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Building Permit #634-14 - 190 ACADEMY ROAD 3/18/2014
_TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 7 New Building 7] One family Addition 7 Two or more family C Industrial ❑ Alteration No. of units: :i Commercial 7 Repair, replacement ❑ Assessory Bldg ❑ Others: 7 Demolition ❑ Other Ct Stc� t7 V1lell D fl 'Wet] Watershed�istrictdoo :. 47 O',NNER: Name: Address: rod s f -V V-4 &►J a .F N$ dl PC4/'i -5 Identification Please Type or Print Clearly) Phone: 4 ARCHITECT/ENGINEER cr-LA.' e, -Lc .. Phone: f/61'� 1 22� -114;' - Address: I' k ��. �...� �. Reg. No. FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: �a S 2 2 9S' Y FEE: $ Check No.: ? Q 4z Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund S'griatrare of Agent/Owner S�gnalure of contractor b_ /1 r TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINAI, ON Permit NO: Date Received Date Issued - IMPORTANT: Applicant must complete all items on this page LOCATION _.. PROPERTY OWNER Print Print _ _ MAP NO: PARCEL:: ZONING DISTRICT: list Year tis riot u - Historic District _. Machine Shop Vil TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg 11 Others: ❑ Demolition El Other Septic ❑Well ❑ Floodplain ❑ Wetlands ❑ Water/Sewer ❑Watershed Di DESCRIPTION OF WORK TO BE PERFORMED: OWNER: Name: Identification Please Type or Print Clearly) Phone: Address: CONTRACTOR Nanie: --,Phone: . Address: Supervisor's Construction License: Exp. Date: . rovement License: . Date: ARCHITECT/ENGINEER Phone: yes no yes no yes no Address: Reg. No. FEE SCHEDULE: BULDING PERMIT. • $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent%Owner w "� '- - - --• _ _ e . _ Plans Submitted iJ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ I S I Plans Submitted ❑ Plans W- aived ❑ :.Certified Plot Plan ❑ Stamped Plans ❑ -TYPE OP SEWERAGE Public Sewer ❑ Tanning/MassageBody Art ❑ .. Swimming Pools ❑ Well ❑ Tobacco.Sales ❑ Food Packaging/Sales ❑ Private (septic tank, ctc.._ - Pemianent Dempster ori=Site ❑ =THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE.APPR-OVED PLANNING & DEVELOPMENT' ❑ ❑ — A MMENTS CONSERVATION Reviewed on f l / ly Signature COMMENTS - ��-q. \3 -'S e �; cj ;j Ci- ,XHEALTH COMMENTS Reviewed 1 - Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes M L Planning Board Decision: Comments Conservation Decision: Comments a Water & Sewer Connectionisignature & Date Driveway Permit DPW To -,v.! Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMLiNT =Temp Dump'ster n site yes no Located -at 124,Mair, Street Fire Departmd it=signature/date " r COMMENTS. -...Dimensi n Number of Stories: Total square feet of floor area, based on Exterior dimensions. ..Total- land -area, sq. ft.: -ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL -.Chapter -166 Section 21A --F and G min.$100-$1000 :fine NOTES and DATA — (For department use M ,Svc v F y ZO,��r - 0 Notified for pickup - Date 4 Doc.Building Permit Revised 2010 Building Department -The fola'wwing is-A]i'st of the required -forms to be: filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o `' B,tailding Permit Application o Workers Comp Affidavit La Photo Copy Of H.I.C. And/OrC.S.L Licenses o Copy of Contract u Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Li Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Li Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) u Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apw• al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Buhjing permit Revised 2012 g4z �u O ~ QH z O '00 A �o ON cn V]�vn X00 � � h W oo W oo �rnrnrn sz Z A w w w � 0 0 6G z RN �,p„,a, NORTH ANDOVER OLDE CENTER HISTORIC DISTRICT COMMISSION Certificate of Appropriateness This certificate of Appropriateness is issued this Thirty First day of January 2014 to North Parish Church for 190 Academy Road in accordance with Chapter 40C of the General Laws of the Commonwealth of Massachusetts as amended and the by-laws of the North Andover Olde Center Historic District Commission. This will allow for new Elevator and rebuild the classrooms at the church with THE PLANS APPROVED B THE O ON AT THIS MEETING, Georgie H. Schruendere- r. a' min "Kathl Robert Stevens _Martha Larson Leslie Fraiger Harry Aznoian 75 Kneeland Street Boston, MA o2II1 617-227-1477 November 24, 2014 Thomas P. Hopkins, Director Architectural Access Board One Ashburton Place, Rm. 1310 Boston, MA 02108-1618 RE: Variance Dear Thomas, It is with great pleasure that I send the Architectural Access Board a copy of the October 7, 2014 Occupancy Permit for North Parish Church Unitarian Universalist, located at 190 Academy Road in North Andover, MA. With the completion of the recent renovation/ addition work, all occupied levels of the religious education center (and church offices as well) are now in full compliance with 521 CMR, two years prior to the 10 -year Variance granted to the church in the Board's Decision of October 31, 2006. About the Project: On October 19, 2014, North Parish Church of North Andover Unitarian Universalist fulfilled its `Together Under One Roof campaign by dedicating the New Wing of the Meeting House while celebrating the 369thyear of the Congregation. The 8,300 Sq. Ft. two-story addition and four -level elevator tower was built by Windover Construction between April and October 2014, replacing and expanding the 1958 Religious Education Wing with flexible classrooms, meeting moms and storage, while adding office space for clergy and administration. The Sanctuary, Parish Hall, Religious Education and Office levels are now connected to and to the surrounding gardens by means of a four -stop elevator and accessible pathways)mm two levels of curbside access on the church's wooded site in North Andover's Old Center Historic District. I am also copying a letter received by the church and read aloud at the dedication, commending the church for its commitment to inclusivity on behalf of EgUUal Access, a committee of the Unitarian Universalist Association. Sincerely yours, David W. Torrey, AIA Principal, Torrey Architecture, Inc. Cc: david@torreyarchitecture.com www.torreyarchitecture.com Page 2 of 2 Gerald A. Brown Inspector of Buildings Building Department 1600 Osgood Street Bldg 20, Suite 2035 North Andover, MA 01845 North Parish Church Building Task Force 190 Academy Road North Andover, MA 01845-4022 Attachments: -Occupancy Permit 10-07-2014 -Letter from EgUUal Access 10-19-2Q ., -Decision of AAB 10-31-2006 david@torreyarchitecture.com www.torreyarchitecture.com o 0 v r, Nr.q Z LO o cu icy N ` N vt o N u ` a jiN N a V 0. 0 0 v a� v � C :... '� R" •N o v o w -w in � G• 7s 3 cd u a, o vbb Idr, �" 0 Q cn O LO It 00 r0• G .v ° r- P7 U vs ai X41 Pq U O ti N ro 0, i. o Itl cz ,v Cd U aa 41 C...� .� I ,� 7 O O 0 O a bq J } •PI �s o o (U a, 0 IIMN ,� a Z a�In(U a� v hZo 41 Z "CS , O U C3 w w (u RS .� cz v q CO .r deU }, O ;:L. y cn O •� Q \ �J' N COO yM,l N 93 ':3 •O d a-+ v O by M V !d 3y 2 vU Ru Zw inw 19 October 2014 The North Parish of North Andover, Unitarian Universalist 190 Academy Road North Andover, MA 01845 Congratulations to the congregation of the North Parish of North Andover on the occasion of the dedication of your new building! We applaud North Parish's commitment to inclusive and accessible spaces. The building you dedicate today opens the way for participation in areas of parish life that are often inaccessible: religious education, administration, and serving the larger community through the food pantry. Making your memorial garden and labyrinth accessible demonstrates your commitment to the full inclusion of people with disabilities in the life of your congregation. Together with your earlier renovation of your historic Meeting House, this new building puts the North Parish of North Andover among the leaders in accessibility in our Association. In the disability community, we have a goal that places of worship should be places where all can worship, can serve, and can lead. Congratulations to all of you in the North Parish for caring and creating spaces where all of those important aspects of religious life are accessible to all. May this new building be a house of hope and joy for your community for many years to come. Sincerely, Suzanne Fast President, EgUUal Access The mission of EgUUaI Access is to enable the full engagement of people with disabilities in Unitarian Universalist communities and the broader society. Mitt Romney GovernorKersy Healey Ueutenant Governor Robert C. 14aas secretary SENT VIA CERTIFIED MAIL: 7006 0100 0000 7800 0850 DECISION Thomas G. GaUunis. P.E. Commissioner Thomas P. Hopkins Director www.mass.goWaab RE: NORTH PARISH UNITARIAN UNIVERSALIST CHURCH, 190 Academy Road, North Andover 1. The variance hearing was held in regards to the following Rules and Regulations of the Architectural Access Board: Section 28.1 — General (Elevators) 2. The hearing was held on: Monday, October 16, 2006. 3. The following person(s) appeared: Robert Pellegrini, Attorney for the Church; David Torrey, Architect; Gail Forsyth -Vail, Director of Religious Education for the North Parish Church; Deborah Putnam, Member of the North Parish Church Building Task Force; Prudence Barker, North Parish Church Parishioner; Frank Clarkson, Assistant Minister for the North Parish Church; and Clem Karl, Chair of the North Parish Church Building Task Force. All were sworn in by the Chairman and the hearing was called to order at 3:15 p.m. 4. JURISDICTION: The Board took jurisdiction over the facility under Section 3.3.2, in that the work to be performed was going to amount to 30% or more of the full and fair cash value of the building, therefore the entire building is required to comply in full with 521 CMR. 5. FINDINGS AND DECISION: The Board having considered the evidence hereby decides and finds as follows: Mr. Robert Pellegrini started the presentation by stating that the main portion of the church was constructed in 1833 and is listed on the National and State Registry of Historic Buildings. The project that the church is intending to undertake has been in the works for the past seven years. The Unitarian Church must acquire all of their funds for projects from the parishioners, noting that they are spending just over $399,000 on barrier removal and $328,000 on HVAC, plumbing, electrical, and life safety upgrades, with an additional $20,000 being spent on other miscellaneous upgrades. Mr. Pellegrini stated that the largest project is at the front entrance of the church. The current configuration requires parishioners to traverse a set of stairs up to the large entry doors and then enter into the vestibule area and traverse additional stairs to access the main part of the church. The church is proposing to raise the grade at the front of the church, creating an at -grade entry via a sloped walkway at the front of the building. The noncompliant interior doorway will be removed and a compliant doorway will be installed. The church will also be installing accessible pews with accessible seating locations at the front and rear of the church. The stage area at the front of the church will also be accessed via sloped aisles and an accessible podium will be in place. The one variance that is being sought at the interior is for maintaining the existing historic pulpit, noting that the podium on the stage will be an alternate location for speakers. On the basement level, there is a narrow set of stairs connecting the church and the basement, which will be replaced with compliant stairs. Another variance request was for the existing elevator to remain, due to the constraints of the building. Mr. Pellegrini also added that there is also a compliant walkway along the side of the church connecting people from the front of the building to an accessible entrance to the basement area. The offices with noncompliant doorways will be converted into a nursery and brought into compliance, along with the noncompliant stage at the basement area being removed. The kitchen will require a variance for the Iack of compliant height at the countertops. Mr. Pellegrini stated that all of the other variances that were originally requested were being withdrawn, as the church is going to comply with all areas except for the height of the existing counters. Mr. Pellegrini stated that there was currently only one set of bathrooms for the church, located in the basement area, and that the church was proposing to make the existing bathrooms comply in full with 512 CMR. He noted that the religious education area, located in the basement is located on two Ievels, with the proposal to continue the exterior walkway to provide an accessible entrance to the first level of the religious education classes. The upper level of the religious education classes is up a set of stairs. The petitioners are proposing to install a compliant stairway to this upper level, but there will be no vertical access to this space. Mr. Pellegrini stated that the classes can be moved to the accessible level if necessary to accommodate the students. In regards to the variance for the noncompliant elevator, Mr. Pellegrini stated that they have received cost estimates from elevator companies and found that due to the size of the existing shaft, even a compliant vertical wheelchair lift would not be feasible. Creating a compliant shaft would require that the shaft be demolished, which would result in having to demolish part of the structure that holds up the balcony and require removal of the organ. in lieu of creating a compliant means of vertical access, the church was proposing to create the walkway which connects the front of the building with the lower accessible entrance. Nh. Pellegrini stated that creating vertical access would be technologically infeasible. At this point, Mr. Martin Ebel asked far clarification as to the reason for the variance request for the lack of vertical access was that compliance was technologically infeasible because the demolishing would require that -portions of the balcony be removed and the organ relocated, to which Mr. Pellegrini responded and clarified was correct. Ms. Nancy Angney asked for the specific dimensions of the existing elevator. Mr. Pellegrini stated that the elevator was 34 inches by 42 inches, noting that they have looked into the shaft and found that the shaft is only marginally larger than the elevator car. He went on to state that the balcony was used for overflow seating and housed the organ, noting that the balcony was historic to the church. Ms. Angney then asked if the elevator was able to access the other portions of the church and the addition. Mr. David Torrey, Architect for the Church, added that the Church had looked at Limited -Use -Limited -Access (LULA) elevators, vertical wheelchair lifts as another means of vertical access, but found that all means were infeasible due to the present makeup of the church and the existing shaft size. Ms. Angney then asked if the call buttons were located at the required height. Mr. Torrey stated that they were willing to make the features of the elevator that they were able to bring into compliance compliant. After reviewing the matter, Ms. Angney made a motion to GRANT the variance requested for the use of the existing elevator as a means of vertical access on the condition that any improvements not requiring changing the actual elevator, such as the hall call button height and location, were brought into compliance with Section 28 of 521 CMR. The motion was seconded by Ms. Myra Berloff and carried unanimously upon a vote from the Board. 2 The next matter that the Board discussed was the lack of access to the balcony. Mr. Pellegrini stated that the balcony is not used by the choir and is only used by the organist and for overflow seating during Christmas. Ms. Berloff made a motion to GRANT the variance for the lack of vertical access to the balcony, on the condition that there be a written policy that the balcony is used for overflow seating only with the policy to be submitted upon receipt of the Decision of the Board, noting that her decision was based on the historical significance of this space. The motion was seconded by Ms. Diane McLeod and carried unanimously upon a vote from the Board. The next variance request was in regards to the pulpit. Mr. Pellegrini stated that the pulpit is approximately four feet above the church floor, and that due to the construction the only means of access would be a vertical wheelchair lift. He added that the lectern located at the altar was more frequently used than the pulpit and was accessible. Ms. Deborah Putnam stated that the smaller lectern was often used for many of the ceremonies and services held in the church, adding that they are also currently using a portable lectern in the space that they are leasing and are proposing to use it at the renovated church. Ms. Berloff then made a motion to GRANT the variance requested for the lack of access to the existing historic pulpit, based on the historic significance of the structure. The motion was seconded by Ms. Anguey and carried unanimously upon a vote from the Board. Mr. Pellegrini then presented the variance request for the lack of access between the two levels of the religious education portion of the church. He reiterated that the church would like to raise the entire area and build a new religious education building, adding that the accessible walkway will be at the exterior to create a means of access between the lower and upper levels of the religious education section, as well as creating a means of access from the main sanctuary to the lower level religious education area of the building. Ms. Angney asked for clarification that a person located on the accessible lower level of the religious education area would have to exit the building and reenter at the upper level to access the bathrooms, which Mr. Pellegrini verified was correct. Ms. Angney then questioned when the religious education portion of the building was built, to which Mr. Pellegrini clarified that this portion of the building was constructed in the 1950's. Ms. Angney then asked if the petitioners had looked at an exterior means of vertical access. Mr. Pellegrini stated that this was probably restricted by the Preservation Restriction which was put on the building. Mr. Torrey stated that it was a Historical Restriction due to the building's historic nature, clarifying that the only portion of the church that was preserved historically was the main area of the church. He added that the Church is proposing to create a new religious education facility in Phase 2 of the construction which will begin once the proper funding is achieved. Mr. Pellegrini clarified that the church therefore. did not look at an exterior lift. Mr. Torrey noted that a similar means of exterior access was reviewed but found to be infeasible due to the cost being beyond the budget of the church. At this point, Ms. Angney made a motion to CONTINUE this matter regarding the lack of vertical access between the two levels of the religious education portion of the church so that the petitioners may submit cost estimates for a Iift to access the two levels. Mr. Pellegrini stated that the vertical wheelchair lift was estimated at $120,000, noting that this cost was shown in the original submittal of the variance application. He added that the work to create a fully accessible religious education area would most likely be completed within the next ten years. Ms. Gail Forsyth -Vail added that as the Director of the Religious Education for the church, the policy would be to move any students that were in need of accessible features to the accessible level of the religious education area. At this point, Ms. Anguey withdrew her motion. Mr. Ebel then made a motion to DENYthe variance for lack of vertical access between the two levels of the religious education center, but Gk4AT a 10 -year variance to the Church to bring this religious education center into full compliance with Section 20 and 28 of 521 CMI;, therefore allowing until October 31, 2016, noting that the Board should be made aware of any upgrades to this portion of the church when they are planned. The motion was seconded by Ms. Berloff and carried unanimously upon a vote from the Board. The next variance request was in regards to the lack of compliant countertop height in the existing kitchen. Mr. Pellegrini stated that the existing countertop is 3 inches above the maximum required height of 34 inches. Ms. Berloff asked if the kitchen was part of the religious education center, to which Mr. Pellegrini responded that it was not located in the religious education center, but directly adjacent to the parish hall in the existing church building. Ms. Berloff then asked if there was any alternative proposed for an accessible space within the kitchen. Ms. Putnam stated that they were proposing to make both sinks at the center have the required knee space and build a lower counter adjacent to the stove, where a temporary shelving unit is currently located. Ms. Berloff stated that based on Ms. Putnam's testimony, she would make a motion to GRANT the noncompliant countertop heights in the kitchen. The motion was seconded by Ms. Angney and carried unanimously upon a vote from the Board. Mr. Pellegrini then presented the variance request for the doorways at the upper level of the religious education center, stating that all of the existing doorways are 32 inches wide measured from door jam to door jam, resulting in a violation of Section 26.5 of 521 CMR which requires a clear width of not less than 32 inches. He added that all of the doorways in the other areas of the church will have the compliant clear width opening. Upon farther review of the request, Mr. Ebel made a motion to DENY the variance requested for the lack of clear width at the doorways at the upper level of the religious education center, but GRANT a 10 year variance to the Church to bring this religious education center into full compliance with Section 26 of 521 CMR, therefore allowing until October 31, 2016, noting that the Board should be made aware of any upgrades to this portion of the church when they are planned. This motion was seconded by Ms. Berloff and carried unanimously upon a vote from the Board. The final variance that was being requested was in regards to the lack of compliant stairways in the existing buildings. Mr. Pellegrini stated that the Church was WITHDRAWING this variance request since they planned to bring all of the stairways within the facility into full compliance with Section 27 of 521 CMR. A true copy attests: This constitutes a final order of the Architectural Access Board entered pursuant to G -L. c. 30A. Any aggrieved person may appeal this decision to the Superior Court of the- Commonwealth of Massachusetts pursuant to Section 14 of G.L. c.30A. Any appeal must be filed in court no later than thirty (30) days of receipt of this decision. DATE: October 31, 2006 cc: Local Building Inspector Commission on Disability Independent Living Center 4 ARCHITECTURAL, ACCESS BOARD AW /Jj&� erald LeBlanc, Chairman CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 634-14 on 3/18/2014 Date: October 7, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 190 Academy Road MAY BE OCCUPIED AS Addition per Plans IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: North Parish Church of North Andover 190 Academy Road North Andover, MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 27353 Cheek: 23674 � ue v . WOMEN'S ROOM usH Heti "�" 213 SF-3OCC 213 SF-3OCC 6 STORAGE tQ 101 O PARISH ADMIN OFFICE MINISTER'S OFFICE CORRIDOR VESTIBILE ' ..... • • „ • 55 TOTAL LO WAR LEVFL. • .... • .. . OCCUPANTS TORRF'Y ARCHITECTURE • .................................................................................... LOWER LEVEL OCCUPANCY S�-�49 Date 10-03-14 prawn,Checked by NP, DTI 75 Kneeland Street torreyarchitecture.com Boston, Ma 02111 office. 617-227-1477 Drawing Ref. G-100 Scale 1/8"=11-0" L J • SgRE 291 SF TOTAL LOWER -- LEVEL STORAGE -1OCC ® O - WESTFLEX ROOM EAST FLEX ROOM STORAGE 308 SF - 21 OCC 294 SF - 20 OCC 110 STAIR VESTIBULE STO / CORRIDOR nCner��� a RE DIRECTOR OFFICE ELEV MACH RM1a COPy 1RVER/STO ; l / E 1W 6 &F 4-g^ , 174 SF-2OCC / j 11z KITCHEN SHARED OFFICE woRB) ASST/INTERN MINISTER ' 178 SF - 2 OCC 105 SF - 1 OCC ; O T�RB�tow�e 9 12' 0 CORRIDOR - STAIR MEMBERSHIP OFFICE MEMS ROO ®T 97 SF - 1 OCC � ue v . WOMEN'S ROOM usH Heti "�" 213 SF-3OCC 213 SF-3OCC 6 STORAGE tQ 101 O PARISH ADMIN OFFICE MINISTER'S OFFICE CORRIDOR VESTIBILE ' ..... • • „ • 55 TOTAL LO WAR LEVFL. • .... • .. . OCCUPANTS TORRF'Y ARCHITECTURE North Parish Church 190 Academy Road North Andover, MA 01845 Project number 1136 LOWER LEVEL OCCUPANCY S�-�49 Date 10-03-14 prawn,Checked by NP, DTI 75 Kneeland Street torreyarchitecture.com Boston, Ma 02111 office. 617-227-1477 Drawing Ref. G-100 Scale 1/8"=11-0" .............................................................................................. 479 SF TOTAL UPPER / VESTIBULE LEVEL STORAGE - 2 OCC STORAGE 300-�Asz Ayj t ® 40- (�, ®807 SF - 54 OCC CHAPEL/ MULTIPURPOSE RM STORAGE STAIR I 190 SF - 10 OCC 6s I CLASSROOM r I I 333 SF - 17 OCC cLPsEr ICLA'° SSROOM TORREY ARCHITECTURE North Parish Church 190 Academy Road North Andover, MA 01845 Project number 1136 UPPER LEVEL OCCUPANCYDrawn,Checked SKA-050 Date 10-03-14 by NP, DT 75 Kneeland Street torreyarchitecture,com Boston, Ma 02111 office: 617-227-1477 Drawing Ref. G-100 Scale 1 /8"=1'-0" `'LANDING I 175 SF - 9 OCC OROOM + r-rrrrrrrTTTn IIIIIIIIII111 L L LLL L111LL.0 0 3' )AN/ MECHANI - ELEV LOBBY ... .. ' FLEX CLASSROOM O 177 SF - 9 OCC ® 175 SF - 9 OCC CORRIDOR iKill i CLASSROOM ROOM STORAGE STAIR I 190 SF - 10 OCC 6s I CLASSROOM r I I 333 SF - 17 OCC cLPsEr ICLA'° SSROOM TORREY ARCHITECTURE North Parish Church 190 Academy Road North Andover, MA 01845 Project number 1136 UPPER LEVEL OCCUPANCYDrawn,Checked SKA-050 Date 10-03-14 by NP, DT 75 Kneeland Street torreyarchitecture,com Boston, Ma 02111 office: 617-227-1477 Drawing Ref. G-100 Scale 1 /8"=1'-0" Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8`h edition of the >Q M SYsv Massachusetts State Building Code, 780 CMR, Section 107 Project Title: North Parish Church Date: October 3, 2014 Permit No. 634-14 Property Address: 190 Academy Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Renovation to religious education wing and two-story adition with elevator I John M. Wathne, PE, MA Registration Number: 33420 Expiration date: 6-30-2016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the Enter in the space to the right a "wet" or electronic signature and seal: Phone number: 978-745-6817 Email: jwathne@structures-north.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 INs. Wo. 34A20 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional ,cam for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: North Parish Church Date:October 3, 2014 Permit No.634-14 Property Address: 190 Academy.Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Renovation to religious education wing and two-story addition with elevator 1, David W. Torrey, AIA MA Registration Number: 6061 Expiration date: 8-31-2015 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: X Architectural Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the pro IR 107. Enter in the space to the right a "wet" or electronic signature and seal:C-BorMA , Phone number: 617-227-1477 Email: david@torreyarchitecture.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8d' edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: North Parish Church Date.October 3, 2014 Permit No. 634-14 Property Address: 190 Academy Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Renovation to religious education wing and two-story adition with elevator I John M. Wathne, PE, MIA Registration Number: 33420 Expiration date: 6-30-2016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architect"al X Structural Mechanical Eire Protection Electrical Ether. Describe for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: I . Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this dominent relieves the contractor of its responsibility regarding the Enter in the space to the right a "vmt7 or electronic signature and seal: No- 34421D Phone number: 978-745-6817 Email: jwathnc@strucwres--north.com Buitdike official Use Only Building oficid Name: Permit No-: Dare: version 061 t-20 13 t Oi ,ORYFJ i" fr X17 dAC HSS 't49 TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 634-14 on 2/19/2014 Date: October 3, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 190 Academy Road MAY BE OCCUPIED AS an Addition — per plans _IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: North Parish Church of North Andover 190 Academy Road North Andover, MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 27353 Check: 23674 N C9 z r\ . a LL r m c � OJ}� yui LUcu Z ++ C �. Oq' 1 y L O O. 7 i 7- C f6 t]p U L _ a+ OJ ON LL, v LL Oc CLL v to V7 LL Y V7 V It it N E �o 0 CD Z Q O N � i0v� — .E m m O �, d o •V 0 CL a �CL a o= c � J � V .Q C 4) O CL UCL N U) 0 a'a G C O R w O v O .= y.1 h�Q .2 Q. • E 0: 0 " 3 \: \ Q R N J d x > � L i .s_ O N d O �. d � `__ 7,3 O �• �: y �� `• OO C t V C E , t: z CL o 3 .L C O �QQ� Q O O �.: c i O a 2 1- d Q d •S O N V m d O LU V- C O _d b1 C Q .0 O ui E v O V Q (n da fes/! .0 o *� CL0U V It it N E �o 0 CD Z Q O N � i0v� — .E m m O �, d o •V 0 CL a �CL a o= c � J � V .Q C 4) O CL UCL N U) 0 63 a, 0 O M t LD N CL N E� �U L co m a- 0 O Z 0 N C �1, APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION BUILDING PERMIT ADDRESS/LOCATION OF PROPERTY: P" Acs em,,./Ylaver-- N.r44Pw,sLdvK� Map Parcel Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: iGd4 y Od 3`A - (mer" 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 REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: Address: APPLICANT SIGNATURE KV U I JUN U TOWN ENGINEER; SITE PLAN — DRIVE -WAY REVIEW ❑ CONSERVATION PLANNING !/i,4 -- DPW -WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST �A File: Application for OC form revised Jan 2007/2011 SIGNATURE ` %a 1%1H w- Q`.�SLEC 16�"YO 6 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION nO `eyh yM1. �-+S R^TE°°p� BUILDING PERMIT # 63q I7 SACHUS� ADDRESS/LOCATION OF PROPERTY:. /,V A,.de. y Ac�ayer7()V.r� � Lew sLdvly� Map Parcel Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION:_FnL4c V od 3. Ce" 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 REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: Address: TOWN ENGINEER; CONSERVATION PLANNING ! V( L -- APPLICANT SIGNATURE ROUTING SITE PLAN — DRIVE -WAY REVIEW ❑ F DPW -WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNATURE File: Application for OC form revised Jan 2007/2011 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: North Parish Church Date: October 3, 2014 Permit No.634-14 Property Address: 190 Academy Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Renovation to religious education wing and two-story addition with elevator 1, David W. Torrey, AIA MA Registration Number: 6061 Expiration date: 8-31-2015 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural K Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a "wet" or electronic signature and seal: Phone number: 617-227-1477 Building Official Name: Permit No.: Version 06 11 2013 Email: david@torreyarchitecture.com Date: Building Official Use Only BOSTON` VAS ENGINEERS 200 Brickstone Square I Andover, MA 01810-1488 P: 978-296-6200 1 F: 978-296-6201 TO: Torrey Architecture 123 North Washington Street Boston, MA 02114 Attached ❑ Shop drawings ❑ Specifications ❑ Other DUE ON: COPIES DATE 1 10/2/14 For approval ❑ For your use ❑ As requested ❑ For review and comment DUE ON: ❑ LETTER OF TRANSMITTAL DATE: 10/2/14 ATTN: David To ROK CIn derstonds How Fl1ygineeringAff&ts Pevlple PROD. NO: 20130412.00 RE: North Parish Church WE ARE SENDING YOU Under separate ❑ via Pickup Prints ❑ Plans ❑ Submittal ❑ Copy of letter ❑ Change order ❑ Diskettes ❑ NO. DESCRIPTION Stamped & Signed Certificates, Electrical & Plumbing THESE ARE TRANSMITTED AS NOTED BELOW Approved as submitted ❑ Resubmit Approved as noted ❑ Submit Returned for corrections ❑ Return ❑ Prints returned after loan ❑ REMARKS CC: If enclosures are not as noted, kindly notify us at once. copies for approval copies for distribution corrected prints Signed: Cindy Muise, Sr. Administrative Asst. Q:\2013\20130412- North Parish Church Renov - N Andover\0200 Correspondence\202 Transmittals\Letter of Transmittal.doc Andover I Amherst I Boston I Charlotte I Durham www.rdkengineers.com ` Final Construction Control Document W To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: North Parish Church Date: October 2, 2014 Permit No. Property Address: 190 Academy Road, North Andover, MA Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Demolition of an existing two story religious education building and construction of a larger, two story 7,500 sf multi -function building_ I, Gilbert Martin, MA Registration Number: 33353 Expiration date: 6/30/16, am a registered design professional, and hereby certify that I or my designee, have performed the necessary professional services during construction concerning: ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC ] Fire Suppression — NFPA 13 [X ] Electrical [X ] Fire Alarm - NFPA 72 [ ] Plumbing for the above named project. I certify that I, or my designee, have performed the necessary professional services, in accordance with the Professional Standard of Care, and was present at the construction site on a periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit with the exception of those items so noted on the attached punch list and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the Contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17. (not applicable) 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. The Contractor is responsible for performance of the work in accordance with the contract documents and is exclusively responsible for its construction means, methods, sequences and procedures, and for construction safety. Enter in the space to the right a "wet" signature and seal: Phone number: 978-296-6247 Building Official Name: Permit No.: Date: SH OF GLBEF4rIq , rIN : E G\ Q1 ELEC7-B1.;AE. =� Building Official Use Only Email:mr(agrdkengineers.com Final Construction Control Document To be submitted at completion of construction by a d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: North Parish Church Date: October 2, 2014 Permit No. Property Address: 190 Academy Road, North Andover MA Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Demolition of an existing two story religious education building and construction of a larger,two story 7,500 sf multi -function building I, Michael Peugh, MA Registration Number: 45446 Expiration date: 6/30/16, am a registered design professional, and hereby certify that I or my designee, have performed the necessary professional services during construction concerning: ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC Fire Suppression — NFPA 13 [ ] Electrical [ ] Fire Alarm - NFPA 72 [X] Plumbing for the above named project. I certify that I, or my designee, have performed the necessary professional services, in accordance with the Professional Standard of Care, and was present at the construction site on a periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit with the exception of those items so noted on the attached punch list and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the Contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17. (not applicable) 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. The Contractor is responsible for performance of the work in accordance with the contract documents and is exclusively responsible for its construction means, methods, sequences and procedures, and for construction safety. Enter in the space to the right a "wet" signature and seal: Phone number: 978-296-6211 --(t� a MEL PEUMI =' rAECHAM ICAL � j> A 1'1o.45446 Building Official Use Only Building Official Name: Permit No.: Date: Email: mpeughgrdkengineers.com Final Construction Control Document u To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the ve y Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: North Parish Church Date:9/26/2014 Property Address: 190 Academy Rd. North Andover, MA 01845 Project: Check (x) one or both as applicable: X New construction Existing Construction Project description: HVAC design for addition to existing building. I, David H. Mahoney, MA Registration Number: 46846 Expiration date: 6/30/2016, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningl: Entire Project Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project. I certify that I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a "wet" or electronic signature and seal: Phone number: (781) 233-4808 Building Official Name: Permit No Email: Mahoney@csi-engineers.com Date: Building Official Use Only ,IH OF 414ss 9�, DAVID H, yG MAH��N m ECH 1CJ y No. a U Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. Trial Version 10 09 2012 LYNCO FIRE PROTECTION INC. CONTRACTORS — ENGINEERS — INSTALLATION SALES — REPAIRS — INSPECTIONS 19 GRANT AVENUE, BURLINGTON, MA 01803 TEL. ( 781) 221- 0111 FAX. ( 781) 229 - 8323 September 11, 2014 Town of North Andover Fire Department North Andover, MA Reference: Sprinkler System Affidavit North Parish Church Addition 190 Academy Road Subject: FIRE PROTECTION FINAL AFFIDAVIT To the Fire Inspector: I certify that my authorized representative or I have inspected the installation of the expanded wet sprinkler system installed at the space which is used as North Parish Church, located at 190 Academy Road in North Andover, Massachusetts. To the best of my knowledge, information and belief the work has been done in conformance with the permit and plans approved by the North Andover Fire Department and with the provisions of the Massachusetts State Building code (780 CMR, 811 Edition), National Fire Protection Association Standard 13 (2007 Edition) and all other pertinent laws and ordinances. Sincerely, Jason Kahan Massachusetts Registration No. 48388 N OF Mgss9cy o JASON M.C. g KANAN m 00 FIRE PROTECTION ��"off M• °TN '�NdL O A �SSACHO`'ES TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 634-14 on 2/19/2014 Date: October 3, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 190 Academy Road MAY BE OCCUPIED AS an Addition — per plans _IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: North Parish Church of North Andover 190 Academy Road North Andover, MA 01845 1 Building Inspector Fee: PrePaid $100.00 Receipt: 27353 Check: 23674 � . W er� 16ti O W W lL �q = ONi,�W A� l„ a Ckn U y. uj alv..a W u 0 C ev.'\ mal LU CL :y� a C 1 tld ` L j q�,W- LI z O O dlOi U LLC U-N�' lL. �' m N � CL �_ ►`° .2 O ca CL J O O y w � d 0-0 Qyz CL �_ ►`° .2 O ca E G1 IL y t I - y cm d w cm m O cm C a N d 0 z O J O ray Q COZ Z O Z V W LL co x Lu O I•— U Co co Lm W J CL z O F- W z Z 19 O 0L.: �0 Z Q O N I O � 0 U •E L- CL '••� m - � O 0 L Q a CL Im O �c J �CL O CD 2 5 �O Q V U) CQ � Q B CL J y d 0-0 Qyz .;4 M) .2 e-°: • c o E- Qpm w � GH CLV DO ... cts y 0 W c 0 F= cyn � .c y O W 0� v 0 d O.0 .Q•O `� G -� 0 QOU E G1 IL y t I - y cm d w cm m O cm C a N d 0 z O J O ray Q COZ Z O Z V W LL co x Lu O I•— U Co co Lm W J CL z O F- W z Z 19 O 0L.: �0 Z Q O N I O � 0 U •E L- CL '••� m - � O 0 L Q a CL Im O �c J �CL O CD 2 5 �O Q V U) CQ � Q B Enter construction cost for fee cal - North Andover Fee Cakulat%on Construction Cost $ 155225958..00 m $ - $ 18,275.50 Plumbing Fee $ 2,284.44 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 2,284.44 Total fees collected $ 22,944.37 190 Academy Road 634-14 on 3/18/2014 Addition at North Parish Church /Eq---_* iR: 0 3 0 H 0 J LU m LL O m ai L YL O LLL E Y T CL LN C1 ui tail Z Z m C= D O LL 0 O: -Cc U to LL O W IL H Z ZZ J a j K 6 c LL OU d to z Vco W W to OC U i N N t6 = LL K O U LLI a ? CA L j O K t0 LL Z W Q. W LU LL y O CO z ++ O v ul 4J u O [A O �w '�V a : o. �a Z - A c Z J E (cDL IM L CD CD co Cl) ~ C5 Z H (s) O CO �: �3 = �Z `0 � L E � o z �L w72� •� o > a C w O Eoo fit) Q�Z y 3 c w J �� az 0 �co ��m m w r- -a w o o uj A) = E :5 •N CDto c o LU L) v O_ L V d i :i Q N d o 4— r O CA F- t ate+ C. 0 0> LS w S v v O 01- 0:2 Ry� tater: -.e •.. y;,, MFsII s.+ r feet (99 1 m'of � m I r 4 Yliii . . r s4'� P� ,i' d J g a � n �e� QrSTRUCTION CONTROL AFFIDL4i Date: 2/18/2014 Project Title: North Parish RE Wing Addition Project Location: 190 Academy Road, North Andover, Massachusetts Name of Building: North Parish Church Scope of Project: RE Wing addition IN ACCORDANCE WITH SECTION 107.6.2.1, OF 780 CMR, EIGHTH EDITION OF THE MASSACHUSETTS STATE BUIDING CODE, I John M. Wathne, MASS. REGISTRATION NO. 34420 BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS, AND SPECIFICATIONS CONCERNING: Entire Project Architectural Structural X Mechanical Electrical Fire Protection Other (specify) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH. PLANS, COMPUTATIONS, AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I OR MY DIRECTLY SUPERVISED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 107.6.2.2. 1. Review, for conformance to the building code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17 where applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the construction documents and the building code. PURSUANT TO SECTION 107.6.2.3 REFERENCING IBC 1704.1.2, UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY AS APPLICABLE. 3OH N M. WATT M No. 34420 Signature X Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: North Parish Church Date: 2/18/14 Property Address: 190 Academy Rd. North Andover, MA 01845 Project: Check (x) one or both as applicable: X New construction Existing Construction Project description: HVAC design for addition to existing building I, David H. Mahoney, MA Registration Number: 46846 Expiration date: 6/30/2014 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningl: Entire Project Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a "wet" or electronic signature and seal: Phone number: (781) 233-4808 Email: Mahoney@csi-engineers.com Building Official Use Only Building Official Name: Permit No.: Date: H Of�yjAs�q DAVID C-3 MSO H Om � G Sh No Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. Trial Version 10 09 2012 Initial Construction Control Document N To be submitted with the building permit application by a d Registered Design Professional „= for work per the 8th edition of the e Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: North Parish Church Date: February 18, 2014 Property Address: 190 Academy Road, North Andover, MA Project: Check (x) one or both as applicable: X New Construction X Existing Construction Project description: Demolition of an existing two story religious education building and construction of a larger, two story 7,500 sf multi -function building I, Gilbert Martin, MA Registration Number: 45446, Expiration date: 6/30/14, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': ] Entire Project [ ] Architectural [ ] Structural ] Fire Protection [X] Electrical [ ] Other: Plumbing ] Mechanical for the above named project and that, to the best of my knowledge, information and belief, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services in accordance with the Professional Standard of Care and be present on the construction site on a periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable) 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means, methods, sequences and procedures, and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Enter in the space to the right a "wet" signature and seal: Phone number: 978-296-6211 Building Official Use Only Building Official Name: Permit No.: Date: Email: GILBERT E. MARTIN, JR. Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: North Parish Church Date: February 14, 2014 Property Address: 190 Academy Road, North Andover, MA Project: Check (x) one or both as applicable: X New Construction X Existing Construction Project description: Demolition of an existing two story religious education building and construction of a larger, two story 7,500 sf multi -function building, I, Michael Peugh, MA Registration Number: 45446, Expiration date: 6/30/14, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningl: ] Entire Project [ ] Architectural [ ] Structural ] Fire Protection [ ] Electrical [X] Other: Plumbing ] Mechanical for the above named project and that, to the best of my knowledge, information and belief, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services in accordance with the Professional Standard of Care and be present on the construction site on a periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. 2. - Perform the duties for registered design professionals in 780 CMR Chapter 17. (not applicable) 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means, methods, sequences and procedures, and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the buil Enter in the space to the right a "wet" signature and seal: t Phone number: 978-296-6211 Building Official Name: Permit No.: Date: g,offijdal a `Final Construction Control Document'. 4 Use Only Email: gmartingrdkengineers.com Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. E9 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: North Parish Church Date: Feb 13,2014 Property Address: 190 Academy Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: x New construction Existing Construction Project description: Renovation to religious education wing and two-story addition with elevator. I, David W. Torrey, AIA , MA Registration Number: 6061 Expiration date: 8/31/2014 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningt: Entire Project x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official Enter in the space to the right a "wet" or electronic signature and seal: Phone number: 617-227-1477 Email: david@torreyarchit( Building Official Use Only Building Official Name: Permit No.: Date: trol Document'. Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. Trial Version 10 09 2012 � O O LYNCO FIRE PROTECTION INC. CONTRACTORS - ENGINEERS - INSTALLATION SALES - REPAIRS - INSPECTIONS 19 GRANT AVENUE, BURLINGTON, MA 01803 TEL. ( 781) 221- 0111 FAX. ( 781) 229 - 8323 To whom it may concern: I certify to the best of my knowledge and belief that the plans and specifications concerning the project called North Parish Church located at 190 Academy Road in North Andover, Massachusetts are in accordance with the requirements of the Massachusetts State Building, all applicable provisions of NFPA 13, the Town of North Andover Inspectional Services Department and all other pertinent laws and ordinances. I, or an authorized representative will inspect the installation of this sprinkler system to assure that the plans and all code requirements are adhered to. Signed by: Jason Kahan Stamped Seal: Date: 2/18/2014 rFIRE OFON M.C.AHAN 0-14ROTECTION 0 0 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8a' edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: North Parish Church Date: February 18, 2014 Property Address: 190 Academy Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: x New construction Existing Construction Proiect description: Renovation to religious education wing and two-story addition with elevator. I, Philip G. Christiansen, MA Registration Number: 28895 Expiration date: 6/30/2014, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningi: Entire Project Architectural Structural Mechanical Fire, Prote:rtinn Electrical X Other: Civil for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a "wet" or M W electronic signature and seal: � Q. Phone number: 978-373-0310 Email: phil(i�csi-engr Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. Trial Version 10 09 2012 LYNCO FIRE PROTECTION INC. CONTRACTORS - ENGINEERS - INSTALLATION SALES - REPAIRS - INSPECTIONS 19 GRANT AVENUE, BURLINGTON, MA 01803 TEL. ( 781) 221- 0111 FAX. ( 781)229 - 8323 Hydraulic Calculations N. Parish Church Addition 190 Academy Road N. Andover, MA January 24th 2014 t1 OF Mass cy 9 o JASON M.C. G g KAHAN a � FIRE PROTECTION Hydraulic Summary ^� Job Number: NPARCHURCH2 Rennrt Desrrintinn. nrdinnry Grnun II Job Job Number Design Engineer NPARCHURCH2 Jason Kahan Job Name: North Parish Church Addittion State Certification/License Num ber Address 1 190 Academy Road AHJ Address 2 Job SitelBuilding N. Andover, MA Address 3 Drawing Name N. Parish Church System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K -Factor 24.00 at 18.367 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.200gpm/ft2 1500.00ft2 (Actual 1915.35ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 17 120.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 449.20 699.20 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 22.32 between nodes 321 and 105 Maximum Velocity Under Ground 4.48 between nodes 1 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 406.88gal 75.72gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required=!(Psi) ty Margin Node ( m si (psi)m00 (psi)m si 1 250.00 65.000 63.000 1350. 64.408 699.20 55.013 9.395 Contractor Confiacmr Number S :004508 Contact Name Steve Reale Contact Title Designer Nam; of Contractor: Phone Extension Lynco Fire Protection 781-221-0111 17 Address 7 19 Grant Ave FAX 781-229-8323 Address 2 Email sreale@lyncofp.com Address 3 Burlington, MA 01803 --- Web-Site & © M.E.P.CAD, Inc. AjjjAutoSPRlNK@ VR8 v8.1.11 01/27/2014 12:44:34PM Page 1 Summary Of Outflowing, ;Vices Job Number: NPARCHURCH2 LLllld Report Description: Ordinary GrouD II Device Actual Flow m Minimum Flow m K -Factor K(psi) Pressure 4J Sprinkler 101 24.00 24.00 5.6 18.367 Sprinkler 102 24.52 24.00 5.6 19.174 Sprinkler 103 26.35 24.00 5.6 22.139 Sprinkler 104 24.64 24.00 5.6 19.361 Sprinkler 105 28.73 24.00 5.6 26.315 Sprinkler 106 24.81 24.00 5.6 19.636 Sprinkler 107 25.72 24.00 5.6 21.088 Sprinkler 108 26.27 24.00 5.6 22.004 Sprinkler 109 25.73 24.00 5.6 21.110 Sprinkler 110 26.28 24.00 5.6 22.027 Sprinkler 111 25.78 24.00 5.6 21.190 Sprinkler 112 26.33 24.00 5.6 22.111 Sprinkler 113 25.88 24.00 5.6 21.361 Sprinkler 114 26.44 24.00 5.6 22.288 Sprinkler 115 25.89 24.00 5.6 21.366 Sprinkler 116 30.52 24.00 5.6 29.696 Sprinkler 117 31.32 24.00 5.6 31.285 Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. 4:11 AutoSPRINK® VR8 v8.1.11 01/27/2014 12:44:38PM Page 2 Hydraulic Analysis 0 Job Number: NPARCHURCH2 Renort Descriotion: Ordinary Groun II P6 e T e Diameter Flow VelocityHWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary 40.4... Route 1..... BL 1.3800 24.00 5.15 100 0.067192 12'-C Pf 0.806 101 102 0'-0 0'-0 24.00 5.6 18.367 19.174 Sprinkler 12'-C Pe Pv BL 1.3800 48.52 10.41 100 0.247115 12'-C Pf 2.965 102 103 0'-0 0'-0 24.52 5.6 19.174 22.139 Sprinkler 12'-C Pe Pv BL 1.3800 74.87 16.06 100 0.551316 10'-6'/ Pf 8.160 103 332 0'-0 0'-0 26.35 5.6 22.139 30.299 Sprinkler, PO(4'-3'/4) 4'-3'/ 14'-9'/ Pe Pv FR 3.2600 313.81 12.06 120 0.084748 2'-8'/ Pf 1.937 332 331 0'-0 0'-0 208.43 30.299 32.236 Flow (q) from Route 4 T(20'-2) 20'-2 22'-10'/ Pe Pv FR 3.2600 449.20 17.27 120 0.164553 42'-2 Pf 11.583 331 328 0'-0 0'-0 135.39 32.236 43.820 Flow (q) from Route 2 3E(9'-5) 28'-2'/ 70'-4'/ Pe Pv FR 4.0260 449.20 11.32 120 0.058876 6'-0 Pf 3.886 328 324 0'-0 -6'-0 43.820 50.307 f, DPV(28'-0), BV(12'-0), T(20'-) 60'-0 66'-0 Pe Pv 2.601 FM 4.2600 449.20 10.11 120 0.044715 6- Pf 0.823 324 3 -6'-0 -6'-0 50.307 51.130 BFP, E(13'-2) 13'-2 18'-5 Pe Pv UG 6.4000 449.20 4.48 140 0.004632 6 5'- 4 114 Pf 0.415 3 1 -6'-0 -14'-0 51.130 55.013 Supply, E(24'-2%), S 24'-2'/ 89W Pe Pv 3.468 250.00 Hose Allowance At Source 1 699.20 a&••••• Route 2••••• BL 1.3800 24.64 5.29 100 0.070548 12'-9'/ Pf 1.052 104 319 0'-0 0'-0 24.64 5.6 19.361 20.413 Sprinkler, E(2'-1'/) 2'-13/ 14'-11 Pe Pv BL 1.3800 49.46 10.61 100 0.255990 5'-7'/ Pf 1.434 319 320 0'-0 0'-0 24.81 20.413 21.847 Flow (q) from Route 3 5'-7'/ Pe Pv BL_ _ 1.3800 75.34 16.16 100 0.557740 8'- Pf 4.468 320 105 0'-0 0'-0 25.89 21.847 26.315 Flow (q) from Route 8 8'- Pe Pv BL 1.3800 104.07 22.32 100 1.013817 V-01/ Pf 5.394 105 321 0'-0 0'-0 28.73 5.6 26.315 31.709 _ Sprinkler, PO(4'-3'/4) 4'-31/ 5'-33/ Pe Pv FR 3.2600 104.07 4.00 120 0.010998 13'-9'/ Pf 0.151 321 308 0'-0 0'-0 31.709 31.860 1 13'-9'/ Pe Pv FR 3.2600 135.39 5.20 120 0.017894 11'-7'/ Pf 0.376 308 331 0'-0 0'-0 31.860 32.236 E(9'-5) 9'- 21'- Pe Pv a••••• Route 3••••• BL 1.3800 24.81 5.32 100 0.071473 6'-7'/ Pf 0.778 106 319 0'-0 0'-0 24.81 5.6 19.636 20.413 Sprinkler, T(4'-3'/4) 4'-3'/ 10'-10'/ Pe Pv Go ..... Route 4••••• BL 1.3800 25.72 5.52 100 0.076350 12'- Pf 0.916 107 108 0'-0 0'-0 25.72 5.6 21.088 22.004 Sprinkler 12'-C Pe Pv BL 1.3800 51.99 11.15 100 0.280739 22'-61/4 Pf 7.524 108 337 0'-0 0'-0 26.27 5.6 22.004 29.528 Sprinkler, PO(4'-3'/4) 4'-31/ 26-91% Pe Pv FR 3.2600 51.99 2.00 120 0.003045 101- Pf 0.030 337 336 0'-0 0'-0 29.528 29.559 10'-0 Pe Pv FR 3.2600_ 104.00 4.00 120 0.010984 101- Pf 0.110 336 334 0'-0 0'-0 52.01 29.559 29.669 Flow (q) from Route 5 1 0'-C Pe Pv FR 3.2600 156.11 6.00 120 0.023287 1 0'-C Pf 0.233 334 333 0'-0 0'-0 52.11 29.669 29.901 Flow (q) from Route 6 1 0'-C Pe Pv FR 3.2600 208.43 8.01 120 0.039751 1 0'-C Pf 0.398 333 332 0'-0 0'-0 52.32 29.901 30.299 Flow (q) from Route 7 1 0,-q Pe Pv �••••• Route 5••••• & © M. E. P. CAD, Inc. Cjlj AutoSPRINKO VR8 v8.1.11 01/27/2014 12:44:41 PM Page 3 §jjHydraulic Analysis Job Number: NPARCHURCH2 Renort Descrintinn• nrdinnry C mim II Pi e Type Diameter Flow e ocity HWC Job Number: NPARCHURCH2 Renort Descrintinn• nrdinnry C mim II Pi e Type Diameter Flow e ocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.3800 25.73 5.52 100 0.076424 12'-0 Pf 0.917 109 110 0'-0 0'-0 25.73 5.6 21.110 22.027 Sprinkler 12'-0 Pe Pv BL 1.3800 52.01 11.16 100 0.281012 22'-6'/ Pf 7.531 110 336 0'-0 0'-0 26.28 5.6 22.027 29.559 Sprinkler, PO(4'-3%) 4'-3'/ 26'-9'/ Pe Pv g•••••Route 6••••• BL 1.3800 25.78 5.53 100 0.076693 12'- Pf 0.920 111 112 0'-0 0'-0 25.78 5.6 21.190 22.111 Sprinkler 12'- Pe Pv BL 1.3800 52.11 11.18 100 0.281998 22'-6'/ Pf 7.559-- 112 334 0'-0 0'-0 26.33 5.6 22.111 29.669 Sprinkler, PO(4'-3%) 4'-31/ 26-9'/ Pe Pv o•••••Route 7••••• BL 1.3800 25.88 5.55 100 0.077262 12'- Pf 0.927 113 114 0'-0 0'-0 25.88 5.6 21.361 22.288 Sprinkler 12'- Pe Pv BL 1.3800 52.32 11.22 100 0.284087 22'-6'/ Pf 7.614 114 333 0'-0 0'-0 26.44 5.6 22.288 29.901 Sprinkler, PO(4'-3%) 4'-3'/ 26'-9'/ Pe Pv w•••••Route 8••••• BL 1.3800 25.89 5.55 100 0.077281 1'-11'/ Pf 0.481 115 320 0'-0 0'-0 25.89 5.6 21.366 21.847 Sprinkler, T(4'-3'/<) 4'-3'/ 6'-2'/ Pe Pv +a•••••Route 9••••• BL 1.3800 30.52 6.55 100 0.104790 1'-5' Pf 0.603 116 332 0'-0 0'-0 30.52 5.6 29.696 30.299 Sprinkler, PO(4'-3%) 4'-3'/ 5'- Pe Pv -m•••••Route 10••••• BL 1.3800 31.32 6.72 100 0.109966 0'-11'/ Pf 0.576 117 308 0'-0 0'-0 31.32 5.6 31.285 31.860 Sprinkler, PO(4'-3'/a) 4'-3'/ Pe 5-2'/ Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 & © M. E. P. CAD, Inc. `J'jAutoSPRINK@ VR8 v8.1.11 01/27/2014 12:44:41PM Page Hydraulic Analysis 7_ 0 Job Number: NPARCHURCH2 [4, U M.E.F'.GAU, Inc. ,.Il AutoSPRINK® VR8 v8.1.11 01/27/2014 12:44:41 PM Page 5 meporr uescription: vrainary group u Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig PIP Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11'/4 Elbow Ee2 22Y2* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [4, U M.E.F'.GAU, Inc. ,.Il AutoSPRINK® VR8 v8.1.11 01/27/2014 12:44:41 PM Page 5 Hydraulic Graph 0 Job Number: NPARCHURCH2 Rannrt r)ascrinfinrc Orrlinnn, r;rnun II r r Supply at Node 1 100- 00908070Static go--- 80- 70- -Static Pressure 65.000 1350.00 63.000 60- 9,20 @ 55.013 a 699.20 with hose streams 50 V) R o_ 40- 30 System demand curve 20- 0100 10-- 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 65.000 Residual: Pressure Test Conducted By Test Witnessed By 63.000 @ 1350.00 Lvnco Fire Protection N. Andover DPW Avail able Pressure at Time of Test Date of Test Time of Test 64.408 @ 699.20 12/6/14 10 am System Demand toeacon 55.013 @ 449.20 Academy Road & Great Pond Road System Demand (Including Hose Allowance at Source) 55.013 @ 699.20 (M @ M.E.P.CAD, Inc. �-ffl AutoSPRINK@ VR8 v8.1.11 01/27/2014 12:44:44PM Page 6 Hydraulic Graph aJob Number: NPARCHURCH2 ReDort Description: Ordinary Grouo II & @ M.E.P.CAD, Inc. E 11 AutoSPRINKO VR8 v8.1.11 01/27/2014 12:44:44PM Page 7 BOR 100 90 80 70 Static Pressure 65.000 1350.00 Q 63.000 60 N n 50 a- 40--- 403020 30- 20 10 0 Istem demand curve 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A ResidualPressure N/A Available Pressure at Time of Test N/A System Demand 0.000 @ 0.00 System Demand (Including Hose Allowance at Source) 0.000 @ N/A & @ M.E.P.CAD, Inc. E 11 AutoSPRINKO VR8 v8.1.11 01/27/2014 12:44:44PM Page 7 8� Hydraulic Summary Job Number: NPARCHURCH2 Renort Descrintion- Liaht Hazard Job - Job Number Design Engineer NPARCHURCH2 Jason Kahan Job Name: No Parish Church Addittion State Certification/License Number Address 1 190 Academy Road AHJ Address 2 Job SitelBuilding N. Andover, MA Address 3 Drawing Name N. Parish Church System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K -Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area of Application 100.00 0.100gpirni 900.00ft2 (Actual 956.71ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 11 120.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Allowance) 183.68 283.68 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.08 between nodes 167 and 154 Maximum Velocity Under Ground 1.83 between nodes 1 and 3 Volume capacity of Wet Pipes Volume capaaty of Dry Pipes 406.88gal 75.72gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m (psi)(psi)m(psi) m(psi) (psi) 1 100.00 65.000 63.000 1 1350.00 1 64.888 283.68 37.920 26.968 Contractor Contractor Number SCO04508 Contact Name Steve Reale Contact Title Designer Name of Contractor: Phone Exlenaion Lynco Fire Protection 781-221-0111 17 Address 1 FAX 19 Grant Ave 781-229-8323 Address 2 E-mail sreale@lyncofp.com Address 3 Burlington, MA 01803 Web -Site & 0 M.E.P.CAD, Inc. ul AutoSPRINK(B VR8 v8.1.11 01/27/2014 12:45:36PM Page 1 IIsummaryN 1 Of Outflowing, vices 0 Job Number: NPARCHURCH2 Reoort Description: Liaht Hazard • Device Actual Flow m Minimum Flow m K -Factor K(psi) Pressure Sprinkler 201 14.82 12.00 5.6 7.000 Sprinkler 202 15.10 12.00 5.6 7.268 Sprinkler 203 15.32 12.00 5.6 7.484 Sprinkler 204 15.77 12.00 5.6 7.929 Sprinkler 205 16.53 12.00 5.6 8.708 Sprinkler 206 17.09 12.00 5.6 9.317 Sprinkler 207 17.26 12.00 5.6 9.496 Sprinkler 208 17.39 12.00 5.6 9.646 Sprinkler 209 17.93 12.00 5.6 10.255 Sprinkler 210 18.23 12.00 5.6 10.602 Sprinkler 211 18.25 12.00 5.6 10.617 b Most Demanding Sprinkler Data & © M. E. P. CAD, Inc. x;11AutoSPRI NK® VR8 v8.1.11 01/27/2014 12:45:38PM Page 2 8� Hydraulic Analysis Job Number: NPARCHURCH2 Report Description: Liqht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary e••••• Route 1 ••••• DR 1.0490 14.82 5.50 120 0.074703 11'-0'/ Pf 1.125 201 99 20'-0'/4 20'-4'/4 14.82 5.6 7.000 7.981 Sprinkler, 2E(2'-0) 4'- 15'-0'/ Pe Pv -0.145 BL 1.0490 30.14 11.19 120 0.277843 8'- Pf 2.223 99 128 20'-4'/4 20'-4'/4 15.32 7.981 10.204 Flow (q) from Route 3 8'- Pe Pv BL 1.3800 47.39 10.17 120 0.168856 V-5'/ Pf 0.243 128 132 20'-4'/4 20'-4'/4 17.26 10.204 10.447 Flow (q) from Route 7 V-5'/ Pe Pv BL 1.6100 64.79 10.21 120 0.142117 7'-5'/ Pf 1.056 132 154 20'-4,1'/4 2'/4 17.39 10.447 11.503 Flow (q) from Route 8 7'-5'/ Pe Pv BL 1.6100 83.02 13.08 120 0.224850 3'-4'/ Pf 2.552 154 167 20'-4'/4 20'-4'/4 18.23 11.503 14.055 Flow (q) from Route 10 PO(8'-0) 8' 11'-4'/ Pe Pv CM 2.6350 150.07 8.83 120 0.061034 14'-21/ Pf 0.866 167 164 20'-4'/4 20'-4'/4 67.05 14.055 14.921 Flow (q) from Route 2 14'-21? Pe Pv CM 2.6350 183.68 10.81 120 0.088712 23'48 Pf 5.753 164 190 20'-4'/4 20'-4'/4 33.62 14.921 20.674 Flow (q) from Route 5 2T(16'-5'/4), E(8'-2'/) 41'-21/ 64'-10% Pe Pv CM 4.2600 183.68 4.13 120 0.008550 48'-7' Pf 1.542 190 343 20'-4'/4 0'-4'/4 20.674 30.886 10E(13'-2) 131'4 180'- Pe Pv 8.671 FR 4.0260 183.68 4.63 120 0.011258 5'-1 Pf 0.561 343 339 0'-4'/4 -6-0 30.886 34.204 f, CV(22'-0), BV(12'-0), E(10'-0 44'- 49'-1 Pe Pv 2.756 FM 4.2600 183.68 4.13 120 0.008550 6'-63/ Pf 0.169 339 3 -6'-0 -6-0 34.204 34.372 BFP, E(13'-2) 13'- 19'-8' Pe Pv UG 6.4000 183.68 1.83 140 0.000886 65'-43/ Pf 0.079 3 1 -6'-0 -14'-0 34.372 37.920 Supply, E(24'-2'/4), S 24'-21 891- Pe Pv 3.468 100.00 Hose Allowance At Source 1 283.68 v••••• Route 2••••• DR 1.0490 15.10 5.60 120 0.077343 12'-4 Pf 1.109 202 120 20'-0'% 20'-4'/4 15.10 5.6 7.268 8.232 _ Sprinkler, E(2'-0) 2'-0 14'-4 Pe Pv -0.145 BL 1.0490 30.87 11.46 120 0.290410 12'-0 Pf 3.485 120 142 20'-4'/4 20'-4'/4 15.77 8.232 11.717 Flow (q) from Route 4 12'-0 Pe Pv BL 1.3800 49.11 10.53 120 0.180364 0'4 Pf 0.060 142 145 20'-4'/4 20'-4'/4 11.717 11.777 0'-4 Pe Pv BL 1.6100 67.05 10.57 120 0.151427 5'-10'/ Pf 2.103 145 169 20'-4'/4 20'-4'/4 17.93 11.777 13.880 Flow (q) from Route 9 PO(8'-0) 8' 13'-10'/ Pe Pv CM 2.6350 67.05 3.94 120 0.013748 12'-8' Pf 0.175 169 167 20'-4'/4 20'-4'/4 13.880 14.055 12'-8'/ Pe Pv w••••• Route 3••••• DR 1.0490 15.32 5.69 120 0.079474 1'-0'/ Pf 0.641 203 99 20'-0% 20'-4'/4 15.32 5.6 7.484 7.981 Sprinkler, E(2'-0), T(5'-0) 7'- 8'-0'/ Pe Pv 0.145 �••••• Route 4••••• DR 1.0490 15.77 5.85 120 0.083832 0' Pf 0.447 204 120 20'-0'% 20'-4'/4 15.77 5.6 7.929 8.232 Sprinkler, T(5'-0) 5'-0 5'-4 Pe Pv -0.145 wo••••• Route 5••••• DR _ 1.0490 16.53 6.13 120 0.091425 10'4 Pf 1.128 205 98 20'-0% 20'-4'/4 16.53 5.6 8.708 9.691 Sprinkler, E(2'-0) 2'-0 12' Pe Pv -0.145 BL 1.0490 33.62 12.48 120 0.340135 10'-0 Pf 3.401 98 139 20'-4'/4 20'-4'/4 17.09 9.691 13.093 Flow (q) from Route 6 101- Pe Pv BL 1.3800 33.62 7.21 120 0.089457 4'-10'/ Pf 0.972 139 153 20'-4'/4 20'-4'/4 13.093 14.065 T(6'-0) 6'- 10'-10'/ Pe Pv & U M.E.P.CAD, Inc. NCjjAutoSPRINKO VR8 v8.1.11 01/27/2014 12:45:41 PM Page 3 111 Hydraulic Analysis -:J Job Number: NPARCHURCH2 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6100 33.62 5.30 120 0.042227 8'-3% Pf 0.856 153 164 20'-4'/4 20'-4'/4 14.065 14.921 E(4'-0), PO(8'-0) 12'-0 20'-3'/ Pe Pv a*••••• Route 6..... DR 1.0490 17.09 6.35 120 0.097319 0'- 0.519 206 98 20'-0'/a 20'-4'/4 17.09 5.6 9.317 9.691 Sprinkler, T(5'-0) 5'- 5'- -0.145 Pvf -••••• Route 7••••- DR 1.0490 17.26 6.41 120 0.099049 V-7'/Pf 0.852 207 128 20'-0% 20'-4'/4 17.26 5.6 9.496 10.204 Sprinkler, E(2'-0), T(5'-0) 7'- 8'-7'/ Pe -0.145 Pv 4*••.•• Route 8••••• DR 1.0490 17.39 6.46 120 0.100494 2'-4'/ Pf 0.945 208 132 20'-0'% 20'-4'/4 17.39 5.6 9.646 10.447 Sprinkler, E(2'-0), T(5'-0) T-0 9'-4'/ Pe -0.145 Pv Go ..... Route 9••••• AO 1.0490 17.93 6.66 120 0.106354 6'-8 Pf 1.666 209 145 20'-0'% 20'-4'/4 17.93 5.6 10.255 11.777 Sprinkler, 2E(2'-0), T(5'-0) 9'- 15'- Pe -0.145 Pv �••••• Route 10••••• DR 1.0490 18.23 6.77 120 0.109673 2'-6'/ Pf 1.045 210 154 20'-0% 20'-4'/4 18.23 5.6 10.602 11.503 Sprinkler, E(2'-0), T(5'-0) 7'- 9'-6'/ Pe -0.145 Pv a••••• Route 11••••• DR 1.0490 18.25 6.77 120 0.109818 4'- Pf 1.245 211 142 20'-0'/4 20'-4'/4 18.25 5.6 10.617 11.717 Sprinkler, E(2' -O), T(5'-0) 7'- 11'- Pe -0.145 Pv Equivalent Pipe Lengths of Valves and Fitting -s --(C=1 20 only) Actual Inside Diameter 4 87 Schedule 40 Steel Pipe InsideDiameter Factor Multiplier tValue f C 100 ing Factor 0.713 130 140 150 1.16 1.33 1.51 & © M.E.P.CAD, Inc. Vel AutoSPRINK® VR8 v8.1.11 01/27/2014 12:45:41 PM Page 4 Hydraulic Analysis Job Number: NPARCHURCH2 Report Description: Light Hazard Pi e Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11% Elbow Ee2 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & V M.E.P.CAD, Inc. fflAutoSPRINK®VR8v8.1.11 01/27/2014 12:45:41PM Page 5 8� Hydraulic Graph Job Number: NPARCHURCH2 Report Description: Liaht Hazard Supply at Node 1 100- 00908070Static go--- 80- 70- -Static Pressure 65.000 1350.00 0 63.000 60 N d 50 N d 40 183.68 @ 37.920 283.68 with hose streams 30 System demand curve 20 10- 0IIII J- 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 65.000 Residual: Pressure Test Conducted By Test Witnessed By 63.000 @ 1350.00 Lvnco Fire Protection N. Andover DPW Available Pressure at Tlme of Test Date of Test Time of Test 64.888 @ 283.68 12/6/14 10 am System Demand Location 37.920 @ 183.68 Academy Road & Great Pond Road System Demand (Including Hose AJI—nce at Source) 37.920 @ 283.68 k, @ M.E.P.CAD, Inc. 6lj AutoSPRINK® VR8 v8.1.11 01/27/2014 12:45:43PM Page 6 8� Hydraulic Graph QJob Number: NPARCHURCH2 Rpnnrt nescrintinrr I inht Hn7nrrl BOR 100- 00g070 go - 70 Static Pressure 65.000 1350.00 0 63.000 60 50 in B o_ 03020 40- 30--- 20 10 PSyste i demand curve 0 0.100 0.000 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm HydraulicGraph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Tlme of Test N/A System Oemand 0.000 @ 0.00 System [Demand (Including Hose A mance at Source) 0.000 @ N/A [M U M.t.P.GAD, Inc. �-Ij AutoSPRINKO VR8 v8.1.11 01/27/2014 12:45:43PM Page 7 1 Hydraulic Summary ::J Job Number: NPARCHURCH2 Reonrt r)escrintinrr I inht HA7nrrl Job ' Job Number Design Engineer NPARCHURCH2 Jason Kahan Job Name: North Parish Church Addittion State CertificalionlLicense Number Address 1 190 Academy Road AHJ Address 2 Job Site/Building Id Andover, MA Add— 3 Drawing Name N. Parish Church System Remote Area(s) Most De' ending Sprinkler Data Occupancy Job Suffix 5.6 K -Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area of Application 100.00 0.100gpm/ft2 1950.00ft2 (Actual 2101.79ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 25 120.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required (including Hose Allowance) 435.39 535.39 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.74 between nodes 59 and 55 Maximum Velocity Under Gmund 4.34 between nodes 1 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 406.88gal 75.72gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m psi (psi) m (psi)m si(psi) 1 100.00 65.000 63.000 1350.00 64.639 535.39 50.110 14.529 Contractor Contractor Number S'004508 Contact Name Steve Reale Contact Title Designer Name of Contractor: Ph...Extension Lynco Fire Protection 781-221-0111 17 Address 1 FAX 19 Grant Ave 781-229-8323 Address 2 E-mail Atldress 7 - — -- sreale@lyncofp.com Burlington, MA 01803 Web -Site /& @ M. E. P. CAD, Inc. U,11 AutoS PR I N K@ VR8 v8.1.11 01/27/2014 12:46:17PM Page 1 IIsummaryN Of Outflowing; vices O Job Number: NPARCHURCH2 Report Description: Light Hazard Device Actual Flow m Minimum Flow m K -Factor K(psi) Pressure cJ Sprinkler 301 14.82 12.00 5.6 7.000 Sprinkler 302 16.27 12.00 5.6 8.439 Sprinkler 303 17.92 12.00 5.6 10.245 Sprinkler 304 15.34 12.00 5.6 7.503 Sprinkler 305 16.25 12.00 5.6 8.415 Sprinkler 306 17.64 12.00 5.6 9.920 Sprinkler Sprinkler 307 309 15.40 16.24 12.00 12.00 5.6 5.6 7.558 8.409 Sprinkler 310 17.64 12.00 5.6 9.917 Sprinkler 311 15.41 12.00 5.6 7.576 Sprinkler 312 16.26 12.00 5.6 8.429 Sprinkler 313 17.65 12.00 5.6 9.938 Sprinkler 314 17.13 12.00 5.6 9.362 Sprinkler Sprinkler 315 316 19.28 17.14 12.00 12.00 5.6 5.6 11.850 9.373 Sprinkler 317 18.32 12.00 5.6 10.697 Sprinkler 318 17.28 12.00 5.6 9.527 Sprinkler 322 18.26 12.00 5.6 10.628 Sprinkler 323 17.62 12.00 5.6 9.901 Sprinkler 325 18.05 12.00 5.6 10.394 Sprinkler 326 18.97 12.00 5.6 11.471 Sprinkler 327 18.61 12.00 5.6 _ 11.039 Sprinkler 329 18.72 12.00 5.6 11.172 Sprinkler 330 19.52 12.00 5.6 12.151 Sprinkler 335 19.66 12.00 5.6 12.330 Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. 011 AutoSPRINK® VR8 v8.1.11 01/27/2014 12:46:19PM Page 2 8� Hydraulic Analysis QJob Number: NPARCHURCH2 Report Description: Liaht Hazard Pipe Type Diameter Flow Velocity HW_C Friction Loss ILength Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Len th Summary e ..... Route 1 ..... BL 1.3800 14.82 3.18 120 0.019647 10'-7''/ Pf 0.208 301 302 364'/4 33'-6'/4 14.82 5.6 7.000 8.439 Sprinkler 10'-7'/ Pe Pv 1.230 BL 1.3800 31.08 6.67 120 0.077381 9'-4 Pf 0.723 302 303 33'-6'/4 31'-0'/4 16.27 5.6 8.439 10.245 Sprinkler 9'-4 Pe Pv 1.084 BL 1.3800 49.01 10.51 120 0.179657 V-1 Pf 0.733 303 37 31'-0% 30'-8'/ 17.92 5.6 10.245 11.103 Sprinkler, E(3'-0) S-0 4'-1 Pe Pv 0.125 RN 1.6100 49.01 7.72 120 0.084804 0'-4' Pf 0.712 37 36 30'-8'/ 30'-4'/4 11.103 11.979 PO(8'-0) 8' 8'-4'/ Pe Pv 0.164 CM 3.2600 178.97 6.88 120 0.029988 12'-0 Pf 0.360 36 45 30'-4'/4 30'-4'/4 129.96 11.979 12.339 Flow (q) from Route 2 12'-0 Pe Pv CM 3.2600 178.97 6.88 120 0.029988 12'-0 Pf 0.360 45 62 30'-4'/4 30'-4'/4 12.339 12.699 12'-0 Pe Pv CM 3.2600 178.97 6.88 120 0.029988 12' Pf 0.360 62 74 30'-4'/4 30'-4'/4 12.699 13.058 12'-0 Pe Pv CM 3.2600 178.97 6.88 120 0.029988 63'-0'/ Pf 3.058 74 55 30'-4'/4 30'-4'/, 13.058 16.117 2E(9'-5), T(20'-2) 38'-11'/ 101'-11'/ Pe Pv CM 3.2600 435.39 16.74 120 0.155312 1'-03/ Pf 1.626 55 59 30'-4'/4 30'-4'/4 256.41 16.117 17.743 Flow (q) from Route 3 E(9'-5) 9'- 10'-5'/ Pe Pv CM 4.2600 435.39 9.80 120 0.042204 58'-73/ Pf 9.144 59 343 30'4'/4 0'-4'/4 17.743 39.892 12E(13'-2) 158'- 216- Pe Pv 13.006 FR 4.0260 435.39 10.97 120 0.055570 5'-1 Pf 2.769 343 339 0'-4'/4 -6'-0 39.892 45.417 f, CV(22'-0), BV(12'-0), E(10'-0 44'- 49'-1 Pe Pv 2.756 FM 4.2600 435.39 9.80 120 0.042204 6'-6' Pf 0.833 339 3 -6'-0 -6-0 45.417 46.250 BFP, E(13'-2) 13'- 19'-8' Pe Pv UG 6.4000 435.39 4.34 140 0.004371 65'-4' Pf 0.392 3 1 -6-0 -14'-0 46.250 50.110 Supply, E(24'-2'/4), S 24'-2'/ 89'- Pe Pv 3.468 100.00 Hose Allowance At Source 1 535.39 a•••44Route 2••••• BL 1.3800 15.34 3.29 120 0.020949 10'-6'/ Pf 0.347 304 305 34'-0'/4 32'-8'/ 15.34 5.6 7.503 8.415 Sprinkler, 2E(3'-0) 6'- 16'-6' Pe Pv 0.566 BL 1.3800 31.58 6.77 120 0.079700 10'-1'/ Pf 0.808 305 306 32'-8'/4 31'-1'/4 16.25 5.6 8.415 9.920 Sprinkler 10'-1'/ Pe Pv 0.697 BL 1.3800 49.22 10.56 120 0.181109 2'-1'/ Pf 0.568 306 12 31'-1% 30'-9'/4 17.64 5.6 9.920 10.635 Sprinkler, EE(1'-0) 1'- 3'-1'/ Pe Pv 0.147 SP 1.6100 49.22 7.76 120 0.085489 0'- Pf 0.720 12 11 30'-9'/4 30'-4'/4 10.635 11.535 PO(8'-0) 8'- 8'- Pe Pv 0.181 CM 3.2600 57.18 2.20 120 0.003633 12'- Pf 0.044 11 13 30'-4'/4 30'-4'/4 11.535 11.579 12'- Pe Pv CM 3.2600 75.79 2.91 120 0.006117 11'-11/ Pf 0.125 13 19 30'-4'/4 30'-4'/4 18.61 11.579 11.704 Flow (q) from Route 10 E(9'-5) 9'- 20'- Pe Pv CM 3.2600 94.51 3.63 120 0.009202 8'-2' Pf Pe Pv 0.076 _ 19 30'-4'/4 18.72 11.704 Flow (q) from Route 11 25 30'-4'/4 11.780 CM 3.2600 129.96 5.00 120 0.016591 --8'-2'4 12'-0 Pf 0.199 25 36 30'-4'/4 30'-4'/4 35.46 11.780 11.979 Flow (q) from Route 6 12'- Pe Pv w•••••Route 3..... BL 1.3800 15.40 3.30 120 0.02109110'-6 '/ Pf 0.286 307 309 34'-0% 32'-8'/4 15.40 5.6 7.558 8.409 Sprinkler, E(3'-0) 3'- 13'-6'/ Pe Pv 0.566 & © M. E. P. CAD, Inc. "11 AutoSPRI NKO VR8 v8.1.11 01/2712014 12:46:21 PM Page 3 8� Hydraulic Analysis O Job Number: NPARCHURCH2 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.3800 31.63 6.79 120 0.079936 10'-1'/ Pf 0.811 309 310 32'-8'/4 31'-1'/4 16.24 5.6 8.409 9.917 Sprinkler 10'- 1 '14 Pe Pv 0.697 BL 1.3800 49.27 10.57 120 0.181433 2'-1'/ Pf 0.569 310 10 31'-1'/4 30'-9'/4 17.64 5.6 9.917 10.633 Sprinkler, EE(1'-0) 1'- 3'-1'/ Pe Pv 0.147 SP 1.6100 49.27 7.76 120 0.085642 0'- Pf 0.721 10 9 30'-9'/4 30'-4'/4 10.633 11.534 PO(8'-0) 8'- 8' Pe Pv 0.181 CM 3.2600 41.31 1.59 120 0.001991 12'-0 Pf 0.024 9 7 30'-4% 30'-4'/4 11.534 11.558 12'-0 Pe Pv CM 3.2600 90.64 3.48 120 0.008517 12'-0 Pf 0.102 7 5 30'-4'/4 30'-4'/4 49.33 11.558 11.660 Flow (q) from Route 4 12'-0 Pe Pv CM 3.2600 126.18 4.85 120 0.015707 25-1 W, Pf 0.617 5 31 30'-4% 30'-4% 35.54 11.660 12.277 Flow (q) from Route 7 EE(4'-0'/z), E(9'-5) 13'-5'/ 39'-3'/ Pe Pv CM 3.2600 163.20 6.27 120 0.025282 12'- Pf 0.303 31 35 30'-4'/4 30'-4'/4 37.02 12.277 12.581 Flow (q) from Route 9 12'- Pe Pv CM 3.2600 182.86 7.03 120 0.031204 24'-2' Pf 1.175 35 48 30'-4'/4 30'-4'/4 19.66 12.581 13.756 Flow (q) from Route 13 E(9'-5), EE(4'-0'/2) 13'-5'/ 37'-E Pe Pv CM 3.2600 236.89 9.11 120 0.050374 7'-9'/ Pf 0.866 48 51 30'-4'/4 30'-4'/4 54.03 13.756 14.622 Flow (q) from Route 5 E(9'-5) 9'-E 17'-2'/ Pe Pv CM 3.2600 256.41 9.86 120 0.058321 5'-5'/ Pf 1.495 51 55 30'-4'/4 30'-4'/4 19.52 14.622 16.117 Flow (q) from Route 12 T(20'-2) 20' -Pe 25'-7-1 Pv Q&•••••Route 4••••• BL 1.3800 15.41 3.31 120 0.021140 10'-6' Pf 0.287 311 312 34'-0% 32'-8'/4 15.41 5.6 7.576 8.429 Sprinkler, E(3'-0) 3'- 13'-6' Pe Pv 0.566 BL 1.3800 31.67 6.79 120 0.080113 10'-1' Pf 0.813 312 313 32'-8'/4 31'-1'/4 16.26 5.6 - 8.429 9.938 Sprinkler 10'-1' Pe Pv 0.697 BL 1.3800 49.33 10.58 120 0.181818 2'-1' Pf 0.570 313 8 31'-1'/4 30'-9'/4 17.65 5.6 9.938 10.655 Sprinkler, EE(1'-0) 1'- 3'-1' Pe Pv 0.147 SP 1.6100 49.33 7.77 120 0.085823 0'- Pf 0.722 8 7 30'-9'/4 30'-4'/4 10.655 11.558 PO(8'-0) 8'- 8'- Pe Pv 0.181 a►•••••Route 5••••• BL 1.3800 17.13 3.68 120 0.025709 12'-111/ Pf 0.565 314 41 34'-3'/2 33'-11'/2 17.13 5.6 9.362 10.074 Sprinkler, E(3'-0), T(6'-0) 9'- 21'-11'/ Pe Pv 0.148 BL 1.3800 34.75 7.45 120 7'-0'/ Pf 0.672 41 315 33'-11'/2 31'-5 17.62 10.074 11.850 _0.095130 Flow (q) from Route 8 7'-0'/ Pe Pv 1.105 BL 1.3800 54.03 11.59 120 0.215205 V-91/ Pf 0.594 315 43 31'-5 30'-9'/4 19.28 5.6 11.850 12.720 Sprinkler, EE(1'-0) 1'- 2'-9'/ Pe Pv 0.276 SP 1.6100 54.03 8.52 120 0.101583 0'- Pf 0.855 43 48 30'-9'/4 30'-4'/4 12.720 13.756 PO(8'-0) 8'- 8'- Pe Pv 0.181 v•••••Route 6••••- BL 1.3800 17.14 3.68 120 0.025737 9'-4 Pf 0.240 316 317 33'-6'/4 31'-0% 17.14 5.6 9.373 10.697 Sprinkler 9'-4 Pe Pv 1.084 BL 1.3800 35.46 7.61 120 0.098731 V-1 Pf 0.403 317 26 31'-0'% 30'-8'/4 18.32 5.6 10.697 11.225 Sprinkler, E(3'-0) T-0 4'-1 Pe Pv 0.125 RN 1.6100 35.46 5.59 120 0.046604 0'-4'/ Pf 0.391 26 25 30'-8'/4 30'-4'/4 11.225 11.780 PO(8'-0) 8'-0 8'-4' Pe Pv 0.164 Q•••••Route 7••••• BL 1.3800 17.28 3.71 120 0.026129 12'-63/ Pf 0.485 318 322 32'-6'/2 31'-1'% 17.28 5.6 9.527 10.628 Sprinkler, 2E(3'-0) 6'- 18'-63/ Pe Pv 0.616 BL 1.3800 35.54 7.62 0.099151 2'-1'/ 1'- 3'-1'/ Pf 0.311 Pe 0.147 Pv _ _120 322 31'-1% 18.26 5.6 10.628 Sprinkler, 6 30'-9'/4 11.086 EE(1'-0) LO, 9 M.L.P.UAu, Inc. f?lj AutoSPRINK® VR8 v8.1.11 01/27/2014 12:46:21 PM Page 4 8� Hydraulic Analysis OJob Number: NPARCHURCH2 Report Descriotion: Liaht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream SP 1.6100 35.54 5.60 120 0.046802 0'-5 Pf 0.394 6 5 30'-9'/4 30'-4'/4 11.086 11.660 PO(8'-0) 8'-0 8' Pe Pv 0.181 t+•••••Route 8••••• BL 1.3800 17.62 3.78 120 0.027076 U-11'/ Pf 0.026 323 41 34'-3'/2 33'-11'/2 17.62 5.6 9.901 10.074 Sprinkler 0'-11'/ Pe Pv 0.148 a*•••••Route 9••••• BL 1.0490 18.05 6.70 120 0.107681 10'-0 Pf 1.077 325 326 30'-4'/4 30'-4% 18.05 5.6 10.394 11.471 Sprinkler 10'-0 Pe Pv BL 1.3800 37.02 7.94 120 0.106919 V-6'/ Pf 0.807 326 31 30'-4% 30'-4% 18.97 5.6 11.471 12.277 Sprinkler, PO(6'-0) 6- 7'-61/ Pe Pv Go•••••Route 10••••• BL 1.3800 18.61 3.99 120 0.029942 2'-1'/ Pf 0.094 327 14 31'-1% 30'-91/4 18.61 5.6 11.039 11.279 Sprinkler, EE(1'-0) 1'- 3'-1' Pe Pv 0.147 SP 1.6100 18.61 2.93 120 0.014134 0' Pf 0.119 14 13 30'-9% 30'-4'/4 11.279 11.579 PO(8'-0) 8'- 8'- Pe Pv 0.181 ®•••••Route 11 ••••• BL 1.3800 18.72 4.01 120 0.030276 V-1 Pf 0.124 329 20 31'-0% 30'-8'/4 18.72 5.6 11.172 11.420 Sprinkler, E(3'-0) T -C 4'-1 Pe Pv 0.125 RN 1.6100 18.7_2_ 2.95 120 0.014291 0'-4'/ Pf 0.120 20 19 30'-8% 30'-4% 11.420 11.704 PO(8'-0) 8'-C 8'-4' Pe Pv 0.164 a•••••Route 12••••• BL 1.3800 19.52 4.19 120 0.032722 25'- Pf 0.968 330 52 33'-6'/4 30'-9'/4 19.52 5.6 12.151 14.311 Sprinkler, E(3'-0), EE(1'-0) 4'- 29'- Pe Pv 1.192 SP 1.6100 19.52 3.08 120 0.015446 0'-5 Pf 0.130 52 51 30'-9'/4 30'-4'/4 14.311 14.622 PO(8'-0) 8'-0 8'-5 Pe Pv 0.181 -•••••Route 13••••• BL 1.3800 19.66 4.22 120 0.033170 1'-61/ Pf 0.250 335 35 30'-4'/4 30'-4'/4 19.66 5.6 12.330 12.581 Sprinkler, PO(6'-0) 6'- 7'-6'/ Pe Pv o•••••Route 14••••• CM 3.2600 7.96 0.31 120 0.000095 12'- Pf 0.001 9 11 30'-4'/4 30'-4% 11.534 11.535 12'- Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) r Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 & © M. E. P. CAD, Inc. �,fljAutoSPRI NK® VR8 v8.1.11 01/27/2014 12:46:21PM Page 5 d Hydraulic Analysis Downstream Elevation Dischi Upstream rteport uescription: ugnt mazara Pipe Type Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv nJob Number: NPARCHURCH2 Pt Pn Fittings Units Legend Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe & © M. E. P. CAD, Ina .flSAutoSPRINK@ VR8 v8.1.11 01/2712014 12:46:21PM Page 6 rteport uescription: ugnt mazara Length Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45' Elbow Eel 11%* Elbow Eel 22'/= Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M. E. P. CAD, Ina .flSAutoSPRINK@ VR8 v8.1.11 01/2712014 12:46:21PM Page 6 Hydraulic Graph-` OJob Number: NPARCHURCH2 Reoort Descriotion: Liaht Hazard Supply at Node 1 100 90 80 70 Static Pressure 65.000 1350.00 M 63.000 60 a 50 435.39 @ 50.110 'a a 535.39 with hose streams a 40 demand curve 30- 020100 /system, 20- 10- 0 L.n� 150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 65.000 ----------------------- Residual: Pressure Test Conducted By Test Witnessed By 63.000 @ 1350.00 Lynco Fire Protection N. Andover DPW Available Pressure at Time of Test Date of Test Time of Test 64.639 @ 535.39 12/6/14 10 am System Demand Location 50.110 @ 435.39 Academy Road & Great Pond Road system Demand (Including Hose AJI—nce at Source) 50.110 @ 535.39 & © M.E.P.CAD, Inc. 6411 AutoSPRINKO VR8 v8.1.11 01/27!2014 12:46:24PM Page 7 Y 8jjljHydir'aulic Graph LLLI O Job Number: NPARCHURCH2 Rannrt n,acrrinfinn- 1 inhf 1--M BOR s 100- 008070 80- 70 Static Pressure 65.000 FT 1350.00 0 63.000 60 a 50 to CL 40- 0302010 30--- 20- 10 S stem demand curve 0 00 0.000 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A AvailaNe Pressure at Time of Test N/A System Demand 0.000 @ 0.00 System Demand (Including Hose Allomnce at Source) 0.000 @ N/A & 0 M.E.P.CAD, Inc. �-j AUtoSPRINKO VR8 v8.1.11 01/27/2014 12:46:24PM Page 8 2009 IECC Mb-'Wi ck &6ft#M1M Wniolh U1 Envelope Compliance Certificate Section 1: Project Information Project Type: Addition Project Title: North Parish Church RE Wing Construction Site: Owner/Agent: Designer/Contractor: 190 Academy Road Peter Calkins David Torrey North Andover, MA 01845 North Parish Church Torrey Architecture 190 Academy Road 75 Kneeland Street North Andover, MA 01845 Boston, MA 02111 617-914-2508 617-227-1477 petercalkins@forestcity.net david@torreyarchitecture.com Section 2: General Information Building Location (for weather data): North Andover, Massachusetts Climate Zone: 5a Building Space Conditioning Type(s): Nonresidential Vertical Glazing / Wall Area Pct.: 22% Activity Tvpe(sl Floor Area Religious Education Wing (Religious Building) 3900 Section 3: Requirements Checklist (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements Air Leakage, Component Certification, and Vapor Retarder Requirements: O 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R -values & U -factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Lj 5. 'Other' components have supporting documentation for proposed U -Factors. Lj 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Project Title: North Parish Church RE Wing Report date: 02/13/14 Data filename: \\torreyfp\datMProjectsWCTIVE PROJECTS\1136.10 North Andover, North Parish Parish Hall construction\0 - Climate -Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U -Factor U-Factor(a) Perimeter Floor 1: Slab -On -Grade: Unheated, Horizontal with vertical — 4 ft. 3646 --- 10.0 --- --- Basement Wall 1: Solid Concrete: 10" Thickness, Normal Density, 500 13.0 0.0 0.079 0.108 Furring: Wood, Wall Ht 9.0, Depth B.G. 8.0 Exterior Wall 1: Wood -Framed, 16" o.c. 2968 20.0 0.0 0.064 0.064 Window 1: Wood Frame:Double Pane with Low -E, Clear, SHGC 679 --- --- 0.310 0.350 0.28 Door 1: Wood, Swinging 96 --- --- 0.270 0.700 Roof 1: Attic Roof with Wood Joists 4700 38.0 0.0 0.027 0.027 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements Air Leakage, Component Certification, and Vapor Retarder Requirements: O 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R -values & U -factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Lj 5. 'Other' components have supporting documentation for proposed U -Factors. Lj 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Project Title: North Parish Church RE Wing Report date: 02/13/14 Data filename: \\torreyfp\datMProjectsWCTIVE PROJECTS\1136.10 North Andover, North Parish Parish Hall construction\0 - WINDO-4 OP ID- BS ,4`co�' CERTIFIC. TE OF LIABILITY INSU-, ANCE DATE(M02/114/14/1YYY) 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: 781-665-2775 McLaughlin Insurance Agency 828 Lynn Fells Parkway Fax: 781-665-0295 Melrose, MA 02176rkhar William B. Markhard, CPCU CONTACT NAME: NAME: William B. Markhard CPCU PHONE o El:781-665-2775 AC No: 781-665-0295 ADDRESS: wmarkhard@mclaughlininsurance.com INSURERS) AFFORDING COVERAGE NAIC # 01/01/15 INSURERA:ASSOciated Industries Ins. Co. 23140 DAMAGE TO RENT ccurrence $ 50,00 PREMISES Ea occurrence) INSURED Windover Construction, Inc. Attn: Mr. Paul Bogart 13 Elm Street INSURER B: Commerce Insurance Company 34754 INSURER C: National Union Fire Ins. Co. 19445 INSURER D: Associated International Insur 27189 Manchester, MA 01944 INSURER E: $ INSURER F: AUTOMOBILE X L.L/VGKAUtJ La14111-ICAI I- NIIMKl-W* 01=1/ICIn K1 NIIMRCQ- 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. INSR LTR TYPE OF INSURANCE DDL UBR POLICYNUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Xi OCCUR X ISO Form CG0001 AUTHORIZED REPRESENTATIVE AES1025373 12/07 EDITION 01/01114 01/01/15 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENT ccurrence $ 50,00 PREMISES Ea occurrence) MED EXP (Any one person) $ 10,00 PERSONAL & ADV INJURY $ 1,000,00 X Contractual Liab GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMITAPPLIES PER: POLICY X PRO- LOC jECT PRODUCTS - COMP/OP AGG $ 2,000,00 $ B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS Ix HIRED AUTOS NON -OWNED AUTOS 14MMBGCZJG 01/01/14 01/01/15 Ea aociderq SINGLE LIMIT 1,000,00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident D X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CUBW4269613 01/01/14 01/01/15 EACH OCCURRENCE $ 5,000,00 AGGREGATE $ 5,000,00 DED I X I RETENTION $ 10,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVEWC001652538 /M OFFICEREMBER EXCLUDED? ❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 03/20/13 03/20/14 X WC STATU- H- TORY LIMITS OTER E.L. EACH ACCIDENT $ 500,00 --- - E.L. DISEASE - EA EMPLOYEd $ 500,00 E.L. DISEASE - POLICY LIMIT I $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) North Parish of North Andover 3 Great Pond Road North Andover, MA 01845 NO= rA 912112140 :fel■ tl =1' 1]r.7dtli'%d GT\ NORTH -1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 384 Osgood St ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD q1ze Commonwealth of Massachusetts`' Department of IndustrialAccidents Office of Investigations a I Congress Street, Suite 100 J ` Boston, MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (BusinessiOrganization/Individual): Windover Construction, Inc. Address: 13 Elm Street Manchester, MA 01944 Phone #: 978-526-9410 Are you an employer? Check the appropriate box: 1. K I am a employer with 72 4. ❑■ I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 3. ❑ I am a homeowner doing all work officers have exercised their myself. [No workers' comp. right of exemption per MGL insurance required.] t c. 152, §1(4), and we have no employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. MR Building addition 10.❑ Electrical repairs or additions 11.❑ Plumbing repairs or additions 12. ❑ Roof repairs 13. ❑ Other *Any applicant that checks box #I must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: National Union Fire Ins. Co. Policy # or Self -ins. Lic. #: WC001652538 Job Site Address: 3 Great Pond Road Expiration Date: 03/20/2014 City/State/Zip: Andover, MA 01845 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the,violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th a� alt/es erjury that the information provided above is true and correct. _ 2/11/2014 use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone FEB -14-2014 12:30PM FROM—McLAUGHLIN INSURANCE +781 665 0295 T-295 P.001/001 F-673 CERTIFICATE OF LIABILITY INSURANCE I yA102/14114'•I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL. INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this cortlflcate does not confor rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: 781-665-2775 NAMEA William B. Markhard, CPCU McLaughlin Insurance Agency Fax: 781-665-0295 A/C.NNo. EYt):781665-2775 lA/c Ne):781-665-0295 828 Lynn Fells Parkway E-MAILJ Melrose, MA 02178 ADDRESS:wmarkhard�mclaughlininsarance.com William B. Markhard. CPCU INSURER A ;Associated Industries Ins, Co, 23140 INSURED Windover Construction, Inc. INSURER 9:Comm0rce Insurance Company 34754 Attn: Mr. Paul Bogart INSURERO:National Union Fire Ins. Co. 19445 13 Elm Street Manchester, MA 01944 INSURERD:Assoelated International Insur 27189 INSURER E: INSURER F: r'nVGQAr=GS C'FRTIFV`ATF NI IMRFR- REVISION NUMBER' 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, ILTR TYPE OF INSURANCE POLICY NUMBER IAMfDD III EKP LIMITS MtDNYMI A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FRI OCCUR X ISO Form C00001 AES1025373 12107 EDITION 01101!14 01/01115 EACH OCCURRENCE $ 1.000100 PREMISES Ir arcurcenee), $ 50,00 MED EXP (My oneperson) S 10.00 PERSONAL & ADV INJURY a 1,000,00 X Contractual Liab GENERAL AGGREGATE $ 3•,000,00 GEN'LAGGREGATELIMIT APPLIES PER: POLICY X JECT F1PRO LOC PRODUCTS-COMP/DPAGG $ 2,000,00 S B AUTOMOBILE LIABILITY ANY AUTO ALLOMED X SGIIEDULEO AUTOS AUTOS N014 -OWNED ED X HIREDnUTOS X AUTOS 14MMBGCZJG 01/01/14 01/01115 OM8INED SINGLE LIMIT 1,000,00 Ea aceidenl BODILY INJURY IPerPorwn) 5 BODILY INJURY (Per accident) S PROPERTY DAMA • E Po .—idenl E D X UMBRELLA LIAO EXCESS LIAR X OCCUR CLAIMS -MADE CUBW4269613 01/01/14 01/01/15 EACH OCCURRENCE $ 5,000,00 AGGREGATE $ 5.000,00 DIED I X I RETENTION$ 10,000 S C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY IN ANY PROPRIETOR/PARTNER/EXECUTIVE Y OFFICER/MEMBER EXCLUDED? (Nandalory In NH) If ves, deserroe under DESCRIPTION OF OPERATIONS below NIA WC001652538 03/20113 03/20/14 X WCSTATU• oTH- E,L• EACH ACCIDENT $ 500.00 E.L. DISEASE - EA EMPLOYEE S 500,00 500 00 lo E.L DISEASE - POLICY LIMIT i r DE50RIPTION OF OPERATIONS f LOCATIONS I VEHICLES (Attach ACORD 101, Addlllonal Remarks Schedule, If more space Is required) North Parish of North Andover 3 Great Pond Road North Andover, MA 01845 NORTH -1 Town of North Andover 384 Osgood St North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD X Town of North Andover Building Department 1600 Osgood Street North Andover MA 01845 Tel: 978-688-9545 Fax: 978-688-9542 DEMOLITION OF BUILDING AFFIDAVIT DATE 2/27/201.14 t4o 6 0 14 coc"Ic"I wec n ATED P"? F C14US OWNER'S NAME & ADDRESS 190 Academy Rd. North Andover LOCATION OF PROPERTY TO DEMOLISH 3 Great Pond.Rd. North Andover DESCRIPTION Demolish a portion of existing church WindConst CONTRACTOR'S NAME & ADDRESS over ruction 13 Elm St. Manchester, M.A 01944 DEPT. OF PUBLIC WORKS DEPT OF CONSERVATION-tA 4HISTORIC COMMISSION GAS Af /X ELECTRIC AJ / 4- TELEPHONE A//A- CABLE 9 4 - TAXES POLICE FIRE EXTERMINATOR DEPART W/1 DUMPSTER - ON/OFF STREET DIG SAFE NUMBER Il 10 0 0 sn DATE REC'D Doc,form demolition of building affidavit .1 EALTH DEPT: BLDG. INSPECTOR NORTH ANDOVER OLDE, CENTER 1-11STORIC DISTRIC"T CO-ANTIVIISSION This cCrtillcate o'"pp- k issued t1i 'I ess 1 ll$ Thirty First day 00 . anucary 20 14 to Nordi Parish C hurch for 190 Academy Road M accordance vv i �,-Jfi Cliapter 40C (.A' the General Laws, of the Con-nuotmucalth as a..mended mid the bylaws-z, of the'Nlorth An.dover Of& Center Historic, District Coj:rimission. This Will allow for w:v Elevator and rebuild. the cla. ssrooniis at dl e ChLIFLA-1 NvliLh THE PI-ANNIS,APPROVE"D ill �.�t)' AT THIS MEETING .7 Gjcon4e H- Kathh�oh-f",',�N-,ska Robert Stevens k-1, Martfia Larson, Les,11c Frat5er Harry Aznolall, Richard NM, Grra)i-d