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Miscellaneous - 110 DUNCAN DRIVE 4/30/2018 (2)
Nc BUILDINGB� fILE i �E OtaOx i{y NH ..• G ? S1C1405 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number y� Date /�D THISCERTIFIES) THAT THE BUILDING LOCATED ON //C/ C>N CA r U MAYBE OCCUPIED AS �S/N' �' �i ,4 lei r �� ��5./G�•�tJc c-L_ PB©/ws (�a 811--moi S/ 6),3 1�q// UIV qk,&/Z . IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO —d if Building Inspector 1 a NORTH Tovm Of E Andover f . ..... ..... YYdover, Mass., C E T Q ' COCMIM WIC V ADRATED P? C5 S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System L C OR Zoe BUI D G INSPE THIS CERTIFIES THAT �+ DeA...r /0 � ................. ................................... ................................................ Foundation - c A rte-" has permission to erect............� ...... buildings on �41!....�3...... �.�D .� �. �R�V� Rough '�' to be occupied as tlk M,.0�'1.�t..Q A.t..Q�.LAAA��..0n�Df..R....S�N 't .��W......Omm,Chimney provided that the person accepting this permit shall in every respect conform to the terms'of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alferation and Construction of Buildings in the Town of North Andover. dy �,� a $ 4�ao PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. na .. PERMIT EXPIRES IN 6 MONTHS L �` Y UNLESS CONSTRUCTION ST TS ELE INSPECTOR ZryRough!iff'o :3 d3..... ...................................... ic BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR la .in a Conspicuous Place on the Premises — D Rough Dis p y p o Not Remove No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Location f 1 (Lo+G ) IX , (Q, No. Date L " A !t_9 NOR,h TOWN OF NORTH ANDOVER ? �. 04 w 9 i :'o ,; # Certificate of Occupancy $ MuBuilding/Frame Permit Fee $ s.kst 11GFoundation Permit Fee $ Other Permit Fee $ TOTAL $ 1 7.7 rA Check # •f 1�vvn Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: / All l DATE ISSUED: C� ic a SIGNATURE: Building Commissioner/IREeEtor of Buildings Date Z SECTION 1-SITE INFORMATION IO 1.1 Property Address: 1.2 Assessors Map and Parcel Number: �a �3r asr // b chvv �a- /� �d Map Number Parcel Number S k j-- p. 1.3 Zoning Information: 1.4 Property Dimension . Zoning District Proposed e Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide —Required Provided Required Provided 1.7 Water Supply M.G.L.CAWO 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record Z1wL__ 1411 • fI_ 1 O / , Name(Pri Address for Service c�'�V �/aoZ� 701 Sign ie Telephone L 2.2 Ow: r of Record: Name Print Address for Service: O Z M Signature Telephone 90 SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ / Licensed Construction Supervisor: C S 032 C5'V7 License Number Address 1 ` 3 3 Expirationn Date � Signature Telephone r 2 Registered Home k1fprovement Contractor Not Applicable ❑ v Company Name rn Registration Number r Address r z Expiration Date p) Signature Telephone !�0 ' c SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) ti Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work check all licable New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑—7 ddition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: Ila 1Qu4.eZ'a41 SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee .. Multiplier �'� �� 2 Electrical 6f (b) Estimated Total Cost of Construction 3 Plumbing Off/ Building Permit fee(a)X (b) 4 Mechanical HVAC �,OZry 8 5 5 Fire Protectio . / 6 Total f'q' i, w:., ��"' Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, / as Owner/Authorized Agent of subject property Hereby authorize ( Si5to act on e My behalf,in all matters relative to work a4horized by this building permit application. r 1 Sigonature of Owner Date � SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, as Owner/Authorized Agent of subject prope y Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name Si atur f Owner/A ent / Date NO. OF STORIES SIZE 2 X 30 BASEMENT OR SLAB SIZE OF FLOOR TIMBERS I 2 (2 2 / 3 SPAN 6 `� /17— DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING /Q" x W X MATERIAL,OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND 0771 IS BUILDING CONNECTED TO NATURAL GAS LINE / Q FORM U - LOT RELEASE FORM r - - �►, INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANTlp��' i9� G� !Cu'��'OC/ PHONE r LOCATION: Assessor's Map Number L PARCEL SUBDIVISION LOT(S) STREET viva pa'zv ��U� ST. NUMBER 1 0 1-713C ************************************OFFICIAL USE ONLY*********************************** RECONiIM DA IONS OF/f dWN AGENTS: CONSER TION A N TRATOR DATE APPROVED DATE REJECTED COMMENTS /s �;LoC; EHVE® TOA ER DATE APPROVED T14 2003/ DATE REJECTED COM NTS f�0 � NORTH ANDOVER P QSPAaTMENT FOOD INSPE TOR-HEALTH DATE APPROVED D DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED , \\DATE REJECTED COMMENTS ��fi Ot/�c•.^� V"`� r PUBLIC WORKS-SEWERIWATER CONNECTIONS A114 DRIVEWAY PERMIT f� G(� 3_3-03 FIRE DEPARTMENT OC-7 Ll �v RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 jm GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. ZQ 1" l 3 C Duff if/?-/V 19,1 J d L` Permit Applicant Property address Map/Parcel (t'7?) e;96"— 1-0,;U G� Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw.I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit.Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot,in the building. permit application and associated attachments,complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement,restoration or reconstruction of a dwelling in existence as of the effective date of this bylaw,provided that no additional residential unit is created. _ The lot(s)was/were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land.For purposes of this section"senior"shall mean persons over the age of 55. This application is part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density(buildable lots)below the density permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit(all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that year.One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits.Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A ABOVE EXEMPTION WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE OR NOT IS UNDS FOR USAL BY THE BUILDING DEPARTMENT TO ISSUE A BUILDING PERMIT. A�KICANTS SIGNATURE DATE S FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION e �1ie {n�rnmzoouuea� o�✓ a�uuse�ta 1 BOARD OF BUILDING REGULATIONS { icense: CONSTRUCTION SUPERVISOR Number: CS 032849 Birthdate: 09/05/1958 Expires: 09/05/2003 Tr.no: 5117 Restricted: 00 JOSEPH BARBAGALLO �- 120 DUNCAN DRIVE N ANDOVER, MA 01845 Administrator Jun-10-03 03:43P P.Ol ACORD CERTIFICATE OF LIABILITY INSURANCkmBcsT0Rj DATED 0/03 PRODUCER �- THIS CERfFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE T A. Sullivan Ins. Agcy, Ina. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 344 S. Union St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Lawrence, MA 01843 INSURERS AFFORDING COVERAGE Photle: 978-683-4700 INSURED - INSURER A: Travelers Ins Co INSURER B: Barbagallo Construction Inc NsuRERc: ..—_-_ 120 Duncan Dr. INSURER D: N. Andover MA 01845 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIRMMENT.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 TME POLICIES DESCRIBED HEREIN IS SUBACT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PND CLAIMS. - -- - ----POMy"PECTNE POLICY EYPIIQTIO --- - TYPE OF INSURANCE Tom_ POLICY NUMBER DATE MMOOIYY DATE [ANIDDIYY _ L Ta -__••._ •, OENERAL LL UiRrtT I EACH OCCURRENCE - f COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(MY Ono aro) f 1 CLAMS MADE n OCCUR MED EXP(MY—pmm) f --- PERSONAL S ADV INJURY f _ GENERAL AGGREGATE f GENIAGGREGATE LMITAPPLIES PER.I PRODUCTS-COMP/OP AGO f POLICY PRO- 71 LOG JECT -- AUtDM061LE LIABILITY COMBINED SINGLE LAIR ANY AUTO (Ep Acdom) _ .. ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Pa porn) MIRED AUTOS BODILY INJURY (Psr scddsA) f WON-OWNED AUTOS PROPERTY DAMAGE f ..-•- --- -- (Pw mcckknO OARAOE LIABILITY AUTO ONLY-EA ACCIDENT f ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG f GAME LIABILITY -�—! EACN OCCURRENCE t OCCUR I I CLAIMS MADE AGGREGATE i f - RETENTION I - S WORXE"COMPENSATION AND .TORY LBgTB A WrLOYERV LIABILITY 6KUB992A689403 01/09/03 01/09/04 E L.EACH ACCIDENT _ 5100000 E.L.Dt90A 1!-EA EMPLOYE_ t 100000 E.L.DISEASE-POLICY LMR f 500000 OTHER DESCRIPTION OF OPERATIOMSILOOATION*W%I LEaIEXCW010NB ADDED BV ENOORSEMENTISPECNL PROVISIONS ~�^- CERTIFICATE HOLDER N ADDITION"INSURED:INaYRER LETTER:_ CANCELLATION TOWN011N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIIATIO DATE TMEREOF,THE NISUINO WaURER WILL ENDEAVOR TO MAUL 1Q.-DAYS WRITTEN NOTWE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 20 SMALL 'town of N Andover IMPOSE NO OILKMRTION OR LIABILITY OF ANY KIND UPON THE IN8Uft7R8 AGENTS OR N Andover MA 01845 RE►RE,EwTATIVEA. ]AUTMORMOREFRII!&ENTATINT Susan Hvder ACORD 26-S 17197 OACo D Cr PORATION 1908 u The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 c'°�M 5�•`' Workers'Compensation Insurance Afdavit Name Please Print Name: /1 J Location: City Phone I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for my employees working on this job. Company name: Address City Phone#: Insurance.Co. Policv# Company name: Address City: Phone#: Insurance Co. Policy# Failure to secure coverage as required-under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisonment_as-weU_as_civatj=attiesin-the.fnrjn-da ST-OP.V4DRK ORDER,and_afore_of-($JiDD-W)-a dW.against_me. l understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature Date Print name Phone# Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing Building Dept ❑Check if immediate response is required 0 Licensing Board E] Selectman's Office Contact person: Phone#- E] Health Department Ei Other North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: ,- l (Location of Fadi ity) Signature of ermit Applicant � Zi V Date . NOTE: Demolition permit from the Town of North Andover must be obtained for this project through.the Office of the Building Inspector AL1G.16 '0ww08+. MSR. . :;�9D,,,F-XTm 2000 DESIGN REPORT■VS �oe�i►►A 14,2mo 1224 TI tple - 1 31e x 1171811 V-L SP 2800 Fi o ; �� J*Nam - BwbW& cushm er Addm2s - spm -- Dewvff = . cedar a�rck,stag,zip M an T� a&Re - acs OCA SS Z r58=MM - obdoommomb Mengw Diagram "T. "- I I I---� -L I II 9gifd0f0 Ld-30 SoPF i 10 e4G16o LL 6f60 ea t1 sli6br 0. 1+75 W p. I Taal HwWarvW Lergh-12-00-D General Data Load summary Verson u8 Impem IQ Dmtipftn Lind Type R� sleet E� f.lv� outTtlbr Dir. t3 LWArea Load Loft a"= 124000 20 P8F 1Q PSF 14-0O.OD 100' Fl Mo, . Floor Beam 1 UrKArea Load Ldt 0 Pp0�0.00 12 00 a0 S5 PSF PSF 140144= 115 wrjw Typ Trapeaidsl Left 00,a= 0 PLF 0PLFM115 plutt�er of 8perrs - 1 Z Ttpe�l Left as== 0 PLF 90 PLF nk 116 Left Cangkw • No 2 Left 06-00-00 0 PLF so PLF Na 115 Right No 3 Trap LA!ft 0 PLF 0 PLF nk 11 S STrbAwy ion t14 0= Controls Summary mom Span 10000Repofibn n rda ControlTYpe Vdoe %Allowable Duratlan 3 I. Www Type n!a Momerd 24M Ribs Tat% ®11596 hslwaal End Sheaf sm be 6115% 3 �•R '� Uve Lced 30 PSF Total Dafl� Lon MO(1.425' Mft 3 1 Zcmd Load t0 PSF Uve OetlecW U493(0.29 a 1 Petit Load 0 PSF Mex Deft. 442T(Um t 11 42'96 1 Duma= 100 8IZI �tselvsure The omodwms ow s=mcy of NOTC$: ON k p<a mm be v�er9rod by anyorm Dmdgn,weys Cade nsinmerts(1J�Total bad d�dlo++a�r>a. who wouya"on tt,a outp A as meehe ccdo mffwm=(LJ )Lias bad dww9bon wftm a. avidWm of mftb¢dy►tern a MWAbr Daggs ntee#s erWary(1'MMIMM load Mbgkn aftt r. appl;c�tlon. The output above is Minimum End b oarm b'Oh ie 1314-. based upon bWnp� ed iri�tpda b+abA6orsdBe se ode woksamd wood produob mLmt be In 8000edam*wb Atte eurnlrit:lrMWA L6 i Guide aW the gpAssaws bum codes, To obtain an yemabdon G m or N Y�hm 4�+ee4'°+se,'beft be� o air>lon,For.glukam �1 s bqutde6,please c30(eG0}7�7.4013► �e �.r,. ar : STP.uc U 4 Ab.3d044 C 4; Alt Page 1 of 1 BG®flnd V ere WisFeeed tredemedo of Bo®e Ceseade oofp. � I I MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 I I I I Checked by/Date I I TITLE: PLAN 2961 CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-27-2003 DATE OF PLANS: 2-27-03 PROJECT INFORMATION: CONOLIAL HOUSE COMPANY INFORMATION: BRUNO ASSOC. 28 BERKELEY ROAD N. ANDOVER, MA 01845 COMPLIANCE: Passes Maximum UA = 618 Your Home = 301 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1260 30.0 30.0 21 WALLS: Wood Frame, 16" O.C. 2864 13.0 13.0 137 BSMT: Conc. 8.0' ht/7.0' bg/8.0' insul 1926 19.0 19.0 46 GLAZING: Windows or Doors 252 0.300 76 DOORS 69 0.300 21 HVAC EQUIPMENT: Furnace, 87.5 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date 3 3 e3 I r TITLE: PLAN 2961 a.' MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 2-27-2003 Bldg. 1 Dept. l Use I I I CEILINGS: [ ] I 1. R-30 + R-30 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 + R-13 I Comments/Location i I BASEMENT WALLS: [ ] I 1. Conc. 8.0' ht/7.0' bg/8.0' insul, R-19 cavity + R-0 continuous Comments/Location I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.3 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I DOORS: [ ] I 1. U-value: 0.3 I Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 87.5 AFUE or higher Make and Model Number I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating ` I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I I SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I I HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in. ) : I I PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I I CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in. ) : I I PIPE SIZES (in. ) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- ,� D' ' ' Essex North County Registry of Deeds 381 Common Street Lawrence, Massachusetts 01840 O3/18/O3 BARBAGALLO JC # 79 Rec: Type NOTC 5O.00 DOC. 15486 C. P. 2100 R. D. 100 Total 75.00 # 80 Payment Cash 100.00 # 81 Dawge 21.A THANK YOU! Thomas J. Burke Register of Deeds Town of Noith Andover t%ORT Office of the Planning Department CominumityDevelopment and Services Division 44 27 Charles Street .- T) North Andover, Massachlisetts 01845 `"u Planning Director: h.ttp://N,,-,v�,,,,.tow,-ioffiortbai-,d.ox7er.com k P '97,8) 688-9535 ii,N,00ds@towitoffiortliando,,jer.com Justin Woods F (978) 6SS-9542 This is W ceriiiy that twenty(20)days NOTICE OF DECISION have elapsed from date of decision,filed without filingan I a SENT USPS VIA CERTIFIED MAIL rat of 081to Joyce A. radshaw Town Clark RETURN RECEIPT REQUESTED rM 7 10D3 o5lo caro C-"-,gq 13"')CA Lot 13B and 13C Duncan Drive Special Permit Approval-Common Driveway - -71 The public hearing on the above referenced application was closed by the North Andover Planning Boar—Ton r7.1 February 4,2003.Present were Planning Board Chair John Simons,Vice Chair Alberto Angles,Clerk R ichard Nardella,Members Felipe Schwarz and George White,Associate Member James Phinney,Planning Difator J. Justin Woods,and Planning Assistant Debbie Wilson. Joe Barbagallo and John Morin, PE, appeared on behalf of the petitioner. Nardella made,and White seconded,a motion to grant Special Permit Approval to allow for the 6 construction of a common driveway for Lots 13B and 13C,Duncan Drive,under the requirements of Section 2.31.0& 10.3 of the North Andover Zoning Bylaw. This Special Permit was requested by the by Am T.Barbagallo,Trustee, 120 Duncan Drive,North Andover,MA 01845. The original application, excluding revised documentation,as cited herein,was filed with the Planning Board on December 2,2002 with subsequent submittals on file. The applicant submitted a complete application,which was noticed and reviewed in accordance with 7.2.2& 10.3 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this decision. The Planning Board voted on the motion by a vote of 5 in favor to 0 against. A special permit issued by a t9 special permit granting authority requires a vote of at least four members of a five-member board. See MGL Chapter 40A, Section 9 and Section 10.3(5) of the Town of North Andover Zoning Bylaw. Accordingly, the Applications for the Site Plan Special Permit is approved with conditions. The applicant is hereby notified that should the applicant disagree with this decision,the applicant has the right,under MGL Chapter 40A,Section 17,to appeal to this decision within twenty days after the date this decision has been filed with the Town Clerk. Respectfully Submitted: YJ, is Woods,Planning Director for-the North Andover Planning Board: Voted: John Simons,Chairman Y-N-Abst-N/A Alberto Angles,Vice Chairman Y-N-Abst-N/A Richard Nardella, Clerk Y-N-Abst-N/A _TTEST: George White Y-N-Abst-N/A A True Copy Felipe Schwarz Y-N-Abst-N/A James Phinney,Associate Member Y-N-Abst-N/A dVn Clerk d W/ 1. B0_k-R1)0T.A_PPEAL1;689954T BUILDINCT699-9545 CONTSERVAMN6889530 HEALFH61N-90540 PLAN-111 TIN,G 6?,9953 Lots 13B and 13C Duncan Drive Special Permit Approval Common Driveway; February 21,2003 Page 3 of 3 3. Prior to the issuance of a building permit for Lot 13C,This site shall have received all necessary permits and approvals from the North Andover Board of Health,Conservation Commission and the Department of Public Works.Prior to Certificate of Occupancy issuance: a) The Applicant shall place a stone bollard at the entry to the common drive off of Duncan Drive. This stone bollard shall have the street numbers of all houses engraved on all four sides of the stone. The dimensions of the stone shall be as follows: 8"x 8"x 72". The stone shall have 48' exposed and 24' buried,and all numbering on the stone shall be 4"in height. This condition is placed upon the applicant,with his consent,for purposes of public safety. b) The Applicant shall place 2 additional stone bollards,one on the east side of the existing driveway,at the point of entry of the existing driveway off the portion that will be common, containing the address numbering of Lot 13B,and one on the west side of the existing driveway, at the point of entry of the propsed driveway off the portion that will be common, containing the address numbering of Lot 13C. The and numbering of these bollards on shall be consistent with the specifications in Condition 5(a). This condition is placed upon the applicant,with his consent,for purposes of public safety. c) The proposed dwelling on Lot 13C shall have a residential fire sprinkler system installed and inspected,as required by the North Andover Fire Department. 4. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 5. Gas,telephone,cable,and electric utilities shall be installed as specified by the respective utility companies. 6. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 7. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 8. The provisions of this conditional'approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 9. This permit shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced. cc. Conservation Administrator Director of Public Works Health Administrator Building Inspector Police Chief ' Fire Chief Applicant Engineer Abutters Assessor DPW File BOA.F<D OF.�PPE'L S 688-9541 BLTLDI\G 658-9545 COSI RV%ZMO E,3S c;. {) E'17AIT,TH 688-9540 PL.a\v, �_G 688-9535 a F'S SEX NORTH REGISTRY OF DEEPS LAWRENCE, MASS.. �f—/ —D A 'rF?UE COPY. ATTEST: a i Town of North Andover ,10RTM Of4t�ao s1'�'O Office of the Planning Department o: Community Development and Services Division 1t 27 Charles Street * 0, ,„D:fit North Andover, Massachusetts 01845 IT ""SE h!tp://www.townofnorthandover.com Planning Director: jwoods@townofnorthandover.com P (978) 688-9535 J. Justin Woods F (978) 688-9542 NOTICE OF DECISION This is to certify that twenty(20)days SENT USPS VIA CERTIFIED MAIL have elapsed from date of decision,filed without filing of an ap,�Va_Yw_0 RETURN N RECEIPT REQUESTED Date s3# 1 ()110 C�OOC��89q 13uj Joyce A�,Brads Town Clerk Barbagallo Trust-Lot 13C Duncan Drive Special Permit Approval-Access other than over the legal frontage The public hearing on the above referenced application was closed by the North Andover Planning Board on February 4,2003.Present were Planning Board Chair John Simons,Vice Chair Alberto Angles,Clerk Richard Nardella,Members Felipe Schwarz and George White,Associate Member James Phinney,Planning Director J. Justin Woods,and Planning Assistant Debbie Wilson. Joe Barbagallo and John Morin,PE,appeared on behalf of the petitioner. Nardella made,and White seconded,a motion to grant Special Permit Approval to allow access to Lot 13C over the adjacent lot 13B,under the requirementsof Section 7.2.2& 10.3 of the North Andover Zoning Bylaw. This Special Permit was requested by the by Ann T.Barbagallo,Trustee, 120 Duncan Drive, North Andover,MA 01845. The original application,excluding revised documentation,as cited herein,was filed with the Planning Board on December 2,2002 with subsequent submittals on file. The applicant submitted a complete application,which was noticed and reviewed in accordance with 7.2.2& 10.3 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A,Section 9.The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this decision. The Planning Board voted on the motion by a vote of 5 in favor to 0 against. A special permit issued by a special permit granting authority requires a vote of at least four members of a five-member board. See MGL Chapter 40A, Section 9 and Section 10.3(5) of the Town of North Andover Zoning Bylaw. Accordingly, the Applications for the Site Plan Special Permit is approved with conditions. The applicant is hereby notified that should the applicant disagree with this decision,the applicant has the right,under MGL Chapter 40A,Section 17,to appeal to this decision within twenty days after the date this decision has been filed with the Town Clerk Respectfully Submitted: 91 e J” C7- J J ' Woods,Planning Director fo e North Andover Planning Board: Voted: �� UJ John Simons,Chairman Y-N-Abst-N/A LT . a Alberto Angles,Vice Chairman Y-N-Abst-N/A -T. �' Richard Nardella,Clerk Y-N-Abst-N/A (_LC-'f- m ATTEST: George White Y-N-Abst-N/A ~` Q A True Copy Felipe Schwarz Y-N-Abst-N/A James Phinney,Associate Member Y-N-Abst-N/A Town Clerk BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 • " e Access other than over the legal frontage Special Permit Approval Lot 13C Duncan Drive February 21, 2003 Page 2 of 3 Appendix A The Planning Board makes the following findings as required by the North Andover Zoning Bylaw Sections 7.2.2 & 10.3: FINDINGS OF FACT: 1. Access other than legal frontage to these lots is appropriate as the location is appropriate for shared access;the entrance/egress will not affect the neighborhood,and will not create a hazard to vehicles or pedestrians. The site has been designed so as to utilize the existing paved driveway on Lot 13B, which will then be extended to gain access to Lot 13C. 2. Special environmental conditions exist, such as wetlands,across the frontage of Lot 13C such that access across the street frontage would require wetland filling that would be otherwise detrimental to the environment. 3. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit Application. Upon reaching the above findings,the Planning Board approves this Special Permit with the following Special Conditions: 1. This decision must be filed with the North Essex Registry of Deeds. Included as a part of this decision are the following plans and decisions: a) Plans titled: Site Development Plan Lot 13C Duncan Drive Prepared by: Thomas E.Neve Associates,Inc. Scale: 1"=20' Plan Date: 10/10/01 Revised 11/7/01 b) The Town Planner must approve any changes made to these plans. Any changes deemed substantial by the Town Planner will require a public hearing and a modification by the Planning Board. 2. Prior to any site disturbance: a) All appropriate erosion control devices must be in place and reviewed by the Town Planner. b) The decision of the Planning Board must be recorded at the North Essex Registry of Deeds and a certified copy of the recorded decision must be submitted to the Planning Office. C) Tree clearing must be kept to a minimum. The area to be cleared must be reviewed by the Town Planner. d) Easements pertaining to the rights of access for and agreements pertaining to the maintenance of the driveway must be recorded with the Registry of Deeds and a certified copy of the recorded document filed with the Planning Office. 3. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 4. Gas,telephone, cable, and electric utilities shall be installed as specified by the respective utility companies. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 0 Access other than over the legal frontage Special Permit Approval Lot 13C Duncan Drive February 21,2003 Page 3 of 3 5. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 6. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 7. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 8. This permit shall be deemed to have lapsed after a two- (2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced. CC. Conservation Administrator Director of Public Works Health Administrator Building Inspector Police Chief Fire Chief Applicant Engineer Abutters Assessor DPW File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 t:ru� . o %.:; - joyc` F D, Aje UI le GOI1n ISoard of App TO�'MptUnity Development and Services Division • ' flORTH-/`NDo-VE€t 27 Charles Street � e orth Andover,Massachusetts 01845 �s �-c�' 2- l� D.RA����y ���� P (fit 5.,CHUS� r7t IVicetta This is to certify that twZ' bplttgs(978) 688-954 Building Commissioner have elapsed from date of decd qW8) 688_954 without filing of an avi Datea LSV Any appeal shall be filed Notice of Decision Joyce A.13ridshaw Town Clark1 within(20)days after the Year 2002 date of filing of this notice in the office of the Town Clerk. Property at: Lot 13C Duncan Drive t NAME: Ann T.Barbagallo CA REARING(S)• October 8,2002 1 ADDRESS:Lots 13B &13C Duncan Drive EHEPETITION: 2002-024 �c� North Andover,MA 01845 TYPING DATE:10/15/02 p,4 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, October 8,2002 at 7:30 PM upon the application of Ann T.Barbagallo,120 Duncan Drive North Andover,for premises at Lots 13 &13C Duncan Drive requesting a dimensional Variance from Section 7,-Paragraphs 7.1 (Lot Area),7.1.1 (Contiguous Buildable Area),7.1.2(Lot Width),&7.2(Frontage)and Table 2 to allow a single family dwelling,, . within the R-1 zoning district. - The following members were present: Walter F.Soule,John M.Pallone,Scott A. Karpinski, George M. Earley, ai Joseph D.LaGrasse. Upon a motion by Joseph D.LaGrasse and 2"d by John M.Pallone,the Board voted to GRANT the petition for dimensional Variance for Lot 13D from Table 2 and Section 7,.Paragraph_7.1(required Lot Area =2 acres— 1.38 acres)relief of.67 acre,Paragraph 7.1.1,(required CBA=75%-50%)relief of 25% Paragraph 7.1.2(required Lot Width'= 100'—50')relief of 50',Paragraph 7.2(required Street Frontage=175'— 150')relief of 25 and jor Lot 13C from Table 2 and Section 7,Paragraph 7.1 (required Lot Area=2 acres—1.77 acres)relief of.23 acres, Paragraph 7.1.1 (required-CBA=759 -50%)relief of 25%,Paragraph 7.12(required Lot Width=100'-45') relief'of 55',Paragraph 7.2(reijuir6d'Street Frontage= 175'—150')relief of 25',as shown on Plan of Land - prepared for Barbagallo Children Realty Trust showing Lot 13C Duncan Drive certified by Thomas.J.Neve,P.L.S., Thomas E.Neve Associates,447 Old Boston Road,Topsfield,Massachusetts 01983,dated April 10,2002. Voting in favor: John M.Pallone,Scott A.Karpinski,George M.Earley,and Joseph D.LaGrasse. Voting against: Walter F.Soule. gyyg.pp g2- 3 02 PP 23 1 The.Board finds that the applicant has satisfied the provisions of Section 10,paragraph 10.4 of the Zoning Bylaw and that the granting of this variance will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant, it shall lapse,and may be re-.established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Pennit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, AI'TE31`: Walter F. Soule,Acting Chairman A 1..rue Copy Decision 2002-024 %� r`✓ `' ' "`` Ton 0101% Board of Appeals 688-9541 Building 688-9545 Conservation 688-9530 health 688-9540 Planning 688-9535 r Atlantic Design Resources Ltd 152 Portsmouth Avenue, Stratham,New Hampshire 03885 Phone/Fax 603-418-0764 e-mail asdr@conversent.net HYDRAULIC CALCULATIONS, PRODUCT SPECIFICATIONS INFORMATION for 110 Duncan Drive North Andover, Massachusetts CONTRACTOR Joe Barbagallo 120 Duncan Drive North Andover,Massachusetts 978-375-3075 REVISED Insert date here PROJECT:203018 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESE WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR TTER QUALITY OR OPERATIONAL CHARACTERISTICS WHICH ARE LISTED FOR USE UNDER T DESIGN CONDITIONS MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE ROVAL OF THE AUTHORITY HAVING JURISDICTION. tN OF MqS 'o EN PRar v .39126 /ONA1. Atlantic Systems Design Resources, Ltd. • 953 Islington Street ' H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T 110 Duncan Dr. N. Andover, Ma NFPA 13-D W A T E R S U P P L Y STATIC PRESSURE (psi) 44 RESIDUAL PRESSURE (psi) 41 RESIDUAL FLOW (gpm) 30 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 9.66 THIS SYSTEM OPERATES AT A FLOW OF 26.05 gpm AT A PRESSURE OF 30.96 psi AT THE BASE OF THE RISER (REF. PT. 1) PIPES USED FOR THIS SYSTEM 001 SCHEDULE 40 018 COPPER TYPE 'L' Atlantic Systems Design Resources, Ltd. 110 Duman Dr. N. Andover, Ma NFPA 13-D PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 26.05 8.00 3354 19.35 150 1 1.610 0.017 3.467 30.96 27.02 0.48 2 3 26.05 23.00 22 4.02 150 18 1.265 0.056 0.000 27.02 25.50 1.52 3 4 26.05 24.00 3 3.01 150 18 1.265 0.056 10.400 25.50 13.57 1.53 4 5 26.05 5.00 33 4.02 150 18 1.025 0.157 0.000 13.57 12.15 1.41 5 21 26.05 10.00 3 2.01 150 18 1.025 0.157 0.000 12.15 10.27 1.88 21 22 13.05 14.00 0 0.00 150 18 1.025 0.044 0.000 10.27 9.66 0.61 A MAX. VELOCITY OF 10.12 ft./sec. OCCURS BETWEEN REF. PT. 5 AND 21 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Atlantic Systems Design Resources, Ltd. 110 Duncan Dr. N. Andover, Ma NFPA 13-D PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.20 32.00 13.00 10.27 0.69 9.58 22 4.20 32.00 13.05 9.66 0.00 9.66 THE SPRINKLER SYSTEM FLOW IS 26.05 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 44.00 psi RESIDUAL PRESSURE 41.00 psi AT 30.00 gpm TOTAL SYSTEM FLOW 26.05 gpm AVAILABLE PRESSURE 41.69 psi AT 26.05 gpm OPERATING PRESSURE 30.96 psi AT 26.05 gpm PRESSURE REMAINING 10.73 psi Specification Data OVERALL DIMENSIONS NET WEIGHT and SECTION PAGE WEIGHTS APPROXIMATE SHIPPING WEIGHT a DOMESTIC FIRE SPRINKLER PACKAGE, DFSP SPECIFICATIONS 1. DOMESTIC FIRE FLOW PUMP. SIZED PER SPECIFYING ENGINEER TO MEET THE DEMAND OF THE FIRE DESIGN LOAD. PUMPS AVAILABLE FOR THE STANDARD DFSP FEATURE HORSEPOWER RANGES OF 314 TO 2 HP. (OTHER SIZES AVALABLE ON SPECIAL SELECTION) FLOW RATES AND HEADS FROM 70 GPM TO 120 FEET TDH. 2. PUMPS ARE SELF PRIMING CENTRIFUGALS 2 INCH INLET AND OUTLET. CAST IRON PUMP CASINGS WITH GLASS-REINFORCED NORYL IMPELLERS. IMPELLER, SEAL AND MOTOR CAN BE REMOVED WITHOUT DISTURBING PIPING. i 3. REPCO CONTROLS ARE MANUFACTURED TO UL 508 INDUSTRIAL CONTROL CLASIFICATION AND LABELED. CONTROLS ARE IN A NEMA I ENCLOSURE AND FEATURE PUMP CONTACTOR, HAND-OFF-AUTOMATIC SELECTOR SWITCH, RUN LIGHT, POWER ON LIGHT AND PUMP RUN ALARM CONTACTS. OPTIONAL POWER LOSS ALARM CONTACT OR BATTERY BACK UP IS AVAILABLE. 4.ROUND POLYETHYLENE STORAGE TANKS ARE AVAILABLE IN A VARIETY OF SIZES.THE DFSP PACKAGE OFFERS TANKS FROM 145 GALLONS(30"x48")TO 500 GALLONS (50"X60"). TANKS CAN BE MANIFOLDED TO SATISFY LARGER CAPACITIES OF STORAGE. 5.THE DFSP PACKAGE IS COMPLETELY ASSEMBLED AND WIRED. THE SUCTION MANIFOLD INCLUDES A UNION AND CHECK VALVE WITH A BULKHEAD FITTING TO CONNECT TO A VARIATY OF ATMOSPHERIC STORAGE TANKS. THE DISCHARGE HEADER FEATURES A UNION FOR PUMP SERVICE, BRASS SADDLES FOR THE FLOW SWITCH, PRESSURE SWITCH, SURGE TANK AND GAUGE. 2"VALVES ARE INCLUDED FOR CONNECTION TO THE SPRINKLER SYSTEM AND FIRE DEPT.TEST HEADER. A 1"VALVE IS PROVIDED FOR PIPING BACK TO THE STORAGE TANK FOR TESTING. 6.THE DFSP IS ASSEMBLED,WIRED AND MOUNTED ON A STRUCTURAL STEEL BASE WITH HOLD DOWNS FOR FIELD ACHORING TO THE FLOOR. 7.THE COMPLETE DFSP IS FACTORY TESTED AND ADJUSTED FOR PROPER OPERATION BEFORE SHIPMENT. SPECIFICATION DATA, DFSP iR.E. PRESCOTT CO., INC. DOMESTIC FIRE SPRINKLERIV 10 RAILROAD AVENUE PACKAGE EXETER, NH 03833 Specification Data OVERALL DIMENSIONS NET WEIGHT and SEO'TION PAGE WEIGHTS APPROXIMATE SHIPPING WEIGHT SIMPLEX CONTROL 230 Volt / 60 Hertz / 1 Phase L1 M1 L2 M1 I GND N -41- 4* POWER 120V �G POWER ON CONNECTION ------------------------ --- --------------- 240 VOLT(LI&1-2) i HOA CR POWER FAIL: OA ---- --------------- I ' , H i --�-- -�- L1 L2 L3 0- i I OA PUMP 1 M7 I I TTTp M1 T1 T2 T3 PRESSURE I 240 VOLT (Ti&T2) SWITCH M1 CRI R13000� I GND PUMP CONNECTION �Q ®©® I FLOW ALARM ALARM SWITCH CONTACT : CONTACT QPIIQNAL-, NOTE: Cabinet to be Connected to a Good Ground WARNING: Disconnect Before Servicing DWG No. 111 60-8 INDUSTRIA6 GGINT-ROL Wiring Diagram I � � R.E. PRESCOTT CO., INC. Domestic Fire Sprinkler Package 10 RAILROAD AVENUE EXETER, NH 03833 IPRED JACKETS RSPS Self"Priming Centrifugal Pumps !Ij S "i • Needs no lubrication • Minimal operating cost • Self-adjusting mechanical seal r red jacket's RSPS self-priming centrifugal pumps are designed to deliver water—fast. 190 The RSPS features durable glass-reinforced Noryl impellers and is ideal for garden irriga- "° 200RSPS tion and pool filling or anywhere water is 120 needed quickly. Impeller,seal, and motor can , 150RSPS be removed without removing the discharge IID ` DOTTED LINES INDICATE case-discharge piping remains undisturbed. CAPACITIES AT TOTAL 100RSPS xr SUCTION LIFTS SNCWN. loo Available in horsepower ranges from 3/4 HP 758SPS to 2 HP. 90 I .xa• I i W eO ,Ixo• '+� o I < To RSP HIGH HEAD CAPACITY TABLE 50 � t ,+ �•1 ei Max. i Pump GPM Against Total Head In Feet Shutoff Model H.P. Size Head 40 Suct Disch 20' 30' 40' 50' 60' 70' 80' 90' 10D 110'120' Ft. PSI 75RSPS 3.4 2" 2" 50 49 48 45 41 35 25 88 38 S0 1100RSPS1 4 4 4 150RSPS 1-1/2 2" 2" 53 53 52 51 51 49 44 39 32 20 115 50 20 200RSPS 2 2" 2' 52 52 51 51 5010 49 49 46 40 33 21 123 53 NOTE: All performance based upon 15 ft suction lift. All motors 115/230 volts single phase. ° '° ZD '° '° 50 60 '° 9D U S GALLONS PER MINUTE MKI : ..r..;t.,, .. i cta . l i cr V29 K4.1 An�s`o 9001 certified company Model V2902 Residential - Adjustable Flush Pendent PRODUCT DESCRIPTION Quick Response The Model V29 Flush Resi- for Residential Sprinklers when the internal pressure dential Pendent Sprinkler is for Fire Protection Service, exceeds the strength of the I ,,.. a low profile,aesthetically UL 1626,and should be glass bulb,the bulb pleasing,flush mounted installed in accordance ruptures.The levers that r sprinkler that utilizes a 2.5 with the appropriate had been held in position mm frangible glass bulb as National Fire Protection b the bulb now collapse _ y p ~- --„ the thermosensitive ele- Association Standard inward allowing the deflec- 4. ment. NFPA 13,13D or 13R. for and Teflon coated -Wx- The combination of the The heart of the V29 Flush belleville washer seal to - 2.5 mm frangible glass bulb Sprinkler's actuating move downward to the full- Flush Pendent ands specially designed y y operated position.This p y fined assembl >>�a hermetically results in water discharge deflector make the V29 sealed frangible lass bulb Flush Residential Sprinkler that contains a precisely that is distributed in an the ultimate in life safety measured amount of fluid. approved pattern. J. and fire control.The sprin- When heat is absorbed,the klers have met the strict liquid within the bulb requirements of Underwrit- expands increasing the 111 ers Laboratories Inc.as internal pressure.At the described in the Standard prescribed temperature, • Extended Pendent UI. C U(. r• , TECHNICAL SPECIFICATIONS Model:V2902 MATERIAL ACCESSORIES Style:Residential Flush SPECIFICATIONS Installation Wrench: Pendent Body:Bronze ❑ V29 Flush Wrench fits all V29 Nominal Orifice Size: Deflector:Bronze Series frames. 1/2'(13 mm) Orifice Insert:Brass Finishes: K-Factor:4.1 Imp.(6,1 S.I.A) Splitter:Brass ❑ Chrome Plated Nominal Thread Size: Belleville Spring:Beryllium ❑ White Painted ❑ 1/2'NPT(21,3 mm) nickel ❑ Flat Black Polyestert Max.Working Pressure: Seal:Teflon* For cabinets and other accesso- 175 psi(1200 kPa) Drop Pin:Bronze ries refer to separate sheet. Factory Hydrostatic Test: Lever Arm Bronze 100%@ 500 psi(3450 kPa) A For K-Factor when pressure is mea- Min.Operating Pressure: Load Bar:Bronze sured in Bar, multiply S.I. units by to.0. 7 psi(48 kPa) Ceiling Cover:Brass • Teflon is a registered trademark of Temperature Rating:See Load Screw:Stainless Steel Dupont Co. chart on page 2. Bulb:Glass with alcohol based tFinish available on special order. solution,2.5 mm Escutcheon:Steel Dust Cover:Nylon SPin Cover:Nylon Victaulic",World Headquarters P.O.Box 31,Easton,PA 18044-0031.4901 Kesslersville Rd.,Easton,PA 18040.1-800-PICK VIC•FAX:610/250-8817•www.victaulic.com 3177 Rev.A 6/011 8 Registered Trademark of Victaulic 0 Copyright 2001 Victaulic Printed in U.S.A. APPROVALS/LISTINGS e Nominal Approved Temperature Ratings 40.44.1A Orifice Size K-Factor •F/,c# Inches Imperial Deflector Model millimeters S.I.A Response Type UL C-UL V2902 1/2 13 4.1 Residential Flush Pendent 155 155 t 3 s.t sa sa t Listings and approval as of printing. A For K-Factor when pressure is measured in Bar,multiply S.I.units by 10. RATINGS . All glass bulbs are rated for temperatures from-65T Temperature—°F/°c 40.44-2A (-54°C)up to those shown Sprinkler Nominal Maximum Glass in adjacent table. Temperature Temperature Ambient Temp. Bulb Classification Rating Allowed Color Ordinary 155100 68 38 Red • ORDERING INFORMATION Please specify the following when ordering: ❑ Sprinkler Model Number ❑ K-Factor ❑ Escutcheon Style(Flush or ❑ Style ❑ Quantity Extended) ❑Temperature Rating ❑ Sprinkler Finish �wk rt • Always read and understand Installation,care,and maintenance instructions, of any sprinklers. supplied with each box of sprinklers,before proceeding with Installation • Always wear safety glasses and foot protection. • Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting,plating,or any re-coating of sprinklers(other than that supplied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal Injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition.For minimum maintenance and Inspection requirements,refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems.In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. O If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters,P.O.Box 31,Easton, Pennsylvania 18044-0031,610-559-3300. 40.44-2 ,'DIMENSIONS ' 2'Dia.Min.--). - 2"Dia.Min. 1"x'h'Reducer \ / —1"x'h"Reducer r 7 t I/V WA/40/24, I/ ,Mjx Min 1/,I e L a"Max. 17/,o-Max. 7` 15/ie`Min, e/ie' Max. IN'. j Min. Extended 2'/+e"Dia. Flush Escutcheon Escutcheon 2ejte Dia. (Sold Separately) (Sold Separately) Extended Pendent Flush Pendent AVAILABLE WRENCH V29 Flush Wrench fits all V29 Series frames. • ROOMSIZE 40.44-3A Room Size K-Factor Minimum Flow per Sprinkler Head Model Feet/meters ImpJS.I.A GPM/LPM @ psi/kPa V2902 12 X 12 4.1 11 GPM @ 7.2 psi 3,7 X 3,7 6,1 42 LPM @ 50 kPa V2902 14 X •14 4.1 11 GPM @ 7.2 psi 43 X 4,3 6,1 42 LPM @ 50 kPa V2902 16 X 16 4.1 13 GPM @ 10.0 psi 4,9 X 4,9 6,1 49 LPM @ 69 kPa V2902 18 X 18 4.1 17 GPM @ 17.2 psi 5,5 X 5,5 6,1 64 LPM @ 119 kPa V2902 20 X 20 4.1 20 GPM @ 23.8psi 6,1 X 6,1 6,1 76 LPM @ 164 kPa A For K-Factor when pressure is measured in Bar,multiply S.1.units by 10.0. 'When these sprinklers are used in NFPA 13 systems,A 0.1 design density minimum shall be utilized. Minimum 9'sprinkler spacing. WARRANTY Refer to the Warranty section • of the current Price List or contact Victaulic for details. 40.44-3 DISTRIBUTION PATTERNS MODEL V2902 K4.1 RESIDENTIAL AJUSTABLE FLUSH PENDENT MODEL V2902 11 GPM(41,6 LPM) K4.1 RESIDENTIAL ADJUSTABLE FLUSH PENDENT 8' 17 GPM(64,3 LPM) - -- - T 2,1 m - 21m T 5 2.1 m 1.B m 6• 5 1.8 m 1.5 m 5' 4' 1.5 m 12 m 1' 12n 3' 0.0 m 3' 2, 0.9 m 0.8 m 6' 4' 2' 0' 2' 4• 1.em 12m 0.6m 0.8m 8•g 8' 6' f r P 1' 1.2m I 8.21m 2.Im 1.8m 12m 0.6m OAm 2' p 1' to n� O,6m ot0gRDOM 0,3m 2' 0' - _----_-_ 1__-_-_-___ NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 12'X 12'COVERAGE AREA 18'X 18'COVERAGE AREA MODEL V2902 MODEL V2902 K4.1 RESIDENTIAL ADJUSTABLE FLUSH PENDENT K4.1 RESIDENTIAL ADJUSTABLE FLUSH PENDENT 11 GPM(41,6 LPM) 20 GPM(75,7 LPM) J40, 1.2 ---- ---------- 8' Cr ----------'--- ------ 7, 2I m 2.1 m T 6, 2,1 m 5, tAm 1,5 m 5' 1,5 m 4' 1,2 m 12 m 3' 1 FT- 0,9 m 2' 0.8mm 12m OAm 2' 17 6• s• 1• r 1r 1' I 0.8m 8'R!mOAm 2J. 1.6m 1281 0,6m 0,3m l2m CC OFROOM 0,3m r (t"R M 0' ------ �_-_--_----_ �6m -----------_ NOMINAL WETTING PATTERN 0 14'x 14'COVERAGE AREA NOMINAL WETTING PATTERN 20'X 20'COVERAGE AREA MODEL V2902 K4.1 RESIDENTIAL ADJUSTABLE FLUSH PENDENT 13 GPM(49,2 LPM) 8' b- 6' -------- 2.1m -_- 7' R 2,1 m 5'4'12m 3' 0.9 m 2' 6' r r a0,8mm 12m 0.6m 1, 0.3m 2• f1m 0, _ O.6m -----_--i0'ROoM . NOMINAL WETTING PATTERN 16'X 16'COVERAGE AREA NOTES: 1.Data shown is approximate and can vary due to differences in installation. 2.These graphs illustrate approximate trajectories,floor-wetting,and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers.They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation.Refer to the appropriate NFPA National Fire Code and the authority having jurisdiction for specific information regarding obstructions,spacing limitations and area of coverage requirements.Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings,Approvals and War- ranties. • 3.All patterns are symmetrical TA the centerline of the waterway. This product shall be manufactured by Victaulic Company.Al products to be installed in accordance with current Victaulic installationlassemby Instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. 40.44 -4 Poum MODEL PS100-2A PRESSURE TYPE FLOW ® SWITCHES Potter Electric Signal Company Potter Electric Signal&Mfg., LTD. 2081 Craig Road•St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 •(800)325-3936 Thornhill,Ontario,Canada L3T 1 P2 www.pottersignal.com (905) 882-1833 PRESSURE SWITCH FOR MONITORING WET SYSTEMS UL and CSFM LISTED,FM and LPC APPROVED,NYMEA WITH EXCESS PRESSURE ACCEPTED Dimensions: 4 3/4"W x 21/4"D x 4 3/8"H Enclosure: Cover-Die-cast with textured red powdercoat finish. Base-Plated Steel Pressure Connection: 1/2"NPT Male Factory Adjustment: Operates on decrease at 90 PSI • Pressure Range: 10-175 PSI • ",II Maximum Differential: Approx. 2 lbs.at 20 PSI • �Tj�N 5 lbs.at 175 PSI �1'R�C PROT� Maximum System Pressure: 250 PSI qp; �' Switch Contacts: Two sets of SPDT(Form C) 15.0 Amps at 125/250VAC 2.5 Amps at 30VDC Environmental Specifications: Indoor or Outdoor Use NEMA 41IP55 Rated Enclosure Temperature range:-40°F to 140"F(-40°C to 60°C) (Not for use in hazardous locations) Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Tamper:Cover incorporates tamper resistant fasteners that require a special key for removal. One key is supplied with PS100-2A Double Switch-Stock No.1341002 each device. For optional cover tamper switch kit,order Stock No.0090134. The Potter PS100-2A is a pressure actuated switch designed Provision for testing the unit can be accomplished with the primarily to detect a 10 PSI decrease from normal system installation of a Potter Bleeder Valve(Model BVL) in the line to pressure in automatic fire sprinkler systems. the PS100-2A. TYPICAL APPLICATION: Alarm device on systems with Testing:The operation of the pressure supervisory switch excess pressure should be tested upon completion of installation and periodical- ly thereafter in accordance with the applicable NFPA codes INSTALLATION AND TEST PROCEDURES: Device should and standards and/or the authority having jurisdiction (manu- be mounted in upright position(threaded connection down). facturer recommends quarterly or more frequently). Requires NEMA type 4 conduit hub for outdoor installations. CAUTION: Testing the PS100-2A may activate other system WET SYSTEM: (With excess pressure) Connect PS100-2A in connected devices. the constant pressure line on the system side of any shut-off or Specifications subject to change without notice. check valve. PRINTED IN USA MKT.#8810003-REV J MFG.#5400925.2/97 PAGE 1 OF 2 MODEL PS100-2A POTTER PRESSURE TYPE FLOW ® SWITCHES Dimensions NOTE: �- - - - --- --- - — TO PREVENT LEAKAGE,APPLY TEFLON TAPE ' COhL N.O. N.C. 1 SEALANT TO MALE THREADS ONLY. ADJUSTMENT O O WARNING: I I KNOBS I 2.750 USE OF PIPE JOINT CEMENT MAY RESULT IN OBSTRUCTION OF APERTURE AND LOSS OF 1 ' ' 4.375 SIGNAL. FIELD ADJUSTMENTS: The operating point of the switch(or switches on the PSI 00-2A)can be adjusted to any point between 10 and 175 PSI by turning the adjustment knob(s)clockwise to raise the actuation point, and counter-clockwise to lower the actuation point. In the case of the PS100-2A,the two switches operate completely independently of one another,and each switch 1'725 3.188 may be adjusted to actuate at any point the system 2.25047so DWG, J925-30 requires. Final adjustment should be made with a . pressure gauge. Typical Sprinkler Applications Pressure Switch Terminations Wet System with Excess Pressure N.C. PS1D0-2A COM.';1'0- L %1 PRESSURE N.O. DROP ALARM SWRCH WET WATER PRESSURE BLEEDER SYSTEM MOTOR rk DECREASE TEST ALARM CONC BVS VALVE CHECK BVL VALVE RETARD DWG. x(925-3 COM. N.C. N.O. �•CHECK evs Typical Electrical Connections-Decreasing Pressure I VALVE EXCESS PRESSURE BVS WATER LOCAL ALARM LOCAL BELL STYLE 0(CLASS A)SUPERVISED LOOP STYLE B(CLASS B)SUPERVISED CIRCUIT PUMP 0S k Y BY SHUT OFF TRANSFORMER VALVE TEST VALVE OR BATTERY POWER VALVE OWC. 1925-1 coM._•N.c CDM.L.CVC.M.. ..O. COM. o-BELLuN[ OR NC. N.C. N.O. RESISTOR HORN . SW.1 SW.2 OWC.1925-1 Ordering Information Switch Terminal Connections Clamping Plate Terminal Model Description Stock No. CAUTION: An uninsulated section of a single PS100-2A Pressure switch 1341002 co`"``�0 conductor should not be looped BVL Bleeder Valve 1000018 41t�� , around the terminal and serve as Hex Key 5250062 two separate connections. The wire Cover Tamper Switch 0090134 must be severed,thereby providing supervision of the connection in the �G event that the wire becomes DING. 1923-3 dislodged from under the terminal. Engineer/Architect Specifications Pressure type waterfiow switch shall be a Model PS100-2A as manufactured by Potter Electric Signal Co,of St.Louis,Mo.and shall be installed on the sprinkler systems as shown on the drawings and/or as specified herein. Switches shall be provided with a 1/2'NPT male pressure connection to be connected into the air supply line on the system side of any shut-off valve. A Model BVL Bleeder Valve as supplied by Potter Electric Signal Co.of St.Louis,MO or equivalent shall be connected between the air line to provide a means of testing the operation of the pressure type switch. The switch unit shall contain two SPDT(Form C)switches.Both switches shall operate when the pressure decreases to 90 PSI. The switch contacts shall be rated at 15.0 Amps at 125/250VAC and 2.5 Amps at 30VDC. The unit shall have a maximum pressure rating of 250 PSI and shall be adjustable from 10 to 175 PSI. The switch housing shall be weatherproof and oil resistant. The cover shall incorporate tamper resistant screws. The unit shall be UL and CSFM Listed,FM and LPC Approved,and NYMEA Accepted. PRINTED IN USA MKT.#8810003-REV J PAGE 2 OF 2 MFG.#5400925-2/97 18C, P0 ER VSR-SF VANE TYPE WATER FLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal& Mfg., LTD. 2081 Craig Road•St. Louis, MO 63146-4161 55 Glen Cameron Road (314)878-4321 •(800)325-3936 Thornhill, Ontario, Canada UT 1 P2 www.pottersignal.com (905)882-1833 UL,ULC,CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS ;. Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC �:. Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic,copper and schedule 40 iron pipe. . ` .. Fits pipe sizes- 1', 1 1/4", 1 1/2"and 2' Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" . CPVC and one for 1 1/2"polybutylene. (CTS-Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket w and die-cast housing. �NEMA4/IP55rated enclosure-use with appropriate conduit fitting. *Temperature range:40° F to 120° F(4.5°C to 49°C) Caution: This device is not intended for applications in explosive environments. yty' 4 Service Use: Automatic Sprinkler NFPA-13. Stock No.1113000 One or two family dwelling NFPA-13D U.S. PAT. NO.3921989, CANADIAN PAT.NO. 1009680 NationaltFre Alam Code to four stories NFPA-. 0090o 22 OTHER PATENTS PENDING. Optional:Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR-SF is a vane type waterflow switch for use on waterflow. wet sprinkler systems that use 1", i 1/4", 1 1/2"or 2"pipe The vane must not rub the inside of the TEE or bind in any size. The unit may also be used as a sectional waterflow detector on large systems. way. The stem should move freely when operated by hand. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa- switches and an adjustable, instantly recycling pneumatic tions with the proper adapters so that the specified TEE fitting retard.The switches are actuated when a flow of 10 gallons may be installed on the pipe run. per minute or more occurs downstream of the device.The flow INSPECTION AND TESTING: Check the operation of the unit condition must exist for a period of time necessary to over- by opening the inspector's test valve at the end of the come the selected retard period. sprinkler line or the drain and test connection, if an inspector's INSTALLATION: These devices may be mounted in horizon- test valve is not provided. tal or vertical pipe. On horizontal pipe they should be installed If there are no provisions for testing the operation of the flow on the top side of the pipe where they will be accessible. The detection device on the system, application of the VSR-SF is units should not be installed within 6"of a valve, drain or fitting not recommended or advisable which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See The frequency of the inspection and testing and its associated Fig. 2 for proper TEE size, type and installation. protective monitoring system should be in accordance with .2. Care the applicable NFPA Codes and Standards and/or authority Screw the device into the TEE fitting as shown in Fig. having jurisdiction (manufacturer recommends quarterly or must be taken to properly orient the device for the direction of more frequently). PRINTED IN USA MKT.#8800003-REV M MFG.#5400802-2197 PAGE 1 OF 2 Table A-2-3.4 Copper Tube Dimensions Nominal Outside Inside Type K Wall inside Type L In side Type M Tube Size Diameter Diameter Thickness Diameter Thickness Diameter Wall In. in. (mm) In. (mm) in. (mm) in. (mm) in. Thickness (mm) in. (mm) in. (mm) 0.875 (22.2) 0.745 (18.9) 0.065 (1.7). 0.785 (19.9) 0.045 (1.1) 0.811 (20.6) 0.032 (0.8) 1 1.125 (28.6) 0.995 (25.3) 0.065 (1.7) 1.025 (26.0) 0.050 (1.3) 1.055 11/4 1.375 (34.9) 1.245 . (31.6) 0.065 - (1.7) 1,265 (26.8) 0.035 (0.9) 1'/z 1.625 (41.3) 1.481 (37.6) 0.072 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 2 2.125 (54.0) 1.959 (49.8) 0.083 (1.8) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 (51.0) 0.058 (1.5) 2'/2 2.625 (66.7) 2.435 (61.8) 0.095 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.4) 2.465 (62.6) 0.080 . (2.0) 2.495 (63.4) 0.065 (1.7) ' (92.1) 3.385 (86.0) 0.120 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 75.7 0.072 (1.8) 31/2 3.625 (3.0) 3.425 (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 ( ) 5 5.125 4 4.125 (104.8) . 3.857 (122.0) 0.134 0.160 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0.095 (2.4) ,(130.2) 4.805 ) (4.1) 4.875 (123.8) 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1) a 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 197.7) 0.170 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) VVHttLV(;K SERIES MT AND MT STROBE UF MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road •P.O. Box 28480 55 Glen Cameron Road St: Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314) 878-4321 •(800)325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features • One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels. Code-3 Horn and Tone meet NFPA/ANSI/ISO temporal pattern for standard emergency evacu- ation signaling. "rs: •Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. • Low current draw with low temperature compensa- tion to reduce.power consumption and wiring costs. Model MT-24-LSM • Low cost installation via standard electrical boxes. (strobethorn shown) Attractive flush or surface mounting options available. dBA and Current Ratings Model MT 12/24' MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT.#8850002-REV A PAGE 1 OF 2 11/95 100 INCORPORATED CORONA,CA.(714)737.5599 5 PICTORIAL INDEX Fig. 103 Fig.115 Hanger Rod Flat Washer Threaded Page 63 Both Ends Right Hand Page 56 Fig.104 Rg. 116 J•Bolt Bevel Washer Page 56 Page 63 Fig. 105 Fig.117 Coach Screw Lock Washer Hanger Rod 0 Page 64 Page 57 1-19.106 Fig.118 Tie Bolt Square Washer Page 57 Page 64 Fig. 107 M9.119 Anchor Bolt 0 Fender Or Page 58 Oversized Washer Page 64 r Fig. 108 1719. 120 L Rod Thread "U'Hanger Both Ends Page 65 Page 58 Fig. 109 Fig. 120 MJ Concrete Mutt&Jeff Deck Inserts "U"Hanger Page 59. Page 65 Fig. 110 Fig 120 W Standard Wrap Around U Bolt with "U"Hanger 4 Hex Nuts Page 66 Page 60 Fig.111 Fig. 122 Light Weight Wood Screws U Bolt With Flat Head Two Hex Nuts Page 66 Page 61 Fig. 112 Fig. 123 Short Tangent Toggle Bolt U Bolt with Page 66 Two Hex Nuts Page 62 Fig. 113 Fig. 124 Standard Spring Toggle Hex Nut Heads Only Page 62 Page 67 Fig. 114 _ F19.125 Heavy Hex Nut Drive Screw Page 63 Page 67 100 ' INCORPORATED r CORONA,CA•(714)737.5599 `3 l . PICTORIAL INDEX Ft 9 X31 M Socket Clamp Welded Knee Washer Bracket Page 27 Page 34 Fig.14 Fig.310 Double Bolt "O"Bracket q<> Underground Page 34 Socket Clamp Page 28 Fig. 14 X Fig.32 Plate Washer Anchor Chair Page 28 Page 35 Fig.20Fig.33 Standard Concrete Single Pipe Strap Lug Plate Page 29 Page 36 Fig.20 LCo34 Long Pipe Strap Concrete Clevis Page 30 Plate with Pin Page 37 Fig.20 S Fig.35 Flush-Mount Concrete Rod Pipe Strap 11 aft Attachment Plate Page 31 Page 38 Fig.21 - Fig.40 Tin Strap Return line Page 32• Offset J Hook Page 39 Fig.22 Fig.41 Hanger For Return Line C.P.V.C.Plastic " ' Straight J Hook Pipe,Single Page 39 Fastener Strap Type FPage 32A Fig.23 Fig.42 Hanger for Angle Bracket C.P.V.C.Plastic Page 40 Pipe,Double Fastener Strap Type Page 32B Fig.24 Fig.50 Hanger For r¢. ., Side Beam C.P.V.C.Plastic Bracket Pipe,Double Page 40 Fastener Strap Type- Fig.30 Side Mount Fig.51 Ught Page 32B Sie Beam Welded Bracket for NEPA Bracket Pipe Sizing Page 32 Page 40 Fig.30 L,M,H, Fig.52 Welded Bracket Side Beam Ught,Medium, Bracket Six Holes and Heavy Duty Page 40 Page 33 • urucring • i ' l SPRINKLER Informatinr FIRE - ALARM • WHEN BELL RINGS i ;; When placing an order, indicate CALL the full product name. Please specify the quantity and type. . IFIRE • - POLICE Hardware for hanging is not OF IN CASE FIRE DO NOT SHUT VALVE UNTIL FIR EISENTIRELY OUT supplied with the Sign. It must be ordered separately. BI — 1 1 Availability and Service: Central sprinklers, accessories, The blank spaces on this sign may and other products are available be utilized to provide message throughout the U.S. and Canada. flexibility. Simply add combinations of Sign-Type E and internationally through a sign Type B and Type C as desired. HYDRAnetwork of Central Sprinkler distribution centers. You may This Sign -Type B • Building is Protected by a�Designed write directly to Central Sprinkler Sprinkler System Company, or call (215) 362-0700 for the distributor nearest you. Locti I AUXILIARY DRAIN " on Guarantee: Central Sprinkler No.of Sprinklers Company will repair and/or replace any products found to be Basis of defective in material or 1.DENSRY p a OF DISCHARGE GPMBO.FT. workmanship within period of Sign -Type C2. saw one year from date of shipment. FRONTSystem Demand Please refer to the current Price . 1.WATER FLOW RATE GPM List for further details of the t •• . • RESIDUAL„ PSI warranty. ASECFTHEIUSER Conversion Table: 1 inch=25.400 mm BACK 1 foot=0.3048 M - Awe • 1 pound= 0.4536 kg WHENVALVEIS ' Conversions are approximate. EENTRAL Central Sprinkler Company 451 N.Cannon Avenue. Lar=dale. PA 19446 ©1995 Centrai Sorinxler Company Phone(215)362 ?700 Printed in U.S.A. FAX (215)362-5385 Si9rs - fire Protection trim valves illustrated index Bronze Bronze Gate Valve NUMERICAL G "t'"� Union t'"� Ring Gate Design 175 L WWP. 175 lb.W.M. Resilient sealing INDEX TFE ring seat 150 Ib.W.W.P. Fig. Page No. No. KT-65.................. 11 KT-67.................. 11 KT-180 ................ 12 r F KT-211-W....... KT-291-W3............. 14 KT-403-W.............. 15 KT s5 KT-67 KT-190 KT-580 ................ .16 Rubber Disc Rubber Disc Rising stem Sizes%,it"1' Sizes'A'On 1' Sizes W thru r KT-585-70 ............. 17 Threaded ends Threaded ends Threaded ends Bronze Globe Valve Bronze Side Outlet Globe Valve Bronze Ohedc Valve Screwan Bonnet Screw-in Bonnet Horaonrizonial swan 200 m.WWP. 40016.W.W.P. 2W.WPg S 4 -� 'k P • KT-211-W KT-291-W3 KT-403-W TFE Disc Buna-N Disc Buna-N Disc sizes W on r Size,A' Y pattern -waded8f 1ds; Threaded ends Saes,ti'thru 3 7 Threaded ends Bronze Ball Vahe Bronze Bell Valve 4 Ring of Design Pad Ring Bell Design FuU Port 400 lb.W.W.P. 4001tL W.WP airy FY 1 KT-580 K TFE seats T-595-70 Sures R'lln r TFE seats Thf8aded ends Sizes%,dn 11 ' — Threaded ends -'.1 10 NIBCO INC.,ELKHART, INDIANA rhu I to 11UISI B-'ffUUUU I ti 1. I e No. 80 No.88CPCH No.200 No.235 Bronze Ball Valve Cap&Chain Assembly Strainer with Ball Drip Valve 400 WOG—1/4'—2" For Hose Valve Steel Plug 1/2'&3/4" See Page 1 1 1/2'x 2 1/2' 1/4'-2 See Page 36 See Page 11 See Page 25 i • xt} No. 125S No.126S No.176 PA No.175S Bronze Globe Valve Bronze Angle Valve Angle Valve Nitrile Disc with Aluminum 200 WOG—1/4"-2' 200 WOG—1/4'-2' 200 V;OG—2" Handwheel See Page 5 See Page 5 See P ae 8 200 WOG— 1/2'- 1' See Page 8 �. No.99S No.210 Bronze Check Valve Bronze Swing Check Valve rU;Y ' with orifice in Disc.200 WOG—1/4'-2 r, ilr ' See Page 15 200 WOG—114"-2' See Page 14 J •.r f N ,r 8 No. BAC o- P I 9 1i _1 =educing Adaptor -cr Hose ose V alve _ '12"Female x 1 1/2 Male hose thread ad ,.se Page 11 No.50 No.70HRP No.76 Spring Loaded Lift = Indicator Gauge Test Valve Check Valve PSI 400 WOG— 1/8"• 1/4" 400 WOG— 1/4'-2' ?, 1 114" See.Page 36 See Page 20 :=a Page 41 45 FIRE PROTECTION PRODUCTS Y UL LISTED FM APPROVED No.88 No.88H No.67 Bronze Hose Valve Bronze Hose .aiveNo.68 Iron Body Grooved Check Valve Female r..Female Threads Female x Ma:_-nreaos 250 WOG—4' Iron Body Screwed Check;Valve 300 WOG-1 1/2"x 2 1/2' 300 WOG—- :/2'x 2 1j2' See Page 12 250 WOG Page 12 See Page 11 See Page 11 See, age 12 UL LISTED .:r No.126S No.18 No.90 Bronze Angle Valve 0 S&Y Gate Valve Iron Body Wafer Check Valve 200 WOG—2'Only 175 WOG—1`-2' 250 WOG—4%6'.&8' See Page 5 See Page 29 9 See Page 13 >aa. � Y l 'AM? No.125S No.132 Bronze Globe Valve Inspector's Test&Relief Valve No.30 200 WOG—2'Only Hose Valve See Page 5 200 PSI WOG—1' 300 WOG— See Page 9 1'& 1 1/2'NH See Page 36 AS +t�� 1`f.' ^'�����.�p r �+'r't•��. +rl.:::-:%.,=�• .. . . •t • ' 11' .q„ �(r.' 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Vii,' •R .r. i C:.t:t:f�l �1 `.}. •^• .ry ! i J T °• t• r,' .• Ari,' :••' ''[::) °^' • .+•'- ':%`r D[r- .t.5_.-4N • 4� 't t'K.'? � ,[r _•'�...�: n.r' r7 •'�F ":'J• -0 .,y „I•,". _•l'r'/ ^♦ ^^, ,a•�•" '"•' t:v .'.f,♦(r,••/r r f'-� t, �r•[�r_hx;, q7•v 6' . ;rJ /' -':' ,. - t. � •f r.• !r 1 • n w�' aL` ••• •,... .. :.'34 > ra „^ .r' >r 1 /$' ']i.i � •• - �:.:!%l. �r,•i• r• ♦. -r.� � Z�:•'r:•. •'r .^' n+' n�a 'r:(:r f...� �'C' •i ,,r � :i•nY1�t)�r�SIS?!42 �.7b a•• „1� �� t�,: �. •L`� ?S. :�/'' '-c moi:�•• n+'••• :Jd'''t• .R '%�S':C.�Y-r V r ?: t , ,r1• [ 'r:�'{[1� •••t- � ,r; -t, .. .!. >•a :,. ;:..�c :'�• •, " n'`, .' :cr::. r'1 fl;S •w•: �' r .�.v� �� \ ,?�::�trYr t:TA•1+T ..t+. .J`'• err-tl•• 0 ^ ,Ir:� -1 r,.'r''.-1..,'�:.�•'+• "t ;•:;I i.; ~��•C r5/ '�� .f- �r r).•Y.I.'r�tet'f.••T/,tl y.,y`r�i't/_i. •'�'. el';. ^,r.' r•' ' •' •�:i•�. •r••7 rw`. "��/�i c,. .•rr..•_�,.;•• ,•. ��,r.t'j�•:�• ••.r ;+.i :1=i[.. • ',._.. .. r. : ..-1.. t,_ r ..I.•...•r_n .!:1 �•.' - .)r•�`r.. f_r L. �. •r •..-1, .�t�� INSTALLATION INSTRUCTIONS Fumes: If the filling cup is above the highest sprinkler, FireFighter and FireFighter PG have no hazardous use the following installation procedure: fumes. 1. Close the water supply valves and drain the =' system. System Requirements and Limitations: All fire protection sprinkler systems w 2. Add FireFighter or FireFighter PG to the system interized with through a filling cup. z- '`�` FireFighter or FireFighter PG should conform to local. - state and NFPA requirements.The use of antifreeze 3. Use the end sprinklers to vent air from the piping. within these systems should also conform to NFPA =f=� .yl,y . -• requirements. -. _ •..n�y, ; , 4. Back out all of the sprinklers slightly, until antifreeze appears.This assures that the piping is ' Use of antifreeze solutions should also be in completely filled and all air has been purged from conformance with any state or local health codes. the system. :• Please contact your local health authorities if you ;7 have any questions concerning the codes in your area. ; If the filling cup is NOT above the highest sprinkler,use one of the following installation Maintenance: ' �� procedures: '. • Because the chemicals which compose FireFighterFvj 1. Administer FireFighter or FireFighter PG at the ' and FireFighter PG can break down over time,systems `''' ' highest sprinkler branch line using a filling cup. The should be tested to determine the level of freeze -_ drop pipe should be filled through the filling cup as protection at the beginning of each freezing season. shown in the diagram below. _To test the freeze protection level of FireFighter,use a v„ 2. Tighten the sprinkler heads and open the valve small hydrometer to determine the specific gravity of _ „:: marked1 until the drop pipe and the section of pipe the solution.To maintain a—15°F flow protection,the above valve =1 are empty. specific gravity of FireFighter should be 1.141 at 17 F. ;:".. 3: Close valve =1. Close the filling connection valve. _To test the freeze protection level of FireFi hter PG, use a small hydrometer to determine the specific ;=,,. 4r Slowly open the supply valve wide. " gravity of the solution.To maintain a—15°F flow Or; protection,the specific gravity of FireFighter PG should • '�, U be 1.030 at 77°F. >>• Use a small pump to add FireFighter or FireFighter PG to the system at the valve marked 2 in the diagram _When the test indicates that the solution has. below. weakened. em pty the system and replace with fresh _ FireFighter or FireFighter PG• according to the • :M� HEATED AREA " installation instructions. UNHEATED AREA =r. Filling Cup Sprinkler Head Water supply I VAago" •''. — Non-Freezing 12 ms. Solution •4 Approves Indicating - _ Valve Wall ' Drop 5 h.min Check Valve -2 `MGM [1/32"hole in Clapper)� LDrain Valve -- 2j Please an m mE:r.w�i for addinmml mformaimn. - $A-. 16 LA CONCENTRATIONS FireFighter and FireFighter PG are intended to be used 0 14 •un diluted only. .7, 7. 4' 2 5), MAILABILITY W� 114 FireFighter and FireFighter PG are available throughout the U.S. through wholesale distributors. *Mvt v7 Please contact The Noble Company for your local a2 representative and wholesaler. �e *2 TECH SUPPORT • • Specifications, installation design, installation 3 "Mi- techniques. and unique applications will be reviewed upon request.Address inquiries ATTN:FireFighter z Technical Support. �*............ Field service is available through factory representatives Aj, and Noble Company staff. Contact The Noble Company W. for local representatives. t The Noble Company .......... 614 Monroe Street Grand Haven, Michigan 49417 Ilk 691 47, .J 1 Ch Phone:(5161 B42-7844 k 0—(-7V,Jja G;2 G- (6161842-1547 ......... S t 03 V j Y-N .71 tj ?t7 :3 It Printed In USA '11989 The NOW Co.Form#FFPIG 289 A A ZI t 110RTly ?0� �1D ! �0 3 • " O O - L sAcHusEBO ' ARD OF HEALTH �i 6 2003 NORTH ANDOVER, MASS. APPLICATION FOR WELL AND PUMP PERMIT C� *�4 Permit # -z©03,vim �3 -`? `- Date A permit is requested to drill a well � install a pump LOCATION: //0 /4,1 D �� 4_e Lot # /2 Owner ►20 �1 �U �G �-�-� Address p(y��`. Tel Well Contrctr a �� ��LAdd. a� Tel -�5�� ��0 Pump ContrctrTel ********************** ***********aaast**** ********************* **** WELLS (To be completed at time of pump test. ) Type of well Use Diameter of well � Size of casing_ Depth of bed rock___L ' / Depth casing into bedrock ,,32. r Seal been tested? Yes (x) No (_) Date of test 5~� 9-a 3 Depth of well 7 '� Water-bearing rock G-94,j,' Depth to water f �� Delivers GPM for I r Fq� Drawdown 75� feet afterum in (how long?) P P� 5 7 hours at // PM Date of completion ,� �_ O3 titJ. **************************************nagnature o well c PUMPS (To be filled in before installation. ) Name & size of pump CJS 14 .P. . A M--� :. Type U �J�M Size of tank L, )c- z-S 1 Pump delivers 1� GPM Pipe used in well: Cast iron (_) Galvanized (_) Plastic ( X ) /do P-s>> Sleeve used to protect pipe? Yes (_) No (k ) Type well seal Datecj� installer natur of *************** *******************g******* nap Date water analysis report submitted to Board of Health -------------- Plumbing inspector Wiring inspector Board of Health • .assachusetts Department of Environmental Management Office of Water Resources 122776 Well Completion Report rS (OPTIONAL) LATITUDE LONGITUDE .gin: Property Owner: Mailing Address- ,,-zr A1111 City/Tow Map Assessors Lot#: NOTE: Assessors Map and Lot s#y andatory if no street address available of Health permit obtained: Yes E Not Required ❑ Permit Num " �r�3 Date Issued "Z 3-0 x� WORK PERFORMED 3. PROPOSED USE 4. DRILLING M OD New Well ❑ Abandon p,Domestic ❑ Irrigation ❑ Cable ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal F-1 Auger ❑ Replace ❑ Other p Air Hammer ❑ Direct Push ❑ Industrial ❑ Other Mud Rotary ❑ Other 5. WELL LOG cc Unconsolidated Consolidated fi. SITE-'SKETCH use Permeability ( pefmanent landmarks with distances) < CU> a > m d From (ft) To (ft) 3t High Low V s co v m Other Rock Type t _ 7ST K 7. WELL CONSTRUCTION 8.OAS-ING _ Total Depth Drilled From (ft) To (ft) Casing Type and Material Size O.D. (in) Well Seal Type Date Drilling Complete - 9. SCREEN From (ft) To (ft) Slot Size Screen Type and Material f Screen Diameter 10. FILTER PACK/GROUT/ABANDONMENT MATERIAL' 11,ADDITIONAL WELL INFORMATION From (ft) To (ft) Material DescriptionPur ose Developed? �. Yes El No p Fracture 1 Enhancement? L_5Yes ❑ No A Method .A YI7X+ _ F)4--A C_ Disinfected? Yes ❑ No 2. WELL TEST DATA(PRODUCTION WELLS) 13-STATIC WATER LEVEL(ALL WELLS) Date ethod Yield Time Pumped Drawdown to Time Recovery to Depth Below (GP.M) s & min) (. (hrs & min) (Ft. B ) D e M sur Ground Surf ce (FT) 96 14. PERMANENT PUMP(IF AVAILABLE) 15.NAMEIADDRESS OF PUMP INSTALLATION COMPANY Pump Description Ct-.L-Dsr v + P,2Slt�G-Qd Horsepower � f�, dLL int Co_ r�C.. . :lump Intake Depth (ft) Nominal Pump Capacity (gpm) X 16. COMMENTS . r 17. WELL DRILLER'S STATEMENT This well was drilled and/or abandoned under my-supervision, according to applicable rules and regulations, and this report is complete=Registration he best of my knowledge. )tiller: i_ S;u erv' ' (11" j p ismg griller Signature: #:I I�I I I t -irm: NOTE: Well Completion Reports musDate: �'..� -' �—� RigPermit#: .� t be filed by the registered well driller within 30.days of well completion. BOARD OF HEALTH COPY • _,8023 THORSTENSEN LAS PAGE 02 ,�ESTFOSD, MA 01886 (978)692-8395 FAX(978)692-0023 1.800-649-TEST ,ver 73684 Report Date: 6/05/03 Sample Information, Joseph Barbegallo I 10 Duncan Dr, 120 Duncan Dr. N.Andover MA N. Andover MA 01845 Sampled by: CM Rollins Date Received: 6/4/03 Date Sampled: 6/4/03 erti icate of Ansis - Test Pararrieter ESA LlTlllt Results Units Total Coliform(P) 0 0* perl OOml Fecal C'olif6rm/E.coli(P) Absent Absent perlooml Arsenic(P) 0.05 0.006 mg/L Calcium Not Spec. 51.2 mgt, Copper(S) 1.3 <0.02 mg/L Iron(S) 0.3 0.19 mg/L Lcad(.P) 0,015 <0.001 mg/L Magnesiuin Not Spec. 10.9 mg/L Manganese(S) 0.05 # 0.09 mg/L Potassium Not Spec. 1.4 mg/L Sodium See Note 22.0 mg/L Alkalinity(S) Not Spec. 133 mg/L Ammonia-N Not Spec. <0.03 mg/L Chloride(S) 250 37.2 mg/L Chlorine Not Spec. {0.02 mg/L Color(S) 15 15 CPU Conductivity Not Spec. 423 umhos/em Fluoride(S) 4.0 0.6 mg/L Hardness Not Spec. 173 mg/L Nitrate-N(11) 10 0.53 mg/L Nitrite-N(P) 1 <0.01 mg/L Odor 3 2 TON PH(S) 6.5-8.5 7.5 SU Sulphate(S) 250 32.8 mg/L Turbidity Not Spec. 5.9 NTU Sediment pos/neg neg Legends, (P)-Primary EPA Standard,(S)=Secondary EPA Standard,#--Exceeds EPA Limit, TNTC=Too Numerous to Count, *Background Bacteria Noted,'=Exceeds Advisory Limit Sodium Advisory Limits,Masa R20,NH-250. This water sample as submitted is considered SAFE to drink according to EPA/FMA guidelines. However,one or more parameters exceeds secondary limits as denoted by the#sign. Massachusetts Certification#MA048 Michael P.Ca son,for Thorstensen Laboratory Inc. a NORTH oTownfAndover y, 0 , No. �O�// ~ * f� �- LAO dover, Mass., COC HIC K€WICK ADRATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System J THIS CERTIFIES THAT... O .... Ar�� /0..,. ... C....A.....#..l //4/oL BUILDING INSPECTOR ... Foundation has permission to erect ............. C...� �/D ;.D.f�NCrQN ?�RIV� p buildings on .....1. .... ................ ..................... Rough to be occupied as. .RSO r!!1� �,� a 1 Q 1 J 1� ND .... RT%V Chimney provided that the person accepting this permit shall in every respect conform to the terms of theIpplication on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. dy a 4 Q O .... PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR C Rough .. .. . .. ....... ...... ....................................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE smoke Det. ORTH own o �� � ?0 ..:.� 6. Andover No. ori' ndover, Mass., -00 0 3 T O ICKE COC MIC ME WICK A. '3' P'PC �SSAC Ht1S�� IT FOR EXCAVATION AND FOUNDATION n T �- THIS CERTIFIES THAT OC......�al N !� ��D... o r.... a��., a...//D......eAI l�/�A� has permission to excavate and pour foundation at '� AO CA N 74 for the purpose of... ��.0? �� �of!�.1.0 ��a move/we �//V k*"*",***,6P.%/0/dPVrW-- 8...... ............---........................ ................. ...... The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. /00/ /3 /e 7A � /SS woup VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BLDG. PERMIT EEE$ 7� — LESS FDA FEF-i m P . ... ... . ............................................. . . . .. ........................... DUE FRAME PERMIT$ a — BUILMNG INSPECTOR Date. . HORTM 3?O <.... .. 4, TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING SSACHUSE� This certifies that . ... �. . .. V has permission to perform . . . P.s?.. . . � M . . . . . . . . . . . . . . plumbing in the buildings of . . . 3T .�. �. ! .n. . . . . . . . . . . . . at . . . .1.. . .� . . . . . . . . . . . . . . . . . . . . . . A . . . . . ., North Andover, Mass. Fee. 02 3. .Lic. No.. ! a3 ��aZ 2 M t C. . . . . — 3 S © PLUMBIN INSPECTOR Check # �( 57G � MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS ' (G Date /611/09 03 Building Locationy-' � //' Owners Name -)cif �/',�y9�,�}eC0 Permit# Amount Type of Occupancy New E Renovation 1:1 Replacement Plans Submitted Yes No FIXTURES con Z z H c wa w x aZ CnUw a x F Cr Z a Con C �a H x x z z SLRBM )E�15IIVII�TI' lS)C FIDOR 3V1 FIDOR �>EI�ODR 4IH MOOR 5M)FI M 6M H" 'TIII HIM SIH HDOR (Print or type) Check one: Certificate Installing Company Name ❑ Corp. Address Partner. Business Telephone / lj Firm/Co. Name of Licensed Plumber: 4 �n ,11w- Insurance Coverage: Indicate the type of insuranc coverage by checking the appropriate box: Liability insurance policy nj� Other type of indemnity ❑ Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations,performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts S-t6ie Plumbing Code ana Chapter of the General Laws. s By: Signature-OP-1-1celisea FlumDer Tyge of Plumbing License Title 7C 2 3 City/Town License Numoer Master .rnl---%urneyman ❑ APPROVED(OFFICE USE ONLY Date. . . . . . . . ... NONTM TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION �9SSACHUSEt This certifies that .?jsinstallation . . . . . . . . . ... . . . . . has permission for 1 /�. in the buildings of .4 . . . . . . .��: . 1. . . .,. .�Z��. . . . . . . . fi at .�,!� ����.��:'��. :?--.'., North Andover, Mass. Fee. �.. Lic. No.. ; " GASINSPECTOR - /`check# c;'5-5-�� 7 ti 4595 MASSACHUSETTS UNIFORM APP CATON FOR PERMIT TO DO GAS FTITi NG (Type or print) Date NORTH ANDOVER,MASSACHUSE*-'' Building Locations l0 %/�W� '" Permit# Amou Owner's Name Newm- Renovation ❑ Replacement ❑ Plans Submitted ❑ W z a C6 W a o U H x x z o w F a zz ° z H C w t � °" x Q z a . GCf) w z W z x w cWh � w F v a w z J � z Q d O O W O W F o L x w o 3 a o a v a > SUB -BASEM ENT BASEM EN.T IST . FLOOR 2 N D . F L O O R 3 R D . F L O O R 4TH . F L O O R LT H . F L O O R H . F L O O R H . FLOOR H . FLOOR (Print or type) Check one: Certificate Installing Company Name ❑ Corp. Address j,�l/ ��/i �...,.� ❑ Partner. Business Telephone ❑ Firm/Co. Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes L12a No❑ If you have checked yes,please indicat e type coverage by checking the appropriate box. E-1Liability insurance policy Other type of indemnity 1:1 Bond Ea Y Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ 1 hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations d under P it Issued for his application will be in compliance with all pertinent provisions of the Massachusetts e Ga ode a 42 oft General Laws_ . gnature of Licensed Plumber Or Gas Fitter By: 9G"� 3 Title umber City/Town ❑ Gas Fitter License Number Elster APPROVED(OSCE USE ONLY) ❑ Journeyman "ZO 4, Location .l/b �-� a, ; a t No. Date 1-)3 N°ITh TOWN OF NORTH ANDOVER + s Certificate of Occupancy $ �'�S'•^°U Nu��� Building/Frame Permit Fee $ s.+cs Foundation Permit Fee $ F Other Permit Fee $ TOTAL $ ,3d y = i FF1 O Check # 16546 Building Inspdctbr L,/ V