psi) 30003/4 30003/4 (NORMAL/LIGHTWGT CONCRETE) N N S%� WET DENSITY(lbs/cu.ft.) (C-138) - - 1 SLUMP(inches) (C-143) 5.0 5.0 AIR CONTENT(percent) (C-231 ) - - s . CONCRETE TEMPERATURE (deg's F) 74 74 AIR TEMPERATURE(deg's F) 75 75 2 TRUCK NUMBER 62 62 TICKET NUMBER 8601 8601 • CONDITION OF SPECIMEN GOOD GOOD a SIZE OF SPECIMEN(inches) 6x12 6x12 3 AREA OF SPECIMEN (sq.in.) 28.27 28.27 SPECIMEN WEIGHT(lbs.) 27.4 27.6 = � TYPE OF FRACTURE 5 5 i TOTAL LOAD(lbs) 62000 62000 4 UNIT LOAD(psi) ( C-39) 2190 2190 DATE CAST 8/21/98 8/21/98 1.. DATE IN LAB 8/22/98 8/22/98 DATE TESTED 8/28/98 8/28/98 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS ADMIXTURE(oz) MIX NVEIGHTS-PER CUBIC YARD FINE AGG.(lbs) COARSE AGG.(lbs) WATER(gals) W/C RATIO(gals/sack) CEMENT(lbs) REMARKS: REVIEWED BY: BC TESTED BY: PREPARED BY: George H. Greene GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING .& TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,NIA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 REPORT NO: 4 OF CONCRETE CYLINDER TESTS. PROJECT NO: 80190.01 PROJECT: ST.MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL,CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE LOCATION: Slab on grade West end 7 DAYS 7 DAYS FRACTURE SAMPLE NO 4E 4F TYPE DESIGN STRENGTH(psi) 30003/4 30003/4 (NORMAL/LIGHTWGT CONCRETE) N N s'� WET DENSITY(lbs/cu.ft.) (C-138) - - 1 SLUMP(inches) (C-143) 4.0 4.0 AIR CONTENT(percent) (C-231 ) - - CONCRETE TEMPERATURE (deg's F) 75 75 AIR TEMPERATURE(deg's F) 77 77 2 TRUCK NUMBER 32 32 TICKET NUMBER 8606 8606 - CONDITION OF SPECIMEN GOOD GOOD SIZE OF SPECIMEN(inches) 6x12 6x12 3 AREA OF SPECIMEN(sq.in.) 28.27 28.27 SPECIMEN WEIGHT(lbs.) 27.6 27.75 s � TYPE OF FRACTURE 3 4 AO TOTAL LOAD(lbs) 70000 75000 4 UNIT LOAD(psi) ( C-39) 2550 2650 DATE CAST 8/21/98 8/21/98 a.. DATE IN LAB 8/22/98 8/22/98 DATE TESTED 8/28/98 8/28/98 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS ADMIXTURE(oz) MIX WEIGHTS-PER CUBIC YARD FINE AGG.(lbs) COARSE AGG.(lbs) WATER(gals) W/C RATIO (gals/sack) CEMENT(lbs) REMARKS: REVIEWED BY: BC TESTED BY: PREPARED BY: George H. Greene GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION ell TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: AUGUST 25 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N. ANDOVER,MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 8/21/98 CONCRETE FIELD PLACEMENT REPORTS nc^imn Remarks: AUG 2 1998 Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. bv: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL. (603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX 1 I-NORTHBOROUGH, MA 01532-TEL. (508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON, MA 02127-TEL. (617)269-8829-FAX(617)269-8837 I / MILLER ENGINEERING -& TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX: (508)393-8490 FAX:(617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO: 4 PROJECT NO: 80190.01 PROJECT: ST. MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE PLACEMENT INFORMATION DATE: 8/21/98 WEATHER: Overcast CLASS OF CONCRETE (PSI): 30003/4 CUBIC YARDS PLACED: - METHOD OF PLACEMENT: Pump SET LOCATION: Slab on grade East end TEST CYLINDERS: 4 A-D AIR CONTENT(%): - TIME OF TEST: 10:00 SLUMP: 5.0 CONCRETE TEMP.(DEGREES F): 74 AIR TEMP.(DEGREES F): 75 TRUCK NO: 62 TICKET NO: 8601 ADMIXTURE (OUNCES): - WET DENSITY(LBS/CU.FT.): - TOTAL LOCATION OF CONCRETE PLACED THIS DATE: Slab on grade REMARKS: PREPARED BY: George H. Greene GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX: (617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO: 4 PROJECT NO: 80190.01 PROJECT: ST. MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE PLACEMENT INFORMATION DATE: 8/21/98 WEATHER: Overcast CLASS OF CONCRETE(PSI): 30003/4 CUBIC YARDS PLACED: - METHOD OF PLACEMENT: Pump SET LOCATION: Slab on grade West end TEST CYLINDERS: 4 E-H AIR CONTENT - TIME OF TEST: 11:30 SLUMP: 4.0 CONCRETE TEMP.(DEGREES F): 75 AIR TEMP.(DEGREES F): 77 TRUCK NO: 32 TICKET NO: 8606 ADMIXTURE(OUNCES): - WET DENSITY(LBS/CU.FT.): - TOTAL LOCATION OF CONCRETE PLACED THIS DATE: Slab on grade REMARKS: PREPARED BY: George H. Greene GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION - i TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI Design DATE: JULY 30, 1998 DESIGN PARTNERSHIP ARCH INC .-iorship THREE WASHINGTON SQ STE 400 " JOB NO: 80190.01 HAVERHILL MA 01830 �- '' =�� � PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N. ANDOVER. MA `JU[: 31 IM Attached, we are sending you the following: E Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 7/17/98 SOILS FIELD REPORT&COMPACTION CONTROL SUMMARY Remarks: Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL. (603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX l 1-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON, MA 02127-TEL.(617)269-8829-FAX(617)269-8837 FIELD REPORT MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)668-6016 NORTHBOROUGH,MA (508)393-2607 BOSTON,MA (617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT: PROJECT NO: ST MICHAEL'S SCHOOL 80190.01 N. Andover,MA CLIENT CONTRACTOR: DESIGN PARTNERSHIP ARCH.INC. WALSH BROS. WEATHER: Hot, sunny DATE 07/17/98 SOILS FIELD REPORT PURPOSE: The purpose of today's site visit was to perform Field Density tests. WORK ACCOMPLISHED: A total of six (6) Field Density tests were performed on previously compacted material on the slab on grade area by using the Nuclear Density Gauge. The results of these tests indicated adequate compaction had been achieved as compared with the ASTM D-1557 test method. The locations and results of today's Field Density tests are shown on the attached Compaction Control Summary. Note: The undersigned observed weaving and standing water in the areas tested on this date. The undersigned tested only the top 8 inches of this material. Prepared by: Keith Schwotzer CO' `PACTION CONTROL- iUMMARY MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH 603-668-6016 NORTHBOROUGH,MA 508-393-2607 BOSTON,MA 617-269-8829 PROJECT: ST.MICHAEL'S SCHOOL PROJECT NO: 80190.01 N.ADOVER,MA LIFT CORRECTED OPTIMUM FIELD FIELD SPECIFIED TEST TEST TEST MATERIAL MAXIMUM MOISTURE DRY MOISTURE PERCENT ELEV. PERCENT NO. DATE OR METHOD LOCATION DESCRIPTION DRY DENSITY CONTENT DENSITY CONTENT COMPACTION COMPACTION COMMENT (LB/FT' N (LB/FT') N N fel 1 5/14/98 NDG N.FTG 2-3 BOF ON-SITE 130.3 8.1 128.6 7.9 98.6 95 A 2 7/17/98 NDG SLAB ON GRADE GRADE BORROW GR 137.7 5.6 132.0 14.2 95.8 95 A A.4 3 7/17 NDG SLAB ON GRADE GRADE BORROW GR 137.7 5.6 134.3 12.6 97.5 95 A B.6 4 7/17 NDG SLAB ON GRADE GRADE BORROW GR 137.7 5.6 131.8 10.9 95.7 95 A A5.5 5 7/17 NDG SLAB ON GRADE GRADE BORROW GR 137.7 5.6 133.8 11.8 97.1 95 A A7.5 6 7/17 NDG SLAB ON GRADE GRADE BORROW GR 137.7 5.6 133.2 12.9 96.7 95 A A13 7 7/17 NDG SLAB ON GRADE GRADE BORROW GR 137.7 5.6 134.0 13.2 97.3 95 A B 16.5 BS =Below Subgrade BBF=Below Base of Footing CRGR =Crushed Gravel SA/GR=Sand and Gravel BSS =Below Slab Subgrade BOF=Bottom of Footing BRGR =Bank Run Gravel SA =Sand BTOW=Below Top of Wall 8FG=Below Finish Grade GR =Gravel SLT =Silt GR/SA=Gravel and Sand TR =Trace NDG=Nuclear Density Gauge SC =Sand Cone Method A= Indicates Adequate Compaction F=Faded to Satisfy Percent Compaction I ! r TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: JULY 22.1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER. MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 JULY 21, 1998 PROCTOR-GRADATION TEST RESULTS(L980765) 1vQ paItz,ets�p Remarks: 1g� Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)568-8641 130 EAST MAIN ST.-P.O.BOX i l-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON, MA 02127-TEL.(617)269-8829-FAX(617)269-8837 Boring No. : N/A Project: ST.MICHAELS SCHOOL Sample No.: L980765 Project No. : 80190.01 ,�JI�Il1ER ENGINEERING &TESTING, INC. Tested by : DC/BM Location:.ON-SITE STOCKPILE Filename : L980765 Date : Tue Jul 21 1998 PROCTOR - GRADATION TEST RESULTS COMPACTION 131.0 Sample Description ON-SITE STOCKPILE i Compaction Test Designation ASTM D1557-C 130.0 —----- ---- ---- ----- Maximum Dry Density 130.5 PCF Optimum Moisture Content 7.7 d � 1290 CORRECTED MAXIMUM DRY DENSITY: 137 . 7 PCF LLJ CORRECTED OPTIMUM 128.0 --- -- -- MOISTURE CONTENT: 5 . 6 r 0 127.0 i i 126. �.0 7.0 9.0 1 1.0 13.0 15.0 MOISTURE CONTENT GRAIN SIZE DISTRIBUTION U.S. STANDARD SIEVE S1,7_E 1•• o.s^ N� N+o Neo pw Neo N100 iroo Naoo 100 0 90 1 77 80 —_ _ —__ __.— .._— _._ _______ —— —. 20 i 70 3 3 ow m �Q O w Z 50 60 w W w w v o_ a - - e - - 9 0 - 100 1 000 500 100 50 1.0 5 1 0.5 0.1 0.05 0.010.005 0.001 GRAIN G I' IN MILLIMETERS S�E GRAVEL SAND COBBLES SILT OR CLAY COARSE FlNE COARSE MEDiuM FINE UNIFIED SOIL CLASSIFICATION SYSTEM Figur? 1 ` h Fri Jul 17 16:16:24 1998 Page 1 GEOTECHNICAL LABORATORY TEST DATA Project : ST.MICHAELS SCHOOL Filename L980765 Project No. 80190.01 Depth : N/A Elevation N/A Boring No. N/A Test Date : 7-17-98 Tested by DC/BM Sample No. L980765 Test Method : ASTM Checked by BC Location : ON-SITE STOCKPILE Soil Description : ON-SITE STOCKPILE Remarks : ASAP COARSE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent ' Mesh Inches Millimeters Retained Weight Retained Finer (lb) (lb) W ---------- ------ ----------- -------- --------------- ------- 1.5" 1.500 38.10 11.20 11.20 100 1" 1.000 25.40 19.20 19.20 84 0.75" 0.752 19.10 16.20 24.20 73 0.5" 0.500 12.70 19.20 32.20 57 0.375" 0.375 9.52 14.50 35.50 50 #4 0.187 4.75 16.30 40.60 40 Total Weight of Sample - 59.8 Tare Weight - 11.2 FINE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer (gm) (gm) M ---------- ------ ----------- -------- --------------- ------- #10 0.079 2.00 72.70 72.70 33 #20 0.033 0.85 71.90 144.60 27 #40 0.017 0.43 72.40 217.00 21 #60 0.010 0.25 55.60 272.60 17 #100 0.006 0.15 45.10 317.70 13 #200 0.003 0.07 42.10 359.80 10 Pan 114.00 473.80 0 Total Weight of Sample = 507.4 Tare Weight = 0 Moisture Content = 0 D85 26.3307 mm D60 13.7519 mm 050 9.5200 mm D30 1.2233 mm 015 0.1964 mm 010 0.0817 mm Soil Classification ASTM Group Symbol N/A ASTM Group Name N/A AASHTO Group Symbol A-1-a(0) AASHTO Group Name Stone Fragments, Gravel and Sand TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. - TO: MR ANGELO PETROZELLI DATE: JULY 15, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N. ANDOVER. MA Attached, we are sending you the following: E Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples Cl Change Order ❑ Other COPIES DATE DESCRIPTION 1 7/10/98 CONCRETE COMPRESSIVE SS E STRENGTH TEST RESULTS Remarks: Copies to: Very truly yours,, uL 1 '6 1998 MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE. 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL. (603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O.BOX 11-NORTHBOROUGH, MA 01532-TEL. (508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL.(617)269-8829-FAX(617)269-8837 r' `k MILLER ENGINEERING 4S: TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 REPORT NO: 3 OF CONCRETE CYLINDER TESTS. PROJECT NO: 80190.01 PROJECT: ST.MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH.INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: REDMOND CONCRETE CONCRETE SUPPLIER: J. G.MACLELLAN CONCRETE LOCATION: Line B.5 at 1.5 (1st lift) 7 DAYS 7 DAYS 28 DAYS 28 DAYS FRACTURE SAMPLE NO 3A 3B 3C 3D TYPE DESIGN STRENGTH(psi) 30003/4 30003/4 30003/4 30003/4 (NORMAL/LIGHTWGT CONCRETE) N N N N S'� WET DENSITY(lbs/cu.ft.) (C-138) - - - - I SLUMP(inches) (C-143) 4 4 4 4 AIR CONTENT(percent)(p ) (C-231 ) 4.8 4.8 4.8 4.8 CONCRETE TEMPERATURE(deg's F) 72 72 72 72 AIR TEMPERATURE(deg's F) 70 70 70 70 2 TRUCK NUMBER 70 70 70 70 TICKET NUMBER 1082261 1082261 1082261 1082261 - CONDITION OF SPECIMEN GOOD GOOD GOOD GOOD SIZE OF SPECIMEN(inches) 6x12 6x12 6x12 6x12 3 AREA OF SPECIMEN(sq.in.) 28.27 28.27 28.27 28.27 SPECLrIEN WEIGHT(lbs.) 27.5 27.6 27.7 27.4 = � TYPE OF FRACTURE 5 5 5 5 l v TOTAL LOAD(lbs) 72000 78000 109500 111000 4 UNIT LOAD(psi) ( C-39) 2550 2760 3870 3930 DATE CAST 6/12/98 6/12/98 6/12/98 6/12/98 l.. DATE IN LAB 6/15/98 6/15/98 6/15/98 6/15/98 DATE TESTED 6/19/98 6/19/98 7/10/98 7/10/98 5 TESTS PERFORNIED IN ACCORDANCE WITH ASTM STANDARDS ADMIXTURE (oz) MIX WEIGHTS-PER CUBIC YARD AEA FINE AGG.(lbs) COARSE AGG.(lbs) WATER(gals) W/C RATIO (gals/sack) CEMENT(lbs) REMARKS: REVIEWED BY: BC TESTED BY: TS PREPARED BY: Jim Roberge GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. - TO: MR ANGELO PETROZELLI DATE: JULY 9. 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER,MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 JUNE 30, 1998 GRAIN SIZE DISTRIBUTION-AGGREGATE G G(L980660) Partnership .1 cru ccs� J U L 1 '0 1998 Remarks: Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. t by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX I I-NORTHBOROUGH,MA 01532-TEL. (508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL. (617)269-8829-FAX(617)269-8837 GRAIN SIZE DISTRIBU710N AGGREGATE, GRADDIG Boring No. : N/A Project i ST.MICHAELS SCHOOL Sample No.: L980660 Project No.: 80190.01 MILLER ENGINEERING & TESTING, INC. Tested by DC/BM Location: ON—SITE STOCKPILE Filename L980660 Date : Tue Jun 30 1998 U.S. STANDARD SIEVE SIZE 4" 2" V. 0.51, #4 #10 #20 #40 #60 #100 #200 #400 100 0 90 .... ...... ................ 10 I , IC � I :� II � � � II � III I � I� � I i ' ' I i .............. ............ .............. ................................ 20 ............ ii II it 80 ................ 30 70 0 LI LTJ 60 L................................. ...... ...................... 40 M LU of LU 50 z ! il ! � 1 I '� � � ' ! I � till I j � _III , ; , I ( � �I ' li ............ .......... . ..... ............ 50 LL. i , i i I, I � i I i!i l � i I' I I ! � I 40 ................... ..... ..................... L ............. 60 z ...................... I Il , Ii Ld Of 30 .................. ................................ ............ ...................... ........ ................... ...................... 70 20 ................. ....._............ ........ ......... ................. ..... 80 it .......... ....... 10 _�H I ........... ............. ........... ............... iII I L 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Classification Remarks N FOR USE UNDER PARKING AND DRIVEWAY Visual Description PROCESSED RECYCLED MATERIAL Figure 1 Tue Jun 30 11:38:41 1998 Page 1 GEOTECHNICAL LABORATORY TEST DATA Project : ST.MICHAELS SCHOOL Filename L980660 Project No. 80190.01 Depth : N/A Elevation N/A Boring No. N/A Test Date : 6-30-98 Tested by DC/BM Sample No. L980660 Test Method : ASTM Checked by SC Location : ON-SITE STOCKPILE Soil, Description : PROCESSED RECYCLED MATERIAL Remarks : FOR USE UNDER PARKING AND DRIVEWAY COARSE SIEVE SET 1• ��1.�-{. ~=.__��__ `._.S=t Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer l (lb) (lb) W J ----�0[� �a 2" 2.000 50.80 11.20 11.20 100 1.5" 1.500 38.10 11.70 11.70 99 - 1" 1.000 25.40 19.90 20.40 86 0.75" 0.752 19.10 17.80 27.00 77 0.5" 0.500 12.70 18.90 34.70 65 0.375" 0.375 9.52 15.10 38.60 59 #4 0.187 4.75 18.80 46.20 48 Total Weight of Sample = 78.5 Tare Weight = 11.2 FINE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer (gm) (gm) (�) ---------- ------ ----------- -------- --------------- ------- #10 0.079 2.00 65.50 65.50 42 #20 0.033 0.85 83.80 149.30 34 #40 0.017 0.43 88.80 238.10 25 #60 0.010 0.25 59.20 297.30 19 #100 0.006 0.15 51.40 348.70 14 #200 0.003 0.07 55.40 404.10 9 Pan 92.30 496.40 0 _- Total Weight of Sample = 508.6 Tare Weight = 0 Moisture Content C 0= , Q.,] G< <- CGtm(J D85 24.4369 mm D60 9.8638 mm D50 5.3744 mm D30 0.6377 mm D15 0.1615 mm D10 0.0853 mm Soil Classification ASTM Group Symbol N/A ASTM Group Name N/A AASHTO Group Symbol A-1-a(0) AASHTO Group Name Stone Fragments, Gravel and Sand TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: JUNE 29, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N. ANDOVER.MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 6/24-6/25/98 CONCRETE COMPRESSIVE STRENGTH TEST RESULTS T)"fnerrIlilo Remarks: Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O.BOX I 1-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON, MA 02127-TEL. (617)269-8829-FAX(617)269-8837 MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)668-6016 NORTHBOROUGH,MA (508)393-2607 BOSTON,MA (617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT NO: C 80190 .01 REPORT NO: 1 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 28 DAYS PROJECT: ST. MICHAEL' S SCHOOL (NORTH ANDOVER , MA) CLIENT: DESIGN PARTNERSHIP ARCHIECTS INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE WILSON DIVISION LOCATION: 30' of southeast foundation wall 1-7 Days—1 1-28 Days I SAMPLE NO: 1 A 1 B 1 C 1 D FRACTURE DESIGN STRENGTH (psi) 3000 3/4 3000 3/4 3000 3/4 3000 3/4 TYPE (NORMAL/LIGHTWGT CONCRETE) N N N N MIX WEIGHTS—PER CUBIC YARD CEMENT (lbs) FINE AGGREGATES (lbs) COARSE AGGREGATES (lbs) 5 WATER (gals) - - - - ADMIXTURES (ounces) - - - - W/C RATIO (gals/sack) WET DENSITY (lbs/cu.ft.)(C-138) SLUMP (inches) (C-143) 4 4 4 4 AIR CONTENT (percent) (C-231 ) - - - - CONCRETE TEMPERATURE (deg's F) 79 79 79 79 2 AIR TEMPERATURE (deg's F) 78 78 78 78 , TRUCK NUMBER 131 131 131 131 TICKET NUMBER 1081348 1081348 1081348 1081348 CONDITION OF SPECIMEN GOOD GOOD GOOD GOOD SIZE OF SPECIMEN (inches) 6 X 12 6 X 12 6 X 12 6 X 12 3 AREA OF SPECIMEN (sq. in.) 28.27 28.27 28.27 28.27 , SPECIMEN WEIGHT (lbs:) 27.7 27.8 27. 9 28.0 ` TYPE OF FRACTURE 5 5 5 5 TOTAL LOAD (lbs) 69000 68000 90000 89000 UNIT LOAD (psi) (C-39) 2440 2510 3180 3150 4 DATE CAST: 5/27/98 5/27/98 5/27/98 5/27/98 DATEINLAB: 5/28/98 5/28/98 5/28/98 5/28/98 DATETESTED: 6/3/98 6/3/98 6/24/98 6/24/98 5 COPIES TO: TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS.- Reviewed EMARKS:Reviewed by: BC Tested by: TY/TS Prepared by: Leon Scarlett GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)668-6016 NORTHBOROUGH,MA (508)393-2607 BOSTON,MA (617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT NO: C 80190 . 01 REPORT NO: 2 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 28 DAYS PROJECT: ST. MICHAEL' S SCHOOL (NORTH ANDOVER , MA) CLIENT: DESIGN PARTNERSHIP ARCHIECTS INC. GENERAL CONTRACTOR: WALSH BROS . SUB-CONTRACTOR: CONCRETE SUPPLIER: GRANITE STATE WILSON DIVISION LOCATION: North wall 40 ' 1-7 Days—1 1-28 Days—1 SAMPLE NO: 2 A 2 B 2 C 2 D FRACTURE DESIGN STRENGTH (psi) 3000 3/4 3000 3/4 3000 3/4 3000 3/4 TYPE (NORMAL/LIGHTWGT CONCRETE) N N N N MIX WEIGHTS—PER CUBIC YARD CEMENT (lbs) FINE AGGREGATES (lbs) , COARSE AGGREGATES (lbs) S WATER (gals) - - - - ADMIXTURES (ounces) - - - - 1 W/C RATIO (gals/sack) WET DENSITY (lbs/cu.ft.)(C-138) - - - - SLUMP (inches) (C-143) 3. 5 3. 5 3. 5 3. 5 AIR CONTENT (percent) (C-231 ) - - - - CONCRETE TEMPERATURE (deg's F) 78 78 78 78 2 AIR TEMPERATURE (deg's F) 88 88 88 88 , TRUCK NUMBER 130 130 130 130 TICKET NUMBER 1081435 1081435 1081435 1081435 CONDITION OF SPECIMEN GOOD GOOD GOOD GOOD SIZE OF SPECIMEN (inches) 6 X 12 6 X 12 6 X 12 6 X 12 3 AREA OF SPECIMEN (sq. in.) 28.27 28.27 28.27 28.27 y SPECIMEN WEIGHT (Ibs.) 28. 1 28. 1 28. 1 28. 1 TYPE OF FRACTURE 2 5 3 5 Q.. TOTAL LOAD (lbs) 76000 76000 91000 96000 UNIT LOAD (psi) (C-39) 2690 2690 3220 3400 4 DATE CAST: 5/28/98 5/28/98 5/28/98 5/28/98 DATEINLAB: 5/29/98 5/29/98 5/29/98 5/29/98 DATETESTED: 6/4/98 6/4/98 6/25/98 6/25/98 5 COPIES TO: TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by: BC Tested by: TY/TS Prepared by: Leon Scarlett GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION 06/30/1998 14:27 6036688641 MILLER ENGINEERING PAGE 01 /1''RANSMITTAL LETTER ' MILLED ENGINEERING & TESTING, INC. TO: Date: © - �[ • A►.) c,n �e, r o Z z l.� Job No.: Project: )CT1 i Cc, ,-A t • Location: FAX NO. Attached, we are sending you the following: t S rn 1. , nesi - ar�erslup Remarks: r Very truly yours, TOTAL N0. OF PAGES MILLER ENGINEERING &TESTING,INC. INCLUDING TRANSMITTAL: 3 by: r MILLER FAX: (603) 668-8641 cctipcpArE QFmcL. 100 SHEFFIELD RCAO • P.O.BOX 4776 • MANCHESTER,NH 03108 • TEL I603I 66B-bpl 6 • FAx(603)668-8641 (� 130 EAST MAIN ST • P CL BOX 11 • NORTHBORCUGH.MASSACHUSETTS 01532 • TEL(5087 393-2607 FAx f 5(781 393-8x90 �� 474 DORCHESTER AVENUE•BOSTON,MASSACHUSETTS 02127•TEL(617)269-8829•FAX(617)269-8837 4 Tue Jun 30 11:38:41 1998 Page : 1 GROTSCHNICAL LABORATORY TEST DATA Project : ST.MICHAELS SCHOOL Filename : L980660 Project No. 80190.01 Depth c N/A Elevation N/A Boring No. N/A Test Date : 6-10-99 'Tested by DC/BM Sample No. L980660 Test Method : ASTM Checked by BC Location : ON-SITE STOCKPILE Soil Description : PROCESSED RECYCLED MATERIAL Remarks : FOR USE UNDER PARKING AND DRIVEWAY ^� COARSE SIEVE SES 8ieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer 3•` ----------- (lb)---- (lb) (t) 2" 2.000 50.80 11.20 11.20 100 10 1.5• 1.500 18.10 11.70 11.70 99 1'. 1.000 25.40 19.90 20.40 86 (± 0.75" 0.752 19.10 17.a0 27.00 770.5" 0.500 0.500 12.70 18-90 34.70 65 - 0.375" 0.375 9.52 15.10 38.60 S9 k4 0.187 4.75 18.80 46.20 48 3 O Total Weight of Sample = 78.5 Tare Weight - 11.2 FINE 912VE 99T Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer (9m) (gm) (4) ---------- ------ ----------- -------- --------------- ------- #10 0.079 2.00 65.50 65.50 42 #20 0.033 0.85 83.80 149.30 34 #40 0.017 0.43 88.80 238.10 25 #60 0.010 0.25 59.20 297.30 19 #100 0.006 0.15 51.40 348.70 14 #200 0.003 0.07 55.40 404.10 9 Pan 92.10 496-40 0 + Total Weight of Sample 508.6 Tar W - Tare eight _ 0 Moisture Content = 0 085 : 24.4169 mm 060 9.8638 mm 050 5.1744 mm D30 0.6371 mm D15 0.1615 mm D10 0.0853 mm Soil Claaslfication ASTM Group Symbol N/A A9TM Group Name : N/A AA8RTO Group Symbol A-1-a(0) AASHTTO Group Name : Stone Fragments, Gravel and Sand E0 391Vd 9NIa33NI9N3 a371IN TD98a99E09 67- D1 866T/0E/90 i GRAIN SIZE DISTRIBUTION AGGREGATE GRADING Boring NQ.. N/A Project : ST.MICHAELS 'SCHOOL Sornple No. L980660 Project No.: 80190.01 MILLER ENGINEERING & TESTING, INC. Tested by DC/8M Location. ON—SITE STOCKPILE Filenarne L980660 Date Tue Jun .30 1998 co U.S. STANDARD SIEVE SIZE V. 2" 11. 0.5,, 14 110 120 140 #613 1100 1200 1400 100 0 90 i ------------ ------- _'44 1 .4—-- ---- ----------- C" tt CY) co 00 20 80 ------- - ---- -- 30 17 7o LJ 2 60 ------- 40 M LLJ 50 50 z Lli z 40 60--------- t q ww C) M T1 70 M 20 T, z M —--------- to z 0 I t 1 —1100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS CGRAVEL SANO COSOLES SILT OR CLAY COARSE FINE COARSE Mi 01UM FINE Classification Remarks I> FOR USE UNDER PARKING ANO DRIVEWAY G) M Visual Description PROCESSED RECYCLED MATERIAL CD Ili Figure 1 r d TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. _ TO: MR ANGELO PETROZELLI DATE: JUNE 24, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER.MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 6/19/98 CONCRETE COMPRESSIVE STRENGTH TEST RESULTS L Remarks: nap- Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX I I-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL.(617)269-8829-FAX(617)269-8837 r ' MILLER ENGINEERING 8z TESTING, INC. NIANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 REPORT NO: 3 OF CONCRETE CYLINDER TESTS. PROJECT NO: 80190.01 PROJECT: ST.MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SLB-CONTRACTOR: REDMOND CONCRETE CONCRETE SUPPLIER: J. G.MACLELLAN CONCRETE LOCATION: Line B.5 at 1.5 (1st lift) 7 DAYS 7 DAYS FRACTURE TYPE SAMPLE NO 3A 3B DESIGN STRENGTH(psi) 30003/4 30003/4 (NORirIAL/LIGHTWGT CONCRETE) N N s'� WET DENSITY(lbs/cu.ft.) (C-138) - - 1 SLUMP(inches) (C-143) 4 4 s . AIR CONTENT(percent) (C-231 ) 4.8 4.8 CONCRETE TEMPERATURE (deg's F) 72 72 AIR TEMPERATURE(deg's F) 70 70 2 TRUCK NUMBER 70 70 TICKET NUMBER 1082261 1082261 -• CONDITION OF SPECIMEN GOOD GOOD SIZE OF SPECIMEN(inches) 6x12 6x12 3 AREA OF SPECIMEN(sq.in.) 28.27 28.27 SPECIMEN WEIGHT(lbs.) 27.5 27.6 Z � TYPE OF FRACTURE 5 5 j» TOTAL LOAD(lbs) 72000 78000 4 UNIT LOAD(psi) (C-39) 2550 2760 a= DATE CAST 6/12/98 6/12/98 DATE IN LAB 6/15/98 6/15/98 DATE TESTED 6/19/98 6/19/98 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS ADMIXTURE(oz) MIX WEIGHTS-PER CUBIC YARD AEA FINE AGG. (lbs) COARSE AGG.(lbs) WATER(gals) W/C RATIO(gals/sack) CEMENT(lbs) REMARKS: REVIEWED BY: BC TESTED BY: PREPARED BY: Jim Roberge GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: JUNE 16. 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER,MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 6/12/98 CONCRETE FIELD PLACEMENT REPORT Archi: Remarks: *% Copies to: ,JUN 17 1998 Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O.BOX i I-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON, MA 02127-TEL.(617)269-8829-FAX(617)269-8837 MILLER ENGINEERING & TESTING INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX: (603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT: ST.MICHAEL'S SCHOOL PROJECT NO: 80190.01 N ANDOVER,MA CLIENT: DESIGN PARTNERSHIP ARCH CONTRACTOR: DESIGN PARTNERSHIP ARCH WEATHER: OVERCAST DATE: 6/12/98 PRE-PLACEMENT & REINFORCING STEEL INSPECTION LOCATIONS CHECKED THIS DATE: WALL LINE B.5 FROM I TO 3 FORM WORK REMARKS, CHANGES, DEVIATIONS FROM SPECS SURFACES SMOOTH El ALIGNMENT ED PROPER DIMENSION El CLEAN ED REINFORCING STEEL CHAIR SIZE ❑ N/A SUFFICIENT NUMBER ❑ ALIGNMENT FORM CLEARANCE QUANTITY SPACING LAP DISTANCE SECURE CLEAN CONCRETE PLACEMENT ESTIMATED QUANITY REQUIRED(CUBIC YARDS) 25 DESIGN STRENGTH 3000 3/4 PSI ADMIXTURES(TYPE/AMOUNT) AEA PROPER PLACEMENT El PROPER VIBRATION ID TYPE OF CONCRETE USED: NORMAL El LIGHTWEIGHT ❑ AIR TEMPERATURE 72 DISCREPANCIES: ITEMS ABOVE MEET SPECIFICATIONS UNLESS PREPARED BY: OTHERWISE NOTED. JAMES ROBERGE TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: JUNE 18, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER.MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 6/12/98 CONCRETE FIELD PLACEMENT REPORTS D Archi, LP Remarks: Copies to: 9 1998 Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O. BOX l 1-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL.(617)269-8829-FAX(617)269-8837 MILLER ENGINEERING 8z TESTING, INC_ MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO: 3 PROJECT NO: 80190.01 PROJECT: ST. MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: REDMOND CONCRETE CONCRETE SUPPLIER: J. G. MACLELLAN CONCRETE PLACEMENT INFORMATION DATE: 6/12/98 WEATHER: Overcast CLASS OF CONCRETE (PSI): 30003/4 CUBIC YARDS PLACED: 25 METHOD OF PLACEMENT: Direct SET LOCATION: Line B.5 at 1.5(1 st lift) TEST CYLINDERS: 3 A-D AIR CONTENT(%): 4.8 TIME OF TEST: 9:45 SLUMP: 4 CONCRETE TEMP.(DEGREES F): 72 AIR TEMP.(DEGREES F): 70 TRUCK NO: 70 TICKET NO: 1082261 ADMIXTURE(OUNCES): AEA WET DENSITY(LBS/CU.FT.): - TOTAL LOCATION OF CONCRETE PLACED THIS DATE: Wall at line-B.5 from 1 to 3. REMARKS: PREPARED BY: Jim Roberge GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING &: TESTING, INC. I MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO: 3 PROJECT NO: 80190.01 PROJECT: ST. MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: REDMOND CONCRETE CONCRETE SUPPLIER: J. G. MACLELLAN CONCRETE PLACEMENT INFORMATION DATE: WEATHER: Overcast CLASS OF CONCRETE (PSI): 30003/4 CUBIC YARDS PLACED: 25 METHOD OF PLACEMENT: Direct SET LOCATION: TEST CYLINDERS: TEST 1 AIR CONTENT(%): 5.5 TIME OF TEST: - SLUMP: 4.0 CONCRETE TEMP.(DEGREES F): - AIR TEMP.(DEGREES F): - TRUCK NO: 132 TICKET NO: 1082263 ADMIXTURE(OUNCES): - WET DENSITY(LBS/CU.FT.): - TOTAL LOCATION OF CONCRETE PLACED THIS DATE: Wall at line-B.5 from 1 to 3. REMARKS: PREPARED BY: Jim Roberge GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO: 3 PROJECT NO: 80190.01 PROJECT: ST. MICHAEL'S SCHOOL CLIENT: DESIGN PARTNERSHIP ARCH. INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: REDMOND CONCRETE CONCRETE SUPPLIER: J. G. MACLELLAN CONCRETE PLACEMENT INFORMATION DATE: WEATHER: Overcast CLASS OF CONCRETE(PSI): 30003/4 CUBIC YARDS PLACED: 25 METHOD OF PLACEMENT: Direct SET LOCATION: TEST CYLINDERS: TEST 2 AIR CONTENT(%): 5.5 TIME OF TEST: - SLUMP: 4.0 CONCRETE TEMP.(DEGREES F): - AIR TEMP.(DEGREES F): - TRUCK NO: 60 TICKET NO: 3703 ADMIXTURE(OUNCES): - WET DENSITY(LBS/CU.FT.): - TOTAL LOCATION OF CONCRETE PLACED THIS DATE: Wall at line-B.5 from 1 to 3. REMARKS: PREPARED BY: Jim Roberge GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION 4 TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: JUNE 8, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER,MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 5/27-5/28/98 CONCRETE FIELD PLACEMENT REPORTS 6/3-6/4/98 CONCRETE COMPRESSIVE STRENGTH TEST RESULTS Architects z E = Remarks: 'JIM 9 1 Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O.BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O.BOX l 1-NORTHBOROUGH,MA 01532-TEL. (508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL. (617)269-8829-FAX(617)269-8837 I ` I i { MILLER ENGINEERING & TESTING, INC. MANCHESTER,N.H.(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO.: 1 A-D PROJECT NO.: C 80190.01 PROJECT: ST. MICHAEL' S SCHOOL (NORTH ANDOVER, MA) CLIENT: DESIGN PARTNERSHIP ARCHIECTS INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: - CONCRETE SUPPLIER: GRANITE STATE WILSON DIVISION PLACEMENT INFORMATION DATE: 5/27/98 WEATHER: SUNNY CLASS OF CONCRETE (PSI): 3000 3/4 CUBIC YARDS PLACED: 22 METHOD OF PLACEMENT: TREMIE TEST CYLINDERS: 1 A-D SET LOCATION: SEE BELOW ADMIXTURE (OUNCES): - TIME OF TEST: 2:30 SLUMP (INCHES): 4 CONCRETE TEMP. (DEGREES F.): 79 AIR TEMP. (DEGREES F.): 78 TRUCK NO.: 131 TICKET NO.: 1081348 AIR CONTENT%: - WET DENSITY (LBS/CU. FT.): - TEST CYLINDERS: SET LOCATION: ADMIXTURE (OUNCES): TIME OF TEST: SLUMP (INCHES): CONCRETE TEMP. (DEGREES F.): AIR TEMP. (DEGREES F.): TRUCK NO.: TICKET NO.: AIR CONTENT%: WET DENSITY (LBS/CU. FT.): TEST CYLINDERS: SET LOCATION: ADMIXTURE (OUNCES): TIME OF TEST: SLUMP (INCHES): CONCRETE TEMP. (DEGREES F.): AIR TEMP. (DEGREES F.): TRUCK NO.: TICKET NO.: AIR CONTENT%: WET DENSITY (LBS/CU. FT.): LOCATION OF CONCRETE PLACED THIS DATE: SET LOCATION: 30 ' of southeast foundation Wall . TOTAL PLACEMENT: Southeast foundation Wall . Prepared by: Leon Scarlett GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY i STEEL!ROOFING/ASPHALT INSPECTION MILLER ENGINEERING & TESTING, INC. MANCHESTER,N.H.(603)668-6016 NORTHBOROUGH,MA(508)393-2607 BOSTON,MA(617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 CONCRETE FIELD PLACEMENT REPORT REPORT NO.: 2 A-D PROJECT NO.: C 80190.01 PROJECT: ST. MICHAEL'S SCHOOL (NORTH ANDOVER, MA) CLIENT: DESIGN PARTNERSHIP ARCHIECTS INC. GENERALCONTRACTOR: WALSH BROS. SUB-CONTRACTOR: - CONCRETE SUPPLIER: GRANITE STATE WILSON DIVISION PLACEMENT INFORMATION DATE: 5/28/98 WEATHER: SUNNY CLASS OF CONCRETE (PSI): 3000 3/4 CUBIC YARDS PLACED: 18 METHOD OF PLACEMENT: TREMIE TEST CYLINDERS: 2 A-D SET LOCATION: SEE BELOW ADMIXTURE (OUNCES): - TIME OF TEST: 2:30 SLUMP (INCHES): 3. 5 CONCRETE TEMP. (DEGREES F.): 78 AIR TEMP. (DEGREES F.): 88 TRUCK NO.: 130 TICKET NO.: 1081435 AIR CONTENT%: - WET DENSITY (LBS/CU. FT.): - TEST CYLINDERS: SET LOCATION: ADMIXTURE (OUNCES): TIME OF TEST: SLUMP (INCHES): CONCRETE TEMP. (DEGREES F.): AIR TEMP. (DEGREES F.): TRUCK NO.: TICKET NO.: AIR CONTENT%: WET DENSITY (LBS/CU. FT.): TEST CYLINDERS: SET LOCATION: ADMIXTURE (OUNCES): TIME OF TEST: SLUMP (INCHES): CONCRETE TEMP. (DEGREES F.): AIR TEMP. (DEGREES F.): TRUCK NO.: TICKET NO.: AIR CONTENT%: WET DENSITY (LBS/CU. FT.): LOCATION OF CONCRETE PLACED THIS DATE: SET LOCATION: North Wall 40 ' . TOTAL PLACEMENT: North Wall between 10 and 14 foundation wall 48' long. Prepared by: Leon Scarlett GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)668-6016 NORTHBOROUGH,MA (508)393-2607 BOSTON,MA (617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT NO: C 80190 . 01 REPORT NO: 1 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 7 DAYS PROJECT: ST. MICHAEL' S SCHOOL (NORTH ANDOVER , MA) CLIENT: DESIGN PARTNERSHIP ARCHIECTS INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: - CONCRETE SUPPLIER: GRANITE STATE WILSON DIVISION LOCATION: 30' of southeast foundation wall 1-7 Days—1 SAMPLE NO: 1 A 1 B FRACTURE DESIGN STRENGTH (psi) 3000 3/4 3000 3/4 TYPE (NORMAL/LIGHTWGT CONCRETE) N N MIX WEIGHTS—PER CUBIC YARD CEMENT (lbs) FINE AGGREGATES (lbs) COARSE AGGREGATES (lbs) S; WATER (gals) - - ADMIXTURES (ounces) - - 1 W/C RATIO (gals/sack) WET DENSITY (lbs/cu.ft.)(C-138) - - SLUMP (inches) (C-143) 4 4 AIR CONTENT (percent) (C-231) - - CONCRETE TEMPERATURE (deg's F) 79 79 2 AIR TEMPERATURE (deg's F) 78 78 TRUCK NUMBER 131 131 TICKET NUMBER 1081348 1081348 CONDITION OF SPECIMEN GOOD GOOD SIZE OF SPECIMEN (inches) 6 X 12 6 X 12 3 AREA OF SPECIMEN (sq. in.) 28.27 28.27 SPECIMEN WEIGHT (lbs.) 27.7 27.8 TYPE OF FRACTURE 5 5 TOTAL LOAD (lbs) 69000 68000 j UNIT LOAD (psi) (C-39) 2440 2510 4 DATE CAST: 5/27/98 5/27/98 ` DATEINLAS: 5/28/98 5/28/98 DATE TESTED: 6/3/98 6/3/98 5 COPIES TO: TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by: HC Tested by: TY Prepared by: Leon Scarlett GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)668-6016 NORTHBOROUGH,MA (508)393-2607 BOSTON,MA (617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT NO: C 80190 .01 REPORT NO: 2 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 7 DAYS PROJECT: ST. MICHAEL' S SCHOOL (NORTH ANDOVER , MA) CLIENT: DESIGN PARTNERSHIP ARCHIECTS INC. GENERAL CONTRACTOR: WALSH BROS. SUB-CONTRACTOR: - CONCRETE SUPPLIER: GRANITE STATE WILSON DIVISION LOCATION: North wall 40 ' 1-7 Days-1 SAMPLE NO: 2 A 2 B FRACTURE DESIGN STRENGTH (psi) 3000 3/4 3000 3/4 TYPE (NORMAL/LIGHTWGT CONCRETE) N N MIX WEIGHTS—PER CUBIC YARD CEMENT (lbs) FINE AGGREGATES (lbs) COARSE AGGREGATES (lbs) S; WATER (gals) - - ADMIXTURES (ounces) - - W/C RATIO (gals/sack) WET DENSITY (lbs/cu.ft.)(C-138) - - SLUMP (inches) (C-143) 3. 5 3. 5 AIR CONTENT (percent) (C-231 ) - - CONCRETE TEMPERATURE (deg's F) 78 78 2 AIR TEMPERATURE (deg's F) 88 88 j TRUCK NUMBER 130 130 TICKET NUMBER 1081435 1081435 - CONDITION OF SPECIMEN GOOD GOOD SIZE OF SPECIMEN (inches) 6 X 12 6 X 12 3 AREA OF SPECIMEN (sq. in.) 28.27 28.27 SPECIMEN WEIGHT (lbs.) 28. 1 28. 1 ` TYPE OF FRACTURE 2 5 TOTAL LOAD (lbs) 76000 76000 ` UNIT LOAD (psi) (C-39) 2690 2690 4 DATE CAST: 5/28/98 5/28/98 s`a DATE IN LAB: 5/29/98 5/29/98 DATE TESTED: 6/4/98 6/4/98 5 COPIES TO: TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by: HC Tested by: TY Prepared by: Leon Scarlett GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/SOILS/CONCRETE/MASONRY/STEEL/ROOFING/ASPHALT INSPECTION i i TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: MAY 28, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST. MICHAEL'S SCHOOL LOCATION: N. ANDOVER.MA Attached,we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION 1 5/14/98 SOILS FIELD REPORT&COMPACTION CONTROL SUMMARY Remarks: Copies to: -- Very truly yours, MILLER ENGINEERING & TESTING INC. MAY D 1 C1QQ by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O.BOX 4776-MANCHESTER NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O.BOX 11-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL.(617)269-8829-FAX(617)269-8837 { FIELD REPORT MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH (603)668-6016 NORTHBOROUGH,MA (508)393-2607 BOSTON,MA (617)269-8829 FAX:(603)668-8641 FAX:(508)393-8490 FAX:(617)269-8837 PROJECT: ST. MICHAEL'S SCHOOL PROJECT NO: 80190.01 N. ANDOVER,MA CLIENT DESIGN PARTERSHIP ARCH INC. CONTRACTOR: WALSH BROS. WEATHER: Warm, Sunny DATE 5/14/98 SOILS FIELD REPORT PURPOSE: The purpose of today's site visit was to perform Field Density tests. WORK ACCOMPLISHED: One (1) Field Density test was performed on the north footing between 2 and 3 lines by using a Nuclear Density Gauge. The results of this test indicated adequate compaction, as the measured density was at least 95 percent of the maximum dry density, as determined by the ASTM D-1557 test method. The location and results of today's Field Density test are shown on the attached Compaction Control Summary. Prepared by: Keith Schwotzer CC 1PACTION CONTROL "UMMARY MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH 603-668-6016 NORTHBOROUGH,MA 508-393-2607 BOSTON,MA 617-269-8829 PROJECT: ST. MICHAEL'S SCHOOL PROJECT NO: 80190.01 N.ANDOVER,MA LIFT CORRECTED OPTIMUM FIELD FIELD PERCENT SPECIFIED TEST TEST TEST MATERIAL MAXIMUM MOISTURE DRY MOISTURE PERCENT NO DATE METHOD LOCATION OR DESCRIPTION DRY DENSITY CONTENT DENSITY CONTENT COMPAC110N COMPACTION COMMENT ELEV. (�1 (LB/FTP) N IL8/FTj N N 1 5/14/98 NDG NORTH FTG 2-3 BOF ON-SITE 130.3 8.1 128.6 7.9 98.6 95 A BS =BelowSubgrade BBF=Below Base of Footing CRGR =Crushed Gravel SA/GR=Sand and Gravel BSS =Below Slab Subgrade BOF=Bottom of Footing BRGR =Bank Run Gravel SA =Sand STOW=Below Top of Wall BFG=Below Finish Grade GR =Gravel SLT =Silt GR/SA=Gravel and Sand TR =Trace NDG=Nuclear Density Gauge SC =Sand Cone Method A= Indicates Adequate Compaction F=Failed to Satisfy Percent Compaction i F TRANSMITTAL LETTER MILLER ENGINEERING & TESTING INC. TO: MR ANGELO PETROZELLI DATE: MAY 19, 1998 DESIGN PARTNERSHIP ARCH INC JOB NO: 80190.01 THREE WASHINGTON SQ STE 400 HAVERHILL MA 01830 PROJECT: ST.MICHAEL'S SCHOOL LOCATION: N. ANDOVER,MA Attached, we are sending you the following: ® Reports ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Plans ❑ Samples ❑ Change Order ❑ Other COPIES DATE DESCRIPTION I MAY 19, 1998 PROCTOR-GRADATION TEST RESULTS(L980488) Remarks: Copies to: Very truly yours, MILLER ENGINEERING & TESTING INC. by: ELLY CHAKAS CORPORATE OFFICE: 100 SHEFFIELD ROAD-P.O. BOX 4776-MANCHESTER,NH 03108-TEL.(603)668-6016-FAX(603)668-8641 130 EAST MAIN ST.-P.O.BOX 11-NORTHBOROUGH,MA 01532-TEL.(508)393-2607-FAX(508)393-8490 474 DORCHESTER AVENUE-BOSTON,MA 02127-TEL.(617)269-8829-FAX(617)269-8837 Boring No. : N/A Project: ST.MICHAEL'S SCHOOL Sample No.: L980488 Project No. : 80190.01 MILLER ENGINEERING &TESTING, INC. Tested by : DC/BM Location: FROM BOTTOM OF NORTH FOOTINGS LINE 2 TO 3 Filename : 1-980488 Date : Tue May 19 1998 PROCTOR- GRADATION TEST RESULTS COMPACTION 129.0 Sample Description : i FROM BOTTOM OF FOOTINGS LINE 2 TO 3 Compaction Test Designation ASTM D1557-A 127.0 -- --- - - - Maximum Dry Density 128.4 PCF Optimum Moisture Content 8.8 % v j 0- 1.-: 125.0 -- - —' CORRECTED MAXIMUM _ I DRY DENSITY: 130 . 3 PCF w z I CORRECTED OPTIMUM 123.0 - MOISTURE CONTENT : 8 . 1 % 0 1 21.0 - -- — - i I 1 1 s.Q Z.0 5.0 8.0 11.0 14.0 17.0 MOISTURE CONTENT GRAIN SIZE DISTRIBUTION U.S. STANDARD SIEVE SIZE 4- r r• o.s•• N• Nio Neo N40 #60 #100 #200 N400 100 I' I 0 90 i 80 I : _ _ _ ..__ _ _— _....._... 20 c=j 70 -r - _....... 30 I i L Lu r 60 - -- - -- -- - ---- - 40 z m elf -- 5 z Z 40 60 V L V w a- — 7 80 t' 10 - - - - -' - - --- - 90 0 ' 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL I SAND C08BLE5 SILT OR CLAY COARSE FINE COARSE MEDIUM FINE UNIFIED SOIL CLASSIFICATION SYSTEM Figure 1 Mon May 18 08:22:15 1998 Page 1 GEOTECHNICAL LABORATORY TEST DATA Project : ST.MICHAEL'S SCHOOL Filename L980488 Project No. 80190.01 Depth : N/A Elevation N/A Boring No. N/A Test Date : 5-18-98 Tested by DC/BM Sample No. L980488 Test Method : ASTM Checked by BC Location : FROM BOTTOM OF NORTH FOOTINGS LINE 2 TO 3 Soil Description : FROM BOTTOM OF FOOTINGS LINE 2 TO 3 Remarks : ASAP COARSE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer (lb) (lb) W ---------- ------ ----------- -------- --------------- ------- 2" 2.000 50.80 11.20 11.20 100 1.5" 1.500 38.10 11.20 11.20 100 1" 1.000 25.40 12.00 12.00 98 0.75" 0.752 19.10 11.30 12.10 98 0.5" 0.500 12.70 11.70 12.60 97 0.375" 0.375 9.52 11.60 13.00 96 #4 0.187 4.75 12.50 14.30 93 Total Weight of Sample = 57 Tare Weight - 11.2 FINE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer (gm) (gm) W #10 0.079 2.00 16.00 16.00 90 #20 0.033 0.85 24.40 40.40 85 #40 0.017 0.43 34.40 74.80 78 #60 0.010 0.25 39.00 113.80 70 #100 0.006 0.15 49.30 163.10 60 #200 0.003 0.07 75.10 238.20 45 Pan 222.50 460.70 0 Total Weight of Sample - 504.5 Tare Weight = 0 Moisture Content = 0 D85 0.8453 mm D60 0.1484 mm 050 0.0932 mm D30 N/A 015 N/A D10 N/A Soil Classification ASTM Group Symbol N/A ASTM Group Name N/A AASHTO Group Symbol A-4(0) AASHTO Group Name Silty Soils