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HomeMy WebLinkAboutMiscellaneous - 425 Waverley Road (2) 425 WAVERLEY ROAD ', ��➢ 210/022.0-0130-0000.0 -- r' ` '�/''� � ��i /���;�;� G� G�/ /��'�� rte`- ,/����� G ✓ __-i fes... HORTIy , ,y Town of North Andover Office of the Planning Depalme (UO • `� Community Development and Services Divis•ion SSACHU5 Osgood Landing 2105 JUN 26 ; 10; g 1600 Osgood Street Lincoln Daley Building#20,Suite 2-36 NorthAndover, Massachusetts 01845i•'i1;�T(? Town Planner - P(978)688-9535 A S„S. F(978)688-9542 NOTICE OF DECISION Any appeal shall be filed within (20)days after the date of filing this Notice in the office of the Town Clerk. Date: June 22, 2006 Date of Hearings: May 30, 2006, June 20, 2006 Decision date: June 20, 2006 Petition of: Stephen Smolak, 762 Dale Street North Andover, MA 01845 Premises Affected: 425 Waverly Road,North Andover, MA 01845 Map 22, Parcel 130 Referring to the above petition with provision of M.G.L. Chapter 40A, Section 9, 11, & Section 8.3, 10.3 1, of the North Andover Zoning Bylaw for a Site Plan Review Special Permit so as to allow for the construction of a 4 unit 8,000 sq. ft. residential building with associated two-car garages, and associated site improvements and limited grading work and landscaping. located within the R-4 Zoning District. At a public hearing given on the above date, the Planning Board voted to APPROVE a Site Plan Review Special Permit, upon a motion made by Alberto Angles, 2"d by Jack Green with language as amended vote was unanimous 4-0 Signed: t Lincoln Daley, Town neer c: Applicant F_ngineer Richard . ]'daidella, Chairman Abutters Tohn Simons, Vice Chair ro,v-n Departments -Alberto AAgles .Tack Green BOARD OFA PPE LS at a-'15. 1 BL,ILDI.\G 688-0545 CONSER�A(ION,nY i +s?Q HFAI FH PI_1\ ,I.NC , Page 5 Stephen Smolak y 415 Waverley Road,`lap 22 Parcel 130 Site Plan Special Permit The Planning Board herein approves the Site Plan Special Permit to construct a 4-unit, 8,000 sq. ft. residential building with associated two-car garages, limited grading work and landscaping. The residential building is located on 425 Waverley Road, Assessor's Map 22, Parcel 130 in the Residential 4 (R4) Zoning District. The parcel is comprised of approximately 26,000 sq. ft. with frontage on Waverley Road. This Special Permit was requested by Stephen Smolak, 762 Dale Street, North Andover, MA 01 845. The application was tiled with the Planning Board on May 8, 2006. The applicant submitted a complete application, which was noticed and reviewed in accordance with Section 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL C.40A, Sec. 9. i The Planning Board makes the following findings as required by the ;North Andover Zoning Bvlaws Section 8.3 and 10.3: � I FINDINGS OF FACT: 1) The specific site is an appropriate location for the proposed 4-unit residential building, as the proposal will dramatically improve the quality and appearance of the dilapidated pre-existing structure on the property. 2) The proposal will be constructed in the same location of the pre-existing building utilizing a larger footprint. The new structure will remedy many of the safety concerns and structural problems involving the pre-existing building. Further, the proposal reduces the number of dwelling units on the property from 5 units to 4 units. 3) The use as proposed will not adversely affect the neighborhood as a sufficient buffer and landscaping has been provided along the perimeter of the site. The landscaping has been placed so as to enhance the appearance along the frontage of Waverley Road and the abutting properties. All plantings and screening depicted on the approved plans referenced herein shall remain in perpetuity over the life of the project. 4) There will be no nuisance or serious hazard to vehicles or pedestrians. The proposal improves pedestrian safety and vehicular circulation within the site. The number of vehicle trips from this site will be negligible. Given the scope and size of the project, there will be no significant increase in the amount of traffic entering,leaving the site on to Waverley Road. 5) The landscaping approved as part of this plan meets the requirements of Section 8.4 as amended by the Planning Board, of the North .Andover Zoning Bylaw. The landscape plan enhances the appearance of the property and improves the overall character of the area. I Che applicant has met the requircmerits of the Town for Site Plan Re,,iew as stated in Section 8.3 of the Zoning Bylaw; �) :adequate and appropriate facilities will be provided for the proper operation of the proposed use. The new 4-unit residential building will be serviced by town �v,aer and selicx. -On November 12, 2002, the ZBA ranted a :special Permit for relief from Section 4, Page 2 of 8 b Stephen Smolak 325 Waverley Road, Map 22 Parcel 130 Site Plan Special Permit Paragraph 4.122(14) and Table 1 to allow for the structure to be used as a tour family dwelling unit. 9) On %-larch 9, 2004, the Board granted a Special Permit from Section 9, Paragraphs 9.1 and 9.2, and Section 4, Paragraph 4.122 of the Zoning Bylaw in order to extend the footprint of the previously granted Special Permit for a 4-unit structure with the following conditions. 10)On September 21, 2004, the Board granted a Special Permit to modify the approved Special Permit (19,04) to allow the existing structure on the site to be razed and replaced in the same footprint with a new two-unit structure and previously approved attached 2-unit structure. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35, but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: Permit Definitions: i) The"Locus" refers to the 26,000 shown on Assessors Map 22, Lot 3 0, and also known as 425 Waverley. R. parcel of land with land Road on aver North as Andover, Massachusetts. Y , Noh ii) The"Plans" refer to the plans prepared by Christiansen& Sergi, 160 Summer Street, Haverhill, MA 01830 dated 11/17,04, Revised 3/21/05, 5/10/05, 6;`8i'06, entitled "Site Plan Located in North Andover Prepared For Stephen Smolak North Andover, MA 01845" Charles Hope Co., LLP, 370 Great Pond Road, North Andover, Massachusetts 01845" and consisting of sheets 1 through 9. iii) The "Project"or"425 Waverley Road"refers to the construction of a 8,000 s.f., 4-unit residential building, 8 parking spaces, limited grading work and landscaping. iv)- The-"Applicant refers to Stephen Smolak, the applicant for the Special Permit. v) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time, which can include but is not limited to the applicant. developer, and owner. 1) The developer shall designate an independent Environmental Monitor who shall be chosen in _onultation ��ith the1 Planning and Commu , Staff nity Development Staff: The ErnIrownental Monitor must be ;1�a]lable upon four .� p (4) hours inspect t he Si Board designated official. n1 tc with the Planning the : pplicant shall designate .gin independent construction monitor Nvho shall be chosen in consultation with the Planning Department. 'The construction monitor must be available ..,Pon four (4) hours nctice to inspect the si"c with :hc Planning Hoard designated official. Page 3 of 8 A Stephen Smolak �+ 425 Waverley Road,Map 22 Parcel 130 Site Plan Special Permit The construction monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of thero'ect. The monthly p � reports shall detail area of non-compliance, if any, and actions taken to resolve Y o e these issues. 3) PRIOR TO THE ENDORSEMENT OF THE PLANS BY THE PLANNING BOARD, THE .APPLICANT MUST COMPLY WITH THE FOLLOWING CONDITIONS: A) The final plans must be reviewed and approved by the DPW and the Planning Department and be endorsed by the Planning Board. The final plans must be submitted for review within ninety(90) days of filing the decision with the Town Clerk. B) The final site drainage system must be designed in accordance with the Town Bylaw requirements and reviewed by the Division of Public Works. All storm water drainage control facilities utilized by the site shall be shown on the site plan. Storm water drainage calculations which support the design of the control facilities shown the plan shall be submitted to the Department of Public Works for review and approval. Written confirmation of said review and approval by the Department of Public Works must be submitted to the Planning Department. artment. 4) PRIOR TO THE START OF CONSTRUCTION A) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. B) All applicable erosion control measures must be'in place and reviewed and approved by the Planning P Department. C) it shall be the responsibility of the developer to assure that no erosion on the site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off-site sewer or other off-site construction. Off- site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with the plan; provided, however, that the Planning Board shall give the developer written notice of any such f riding and ten days to cure said condition. D) Yellow "Caution" tape must be placed along the limit of clearing and grading as shown on the plan. The Planning Department must be contacted prior to any cutting and or clearing on site. E) A pre-construction meeting must be held with the deNeloper, their construction employees and Planning Department to discuss scheduling of inspections and inspections to be conducted on the project. F) The developer shall provide the Planning Board with copies of permits, plans and decisions received from all North Andover Land-Use Boards. Page 4 of 8 Stephen Smolak 425 Waverley Road,,Nlap 22 Parcel 130 Site Plan Special Permit G) A site opening erosion control bond shall be in the total amount of five thousand dollars ($5,000) for the purpose of covering any contingencies that might affect the public welfare such as site opening, clearing, erosion control and performance of any other condition contained herein. The Guarantee shall be in the form of a bond acceptable to the Town and made payable to the Town of North Andover escrow account. H) A bond in the amount of five thousand dollars ($5,000.00) shall be posted for the purpose of insuring that a final as-built plan showing the location of all on-site structures. The bond is also in place to insure that the site is constructed in accordance with the approved plan. This bond shall be in the form of a check made out to the Town of North Andover. This check will then be deposited into an interest bearing escrow account. 5) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT A) Three (3) copies of the signed, recorded plans must be delivered to the Planning Department. B) One certified copy of the recorded decision must be submitted to the (Tanning Department. C) The applicant shall adhere to the following requirements of the North Andover Fire Department and the North Andover Building Department: 1. All structures must contain a commercial fire sprinkler system. The plans and hydraulic calculations for each commercial system shall be submitted for review and approval by the North Andover Fire Department. Plans and hydraulic calculations for each commercial system must also be supplied to the Building Department. 6) DURING CONSTRUCTION A) Dust mitigation must be performed weekly, or more frequently as directed by the Town Planner, throughout the construction process. B) Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times and fenced off to minimize any dust problems that may occur with adjacent properties. C) In an effort to reduce noise levels, the developer shall keep in optimum working order, through rcaular maintenance, any and all equipment that shall emanate sounds ti-om the structures or site. 7) PRIOR TO THE ISSUANCE OFA CERTIFICATE OF OCCUPANCY A) 'The building must have any and all fire sprinklers installed in accordance with the -lassachusetts rencral E.aws Chapt6,:r 148 Scction 26. Page 5 of 8 i Stephen Smolak •125 Waverley Road,Nlap 22 Parcel 130 Site Plan Special Permit B) The applicant must submit a letter from the architect and engineer of the project stating that the building, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. Alternatively, the applicant andbr property owner may provide a bond, determined by the Planning Board: to cover the full amount of the landscaping materials and installation if weather conditions do not permit the completion of the landscaping prior to anticipated occupancy. C) The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. D) The commercial fire sprinkler systems must be installed in accordance with referenced standard NFPA 13D and in accordance with 780 CMR, Chapter 9 of the Massachusetts State Building Code. Certification that the systems have been installed properly in accordance with the above referenced regulations must be provided from both the North Andover Fire Department and the North Andover Building Department to the applicant. The applicant must then provide this certification to the North Andover Planning Department. 8) PRIOR TO THE FINAL RELEASE OF ALL SECURITY AND ESCROWED FUNDS A) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the Project Owner's expense. B) A final as-built plan showing final topography, the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to the Planning Department. 9) GENERAL CONDITIONS A) Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die must be replaced by the project owner in perpetuity. B) Snow removal may be stored on the designated storages areas shown on said plans referenced below to the extent possible, but shall be trucked off site whene"er snow exceeds onsite storage capacity. C) The contractor shall contact Dig Safe .at Icast 72 hoursP rior to commencing g .an y D) Gas, "Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. ` Page 6 of 8 i Stephen Smolak 125 Waverley Road,Niap 22 Parcel 130 Site Plan Special Permit E) The hours for construction shall be limited to between 7:00 a.m. and 5:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m. on Saturday. F) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. G) No underground fuel storage shall be installed except as may be allowed by Town Regulations. H) 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. I) Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. J) Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the developer must submit revised plans to the Planning Board for approval. K) This Special Permit approval shall be deemed to have lapsed two years after the May 30, 2006 granting of this special permit, exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two year period or for good cause. For purposes of this development, the developer shall be deemed to have undertaken substantial use or construction if the developer has begun renovation of the existing structures. L) This Site Plan Review Special Permit approval is based upon the following information which is incorporated into this decision by reference: 1) Plan titled: Site Permit Plan Located in North Andover,Massachusetts Prepared for: Stephen Smolak 762 Dale Street North Andover, MA 01815 Prepared by: Christiansen& Sergi 160 Summer Street Haverhill,�1A 01830 Scale: 1" 40' Date: 10,05;03. Revised 09,'24;04 Sheets: Sheet 1 of i Site Plan dated 11, 17.04, Revised 6,8,06, Sheets 1 -9 Report titled: Drainage Analysis for 425 Waverly Road in!�iorth:kndover. Massachusetts Prepared for: Stephen Smolak 762 Dale Street Page 7 of 8 Stephen Smolak 325 Waverley Road,.Nlap 22 Parcel 130 Site Plan Special Permit :worth Andover, MA 01845 Prepared by: Christiansen&Sergi 160 Summer Street Haverhill, MA 01830 Scale: I" =40' Date: 10,05/03, Revised 09,?4,04 Sheets: Sheet 1 of 1 Site Plan dated 11. 1',04, Revised 6,8.06, 1 -9 cc: Director of Public Works Building Inspector Town tilanager Conservation Administrator Drainage Consultant Planning Board Police Chief Fire Chief Applicant Engineer File N --40 > c_ _ �- M j t� _r E5 Page 8 of 8 i Engineering & Surveying Services 70 Bailey's Court Haverhill Ma 01832 (978) 556-0284 August 24, 2007 To: Lincoln Dailey, Town Planner RE: 425 Waverly Road Condo's units 1 thru 4 Lincoln, This letter is to inform you that the project at 425 Waverly Road has been completed in substantial compliance with the special permit granted. Any questions regarding this matter, please feel free to contact me at 978.556.0284. 01 Sincerely, -' `�S�Et'�,E�� //fGls�,NC� Stephen DesRoche . Professional Land Surveyor 1 Robert Cummings&Associates,PLLC Robert B.Cummings, P.E. MA FPE no. 39299 NH FPE no.9628 181 Bow Bog Road Bow, NH 03304 (603)224-7453 fax(603)224-7467 I 'r _ _ . Fire Protection by Computer Design l 1 V TRI-STATE SPRINKLER CORP. r1Clrs N P.O. BOX 968 Fs.EF1`�TtC DERRY, NH 03038 603-421-2899 \�v Job Name 425 WAVERLY ROAD Building UNITS 1&2 -4 HEAD CALC. Location NORTH ANDOVER, MA System 1 Contract Data File smolaklX.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )N.FPA 13D Y Number of Sprinklers Flowing: ( ) l ( )2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 9.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH .I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.551 Psi Required 126.376 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/2/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E . Static (Psi) - 138 Elev. R Residual (Psi) - 135 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y i vvater supply curve (c;) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2- Residual Pressure: 130 C2 - Residual Flow 1561 150 140 C1Elevation D2 - System Flow 56.5505 2 D2 - System Pressure 126.376 130 Hose ( Demand ) P 120 D3 - System Demand 56.5505 R 110 Safety Margin 11.607 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 _ D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 riiunys Asea oummary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1'/ 1'/ 2 2'/ 3 3Y 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 18.0 4.2 9.6 na 13.01 .05 260 9.6 9 18.0 4.2 10.0 na 13.28 .05 260 9.6 11 18.0 4.2 11.35 na 14.15 .05 260 9.6 10 18.0 11.87 na 12 18.0 4.2 14.71 na 16.11 .05 260 9.6 13 18.0 16.02 na 6 18.0 18.26 na 7 9.0 36.69 na TASR 9.0 64.28 na BASR 1.0 76.65 na BKFL 1.0 94.23 na TEST 0.0 126.38 na The maximum velocity is 21.99 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***`*** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 13.01 1.101 0.0 13.000 9.600 K Factor= 4.20 to 150 0.0 0.0 0.0 9 13.01 0.0307 0.0 13.000 0.399 Vel = 4.38 9 13.28 1.101 1T 9.563 7.000 9.999 K Factor=4.20 to 150 0.0 9.563 0.0 10 26.29 0.1129 0.0 16.563 1.870 Vel = 8.86 0.0 26.29 11.869 K Factor= 7.63 11 14.15 1.101 IT 9.563 5.000 11.347 K Factor= 4.20 to 150 0.0 9.563 0.0 10 14.15 0.0358 0.0 14.563 0.522 Vel = 4.77 10 26.29 1.101 IT 9.563 7.000 11.869 to 154 0.0 9.563 0.0 13 40.44 0.2503 0.0 16.563 4.146 Vel = 13.63 0.0 40.44 16.015 K Factor= 10.11 12 16.11 1.101 2T 19.125 9.500 14.710 K Factor= 4.20 to 150 0.0 19.125 0.0 13 16.11 0.0456 0.0 28.625 1.305 Vel= 5.43 13 40.44 1.101 1 E 3.825 1.000 16.015 to 150 0.0 3.825 0.0 6 56.55 0.4655 0.0 4.825 2.246 Vel = 19.06 6 0.0 1.101 2E 7.65 14.000 18.261 to 150 IT 9.563 17.213 3.898 7 56.55 0.4654 0.0 31.213 14.528 Vel = 19.06 7 0.0 1.049 1 E 2.0 24.000 36.687 to 120 IT 5.0 7.000 0.0 TASR 56.55 0.8902 0.0 31.000 27.596 Vel = 20.99 TASR 0.0 1.049 IE 2.0 8.000 64.283 to 120 0.0 2.000 3.465 BASR 56.55 0.8902 0.0 10.000 8.902 Vel= 20.99 BASR 0.0 1.049 IT 5.0 2.000 76.650 to 120 1 Zfb 0.0 5.000 11.345 * Fixed loss= 11.345 BKFL 56.55 0.8901 0.0 7.000 6.231 Vel= 20.99 BKFL 0.0 1.025 1 G 1.35 40.000 94.226 to 150 1 T 6.75 8.100 0.433 TEST 56.55 0.6594 0.0 48.100 31.717 Vel = 21.99 0.0 56.55 126.376 K Factor= 5.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqCUFire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder Sprinklers designed for use in residen- WARNINGS " tial occupancies such as homes, The Series LFII(TY2284) Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers-described When aesthetics is the major consid- herein must be installed and main- _ . eration, the Series LFII (TY2284) tained in compliance with this docu- k should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- " in addition to the i e residential sprinkler systems for tion Association, one- and two-family dwellings and standards of any other authorities hav- Y 9 n 'un diction. Failure to do so may i s u manufactured homes per NEPA 13D; g/ y wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes BDeflector . . . . . . . . . . . Copper Body Characteristics: Bronze and water supply requirements. S rinkler/Model Y The flush design of the Series LFII p g Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER WARNING" that provides cautions Approvals: away. At this point the sprinkler to in vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C), permitting water to flow. ponents. Improper handling and in- stallation can permanently damage175 psi (12,1 bar) Y P a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psil'2(60,5 LPM/barl'2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/72°C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow N and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 inch Rise for 12 Inch Run) Area(e) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (rn) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°Ff72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) 3,7 9.6 psi(0,66 bar 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 16 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria.Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Des�gn charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and live as a function of ment. The improper use of corrosive The Series LFII (Sp?Sprinklers re Residential ULtemperature rating and the maxi- agents such other products atconta nchloride ions Flush Pendentdescribed, Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft.over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, itis essential that the Se- recommendations that may be accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire accordance with the obstruction rules sprinkler engineers, who comply fully diction. of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The s nn- 8813, ASTM 8828 and Copper Devel- may be utilized. p y' p opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system Piping. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- tem temperature rating and the maximum spacing between sprinklers is 8 feet p p p g P 9 mance with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be- g P and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 8813,ASTM 8828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internal) or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of onlyan number of design sprinklers is to be ASTM B 813 approved flux. Resival the four most hydraulically demanding pp _ . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 1&2-2 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl 'Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.283 Psi Required 67.499 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y water Supply curve (C;) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure : 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 ion 11.694 140 C1 D2 - Systetm Flow 28.2829 2 D2 - System Pressure 67.499 130 Hose ( Demand ) P 120 D3 -System Demand 28.2829 R 110 Safety Margin 70.496 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1% 1% 2 2'/ 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.56 na 14.28 .05 280 11.1 3 27.0 12.15 na 4 27.0 15.56 na 5 18.0 21.86 na 6 18.0 27.35 na 7 9.0 35.28 na TASR 9.0 42.94 na BASR 1.0 48.87 na BKFL 1.0 58.26 na TEST 0.0 67.5 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 1T 9.563 20.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.0 0.0352 0.0 29.563 1.040 Vel= 4.72 0.0 14.00 12.151 K Factor= 4.02 2 14.28 1.101 1T 9.563 6.500 11.565 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.28 0.0365 0.0 16.063 0.586 Vel = 4.81 3 14.00 . 1.101 1 E 3.825 13.000 12.151 to 150 1T 9.563 13.388 0.0 4 28.28 0.1292 0.0 26.388 3.409 Vel = 9.53 4 0.0 1.101 1T 9.563 9.000 15.560 to 150 0.0 9.563 3.898 5 28.28 0.1291 0.0 18.563 2.397 Vel= 9.53 5 0.0 1.101 1 E 3.825 10.000 21.855 to 150 3T 28.688 32.513 0.0 6 28.28 0.1292 0.0 42.513 5.492 Vel = 9.53 6 0.0 1.101 2E 7.65 14.000 27.347 to 150 1T 9.563 17.213 3.898 7 28.28 0.1292 0.0 31.213 4.032 Vel= 9.53 7 0.0 1.049 1 E 2.0 24.000 35.277 to 120 1T 5.0 7.000 0.0 TASR 28.28 0.2471 0.0 31.000 7.659 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 42.936 to 120 0.0 2.000 3.465 BASR 28.28 0.2470 0.0 10.000 2.470 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 48.871 to 120 1T 5.0 5.000 7.663 *Fixed loss = 7.663 BKFL 28.28 0.2470 0.0 7.000 1.729 Vel= 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 58.263 to 150 1T 6.75 8.100 0.433 TEST 28.28 0.1830 0.0 48.100 8.803 Vel= 11.00 0.0 28.28 67.499 K Factor= 3.44 i I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqCUFire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder r sprinklers designed for use in residen- WARNINGS tial occupancies such as homes, The Series LFII(TY2284) Residential ' }{" " apartments, dormitories, and hotels. Flush Pendent Sprinklers described When aesthetics is the major consid- herein must be installed and main- _x eration, the Series LFII (TY2284) tained in compliance with this docu- should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Physical Characteristics: pressures,enabling smaller pipe sizes and water supply requirements. Body . . . . . . . . . . . . Bronze Sp rnkler/Model Deflector . . . . . . . . . . . Copper The flush design of the Series LFII Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm), Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING' that provides cautions Approvals: vates with the deflector dropping into with respect to;handling and instal- UL and C-UL Listed. its operated position (Reference Fi - lation of sprinkler systems and com- g ponents. Improper handling and in- Maximum Working Pressure: ure 1C), permitting water to flow. stallation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psis/2(60,5 LPM/barli2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 162°F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(8) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°F172°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) _J4 3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 1616 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 18 18 18 GPM(68,1 LPM} 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY2284) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL blthat contain chloride ions described, mum allowable coverage area. Listed and C-UL Listed for installation whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, it is essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The sprin- B813,ASTM B828 and Copper Devel- may be utilized. klers are to be installed in the flush opment Association(CDA). Hydraulic Design. The minimum re- position per Figure 1 with the provided Conner snrink/er system nivina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any cop- are designed given in Table A a or NFPA a function Sprinkler Spacing. The minimum Part of a fire sprinkler system,the cop- ! g per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards allowable coverage areas. The sprin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 6813,ASTM B828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). number of design sprinklers is to be must done with use . only an B the four most hydraulically demanding ASTM B 813 approved flux. Residual . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 3&4-4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3X.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP 1ofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.64 Psi Required 116.323 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y II i i I i Water Supply Curve (C) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure : 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 C1 D1 - Elevation 7.796 140 D2 -System Flow 56.6401 2 D2 -System Pressure 116.323 130 Hose ( Demand ) P 120 D3 - System Demand 56.6401 R 110 Safety Margin 21.660 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ` TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/2 % 1 1'/. 1'/ 2 2'/z 3 3'/Y 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow i L t Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. 8 18.0 4.2 11.11 na 14.0 .05 280 11.1 10 18.0 4.2 11.59 na 14.3 .05 280 11.1 9 18.0 12.05 na 12 18.0 4.2 11.32 na 14.13 .05 280 11.1 14 18.0 4.2 11.45 na 14.21 .05 280 11.1 13 18.0 11.91 na 11 18.0 14.06 na 6 18.0 17.71 na 7 9.0 34.43 na TASR 9.0 54.08 na BASR 1.0 66.47 na BKFL 1.0 84.08 na TEST 0.0 116.32 na The maximum velocity is 22.02 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *" *** Notes Point Qt Pf/UL Eq v. Ln. Total Pf Pn 8 14.00 1.101 1T 9.563 17.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.0 0.0352 0.0 26.563 0.934 Vel = 4.72 0.0 14.00 12.045 K Factor= 4.03 10 14.30 1.101 1T 9.563 3.000 11.586 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.3 0.0365 0.0 12.563 0.459 Vel = 4.82 9 14.00 1.101 IT 9.563 6.000 12.045 to 150 0.0 9.563 0.0 11 28.3 0.1293 0.0 15.563 2.013 Vel = 9.54 0.0 28.30 14.058 K Factor= 7.55 12 14.13 1.101 1T 9.563 7.000 11.317 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.13 0.0357 0.0 16.563 0.592 Vel = 4.76 0.0 14.13 11.909 K Factor= 4.09 14 14.21 1.101 1 T 9.563 3.000 11.455 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.21 0.0361 0.0 12.563 0.454 Vel = 4.79 13 14.13 1.101 IT 9.563 7.000 11.909 to 150 0.0 9.563 0.0 11 28.34 0.1297 0.0 16.563 2.149 Vel = 9.55 11 28.30 1.101 IE 3.825 4.000 14.058 to 150 0.0 3.825 0.0 6 56.64 0.4667 0.0 7.825 3.652 Vel = 19.09 6 0.0 1.101 3E 11.475 16.000 17.710 to 150 0.0 11.475 3.898 7 56.64 0.4668 0.0 27.475 12.826 Vel = 19.09 7 0.0 1.049 2E 4.0 13.000 34.434 to 120 IT 5.0 9.000 0.0 TASR 56.64 0.8928 0.0 22.000 19.642 Vel = 21.03 TASR 0.0 1.049 1 E 2.0 8.000 54.076 to 120 0.0 2.000 3.465 BASR 56.64 0.8928 0.0 10.000 8.928 Vel = 21.03 BASR 0.0 1.049 1Zfb 0.0 2.000 66.469 to 120 1 T 5.0 5.000 11.362 * Fixed loss = 11.362 BKFL 56.64 0.8927 0.0 7.000 6.249 Vel = 21.03 BKFL 0.0 1.025 1G 1.35 40.000 84.080 to 150 IT 6.75 8.100 0.433 TEST 56.64 0.6613 0.0 48.100 31.810 Vel = 22.02 0.0 56.64 116.323 K Factor= 5.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers . 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants'to escape or be evacuated. Flush Pendent Sprinklers are decora tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS tial occupancies such as homes, The Series LFIi(TY2284)Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described 2 When aesthetics is the major consid- herein must be installed and main- z eration, the Series LFII (TY2284) twined in compliance with this docu- should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec-tion Association, in addition to the pipe residential sprinkler systems for standardsofanyotherauthoritieshav- one- and two-family dwellings and ing jurisdiction. Failure to do so may manufactured homes per NFPA 13D; wet pipe residential sprinkler systems _ impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible formaintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White, Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . . Bronze Srrnkler/Model Deflector . . . . . . . . . . . Copper The flush design of the Series LFII p Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 Operation help assure a perfect fit installation. p The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT - posed to sufficient heat from a fire,the Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING' that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C), permitting water to flow. ponents, Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi'/-'(60,5 LPM/bars/2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(81 Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°FR2°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) t(4,9 3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x1818 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) ,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 1 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Des►gn charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL mum allowable coverage area. that contain chloride ions described, Listed and C-UL Listed for installation whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the design area'comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head recommendationsthatmaybeaccept- Locations of sprinklers are to be in be installed only by experienced fire able the local Authority Having Juris- accordance with the obstruction rules sprinkler engineers, who comply fully diction, of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems B813,ASTM 8828 and Copper Devel- may be utilized. Operational Sensitivity. The s lush opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided CoPluer sprinkler system nlnina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards i allowable coverage areas. The s g prin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 13813,ASTM 6828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area,or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is to be ASTM B 813 approved flux. Residual the four most hydraulically demanding . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 3&4-2 HEAD CALC. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3.WXF i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I� TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.293 Psi Required 60.596 AT UG Summary C-Factor Used: Overhead 150 Underground 150 WWater Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. ' E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y water Supply Gurve (L) r TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 - Static Pressure : 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 D1 - 11.64 140 C1 D2 - Systetm ion Flow 28.29393 2 D2 - System Pressure 60.596 130 Hose ( Demand ) P 120 D3 -System Demand 28.2933 R 110 Safety Margin 77.400 E 100 S 90 S 80 U 70 D2 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1% 1% 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.58 na 14.29 .05 280 11.1 3 27.0 12.77 na 4 27.0 14.14 na 5 18.0 20.43 na 6 18.0 23.13 na 7 9.0 30.58 na TASR 9.0 36.02 na BASR 1.0 41.96 na BKFL 1.0 51.35 na TEST 0.0 60.6 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'*'* " Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 2E 7.65 30.000 11.111 K Factor=4.20 to 150 1 T 9.563 17.213 0.0 3 14.0 0.0352 0.0 47.213 1.661 Vel = 4.72 0.0 14.00 12.772 K Factor= 3.92 2 14.29 1.101 1 T 9.563 23.000 11.582 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.29 0.0365 0.0 32.563 1.190 Vel = 4.82 3 14.00 1.101 1 T 9.563 1.000 12.772 to 150 0.0 9.563 0.0 4 28.29 0.1292 0.0 10.563 1.365 Vel = 9.53 4 0.0 1.101 1T 9.563 9.000 14.137 to 150 0.0 9.563 3.898 5 28.29 0.1292 0.0 18.563 2.399 Vel = 9.53 5 0.0 1.101 1 E 3.825 7.500 20.434 to 150 1T 9.563 13.388 0.0 6 28.29 0.1293 0.0 20.888 2.701 Vel = •9.53 6 0.0 1.101 3E 11.475 16.000 23.135 to 150 0.0 11.475 3.898 7 28.29 0.1292 0.0 27.475 3.551 Vel = 9.53 7 0.0 1.049 2E 4.0 13.000 30.584 to 120 1T 5.0 9.000 0.0 TASR 28.29 0.2472 0.0 22.000 5.439 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 36.023 to 120 0.0 2.000 3.465 BASR 28.29 0.2472 0.0 10.000 2.472 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 41.960 to 120 1 T 5.0 5.000 7.663 * Fixed loss = 7.663 BKFL 28.29 0.2473 0.0 7.000 1.731 Vel = 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 51.354 to 150 1 T 6.75 8.100 0.433 TEST 28.29 0.1831 0.0 48.100 8.809 Vel = 11.00 0.0 28.29 60.596 K Factor= 3.63 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers 4.2 IC-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential ' occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS M f tial occupancies such as homes, The Series LFII(TY2284) Residentialt apartments, dormitories, and hotels. Flush Pendent Sprinklers described "^ When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) tained in compliance with this docu- should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems Impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible formaintain- Ver ( ,5 mm) Adjustment: inch Vertical(99,5 NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . . Bronze The flush design of the Series LFII Sprinkler/Model Deflector . . . . . . . . . . . Copper g Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 Operation help assure a perfect fit installation. p The sprinkler assembly contains a Small fusible solder element.When ex- Technical IMPORTANT - posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C),permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4,2 GPM/psi112 (60,5 LPM/bar1i2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 162 F/72 C Page 1 of 8 SEPTEMBER, 2004 TFP420 y Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(a) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) fcr 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F172°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) 4 3 x4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- PrecauffonaCV Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The ducts Flusheries Pendenit(Sprinklers areUtialL temperature rating and the maxi- thatnconta cts ontain chloride ions as flux, edescoriibed, Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE mantling sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head recommendations that maybe accept- Locations of sprinklers are to be in be installed only by experienced fire able the local Authority Having Juris- accordance with the obstruction rules sprinkler engineers, who comply fully diction. of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems B813,ASTM 8828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Coaper sprinklersystem ofvina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards (2 4 m). The maximum spacing be- allowable coverage areas. The sprin- tween sprinklers cannot exceed the and requirements for copper piping, kler flow rate is the minimum required length of the coverage area(Ref.Table including: NFPA13, 13D, 13R and 25, . discharge from each of the total ASTM 8813,ASTM B828,and Copper nA)being hydraulically calculated(e.g., umber of"design sprinklers"as speci- Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of p design sprinklers is to be the four most hydraulically demanding ASTM B 813 approved flux. Residual Robert Cummings&Associates,PLLC Robert B.Cummings, P.E. MA FPE no. 39299 NH FPE no.9628 . . . Fire Protection by Computer Design 181 Bow Bog Road BOW,NH 03304 (603)224-7453 fax(603)224-7467 b TRI-STATE SPRINKLER CORP. 0 -ar,a ) r P.O. BOX 968 c, hEN .T DERRY, NH 03038 g 603421-2899 `4 Job Name 425 WAVERLY ROAD Building UNITS 1&2 -4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak1X.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 .,ocation - NORTH ANDOVER, MA 3uilding - UNITS 1&2 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ). Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l ( ) 2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 9.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.551 Psi Required 126.'376 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/2/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 135 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y vvater ciupp y L:urve (L;) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 -Residual Flow 1561 150 D1 - 7.796 140 C1 D2 -Systetm Flow 56.5505 2 D2 -System Pressure 126.376 130 Hose ( Demand ) P 120 D3 - System Demand 56.5505 R 110 Safety Margin 11.607 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rnunys uses ournmary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1 Y< 1'/ 2 2'/ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req 8 18.0 4.2 9.6 na 13.01 .05 260 9.6 9 18.0 4.2 10.0 na 13.28 .05 260 9.6 11 18.0 4.2 11.35 na 14.15 .05 260 9.6 10 18.0 11.87 na 12 18.0 4.2 14.71 na 16.11 .05 260 9.6 13 18.0 16.02 na 6 18.0 18.26 na 7 9.0 36.69 na TASR 9.0 64.28 na BASR 1.0 76.65 na BKFL 1.0 94.23 na TEST 0.0 126.38 na The maximum velocity is 21.99 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 e ' Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 13.01 1.101 0.0 13.000 9.600 K Factor=4.20 to 150 0.0 0.0 0.0 9 13.01 0.0307 0.0 13.000 0.399 Vel = 4.38 9 13.28 1.101 1T 9.563 7.000 9.999 K Factor=4.20 to 150 0.0 9.563 0.0 10 26.29 0.1129 0.0 16.563 1.870 Vel= 8.86 0.0 26.29 11.869 K Factor= 7.63 11 14.15 . 1.101 1T 9.563 5.000 11.347 K Factor=4.20 to 150 0.0 9.563 0.0 10 14.15 0.0358 0.0 14.563 0.522 Vel = 4.77 10 26.29 1.101 1T 9.563 7.000 11.869 to 150 0.0 9.563 0.0 13 40.44 0.2503 0.0 16.563 4.146 Vel = 13.63 0.0 40.44 16.015 K Factor= 10.11 12 16.11 1.101 2T 19.125 9.500 14.710 K Factor=4.20 to 150 0.0 19.125 0.0 13 16.11 0.0456 0.0 28.625 1.305 Vel = 5.43 13 40.44 1.101 1 E 3.825 1.000 16.015 to 150 0.0 3.825 0.0 6 56.55 0.4655 0.0 4.825 2.246 Vel = 19.06 6 0.0 1.101 2E 7.65 14.000 18.261 to 150 1T 9.563 17.213 3.898 7 56.55 0.4654 0.0 31.213 14.528 Vel = 19.06 7 0.0 1.049 1 E 2.0 24.000 36.687 to 120 1T 5.0 7.000 0.0 TASR 56.55 0.8902 0.0 31.000 27.596 Vel = 20.99 TASR 0.0 1.049 1 E 2.0 8.000 64.283 to 120 0.0 2.000 3.465 BASR 56.55 0.8902 0.0 10.000 8.902 Vel = 20.99 BASR 0.0 1.049 1T 5.0 2.000 76.650 to 120 1Zfb 0.0 5.000 11.345 * Fixed loss= 11.345 BKFL 56.55 0.8901 0.0 7.000 6.231 Vel= 20.99 BKFL 0.0 1.025 1 G 1.35 40.000 94.226 to 150 1 T 6.75 8.100 0.433 TEST 56.55 0.6594 0.0 48.100 31.717 Vel = 21.99 0.0 56.55 126.376 K Factor= 5.03 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Buildings Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder Sprinklers designed for use in residen- WARNINGS ; tial occupancies such as homes, The Series LFII(TY2284) Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described When aesthetics is the major consid- herein must be installed and main- ` F eration, the Series LFII (TY2284) tained in compliance with this docu- should be the first choice. ment, as well as with the applicable =k ` The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Physical Characteristics: pressures,enabling smaller pipe sizes Body . .. . . . . . . s: Bronze and water supply requirements. The flush design of the Series LFII Sprinkler/Model Deflector . . . . . . . . . . . Copper g Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a small fusible solder element.When ex- IMPORTANT Technicalsmall to sufficient heat from a fire,the Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2(60,5 LPM/barii2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/72°C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP42O Minimum Flow N and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(a) Ft. (Max.2 Inch Rise (Max.81nch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 inch Run) than two sprinklers in a compartment. (m x m) 162°F/720C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) 3 7 9.6 psi(0,66 bar 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) i 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 16 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 1 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 be 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings Waings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- The Series LFII TY2284 Residential NFPA 13D and 13R as a function of meet. The improper use of corrosive ( as flux, Flush Pendent Sprinklers are UL temperature rating and the maxi- thatnconta contain chloride ions edescoriibed , Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft.over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE mantling sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, it is essential that the Se- recommendations that may be accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems 6813,ASTM 6828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- 1 meet STMAss8828 (CDA). klers are to be installed in the flush p ( ) Hydraulic Design. The minimum re- position per Figure 1 with the provided Coni e� r sprinkler system pjping. quired sprinkler flow rate for systems escutcheon Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards allowable coverage areas. The sprin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 8813,ASTM 6828 and Copper A beinghydraulically calculated(e.g., p ( )pp Y number F`design sprinklers as speci- maximuy12 feet for a 12 ft.x 2 . Development Association (CDA). An Pied in NFPA 13D or NFPA 13R. coverage area, or 20 feet fora 20 ft.x soldering in any part of a sprinklerstem, either internal) y For systems designed to NFPA 13,the 20 ft.coverage area). system, y or externally, number of design sprinklers is to be must be done with use of only an the four most hydraulically demanding ASTM B 813 approved flux. Residual . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 1&2-2 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest- Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.283 Psi Required 67.499 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y water 5uppiy Curve (G) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2- Residual Pressure: 130 C2 - Residual Flow 1561 150 C1 D1 - Elevation 11.694 140 D2 - System Flow 28.2829 2 D2 - System Pressure 67.499 130 Hose ( Demand ) p 120, D3-System Demand 28.2829 Safety Margin 70.496 R 110 E 100 S 90 S 80 U 70 1 D2 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ '/ 1 1% 1% 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow �I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.56 na 14.28 .05 280 11.1 3 27.0 12.15 na 4 27.0 15.56 na 5 18.0 21.86 na 6 18.0 27.35 na 7 9.0 35.28 na TASR 9.0 42.94 na BASR 1.0 48.87 na BKFL 1.0 58.26 na TEST 0.0 67.5 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST / I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 IT 9.563 20.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.0 0.0352 0.0 29.563 1.040 Vel= 4.72 0.0 14.00 12.151 K Factor= 4.02 2 14.28 1.101 1 T 9.563 6.500 11.565 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.28 0.0365 0.0 16.063 0.586 Vel = 4.81 3 14.00 1.101 1 E 3.825 13.000 12.151 to 150 1 T 9.563 13.388 0.0 4 28.28 0.1292 0.0 26.388 3.409 Vel = 9.53 4 0.0 1.101 IT 9.563 9.000 15.560 to 150 0.0 9.563 3.898 5 28.28 0.1291 0.0 18.563 2.397 Vel = 9.53 5 0.0 1.101 1 E 3.825 10.000 21.855 to 150 3T 28.688 32.513 0.0 6 28.28 0.1292 0.0 •42.513 5.492 Vel = 9.53 6 0.0 1.101 2E 7.65 14.000 27.347 to 150 IT 9.563 17.213 3.898 7 28.28 0.1292 0.0 31.213 4.032 Vel= 9.53 7 0.0 1.049 1 E 2.0 24.000 35.277 to 120 IT 5.0 7.000 0.0 TASR 28.28 0.2471 0.0 31.000 7.659 Vel= 10.50 TASR 0.0 1.049 1 E 2.0 8.000 42.936 to 120 0.0 2.000 3.465 BASR 28.28 0.2470 0.0 10.000 2.470 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 48.871 to 120 1 T 5.0 5.000 7.663 "' Fixed loss = 7.663 BKFL 28.28 0.2470 0.0 7.000 1.729 Vel = 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 58.263 to 150 1 T 6.75 8.100 0.433 TEST 28.28 0.1830 0.0 48.100 8.803 Vel= 11.00 0.0 28.28 67.499 K Factor= 3.44 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C® Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series Ull Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS tial occupancies such as homes, p The Series LFl1(TY2284) Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described t When aesthetics is the major consid- herein must be installed and main- ten# eration, the Series LFII (TY2284) tained in compliance with this docu- - should be the first choice. ment, as well as with the applicable a The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standardsofany other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 1311;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Physical Characteristics: pressures,enabling smaller pipe sizes Y and water supply requirements. Deflector . . . . . . . . . . . The flush design of the Series LFII Sprinkler/Model ody . Bronze Copper Brper g Valve Cap . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 Operation help assure a perfect fit installation. The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data Sheet TFP700 for the "INSTALLER components of the sprinkler to fall WARNING' that provides cautions q away. At this point the sprinkler to P Approvals: vates with the deflector dropping into with respect to:handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2(60,5 LPM/bars/2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 1620F/72°C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP42O b b Minimum Flow f �and Minimum Flow� 1 and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.81nch Rise for 12 Inch Run) Area 181 Ft. (Max.2 Inch Rise (Max.8 inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°FR2°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) 4 3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) X 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII • is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY2284) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL mum allowable coverage area. that contain chloride ions described, Listed and C-UL Listed for installation whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, it is essential that the Se- recommendations that may be accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The s rip- 13813,ASTM B828 and Copper Devel- may be utilized. p y' p opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system pining• quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet ace with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be- g P tween sprinklers cannot exceed the and requirements for copper piping, kler flow rate is the minimum required p including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 6813,ASTM 8828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, number of design sprinklers is to be For systems designed NFPA 13,the 20 ft.coverage area). must be done with use of only an n ASTM B 813 approved flux. Residual the four most hydraulically demanding i . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 3&4-4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3X.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . � I TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.64 Psi Required 116.323 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y i i Water Supply Curve (C) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure : 138 C2- Residual Pressure: 130 C2 - Residual Flow 1561 150 D1 - Elevation 7.796 140 C� D2 - System Flow 56.6401 2 D2 - System Pressure 116.323 130 Hose ( Demand ) p 120 D3 -System Demand 56.6401 Safety Margin 21.660 R 110 E 100 S90 S 80 U 70 R 60 E 50 40 30 20 1 D1 0 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1% 1'/2 2 2% 3 3'/ 4 5 6 8. 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 18.0 4.2 11.11 na 14.0 .05 280 11.1 10 18.0 4.2 11.59 na 14.3 .05 280 11.1 9 18.0 12.05 na 12 18.0 4.2 11.32 na 14.13 .05 280 11.1 14 18.0 4.2 11.45 na 14.21 .05 280 11.1 13 18.0 11.91 na 11 18.0 14.06 na 6 18.0 17.71 na 7 9.0 34.43 na TASR 9.0 54.08 na BASR 1.0 66.47 na BKFL 1.0 84.08 na TEST 0.0 116.32 na The maximum velocity is 22.02 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 14.00 1.101 1T 9.563 17.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.0 0.0352 0.0 26.563 0.934 Vel = 4.72 0.0 14.00 12.045 K Factor= 4.03 10 14.30 1.101 1 T 9.563 3.000 11.586 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.3 0.0365 0.0 12.563 0.459 Vel = 4.82 9 14.00 1.101 1 T 9.563 6.000 12.045 to 150 0.0 9.563 0.0 11 28.3 0.1293 0.0 15.563 2.013 Vel = 9.54 0.0 28.30 14.058 K Factor= 7.55 12 14.13 1:101 1T 9.563 7.000 11.317 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.13 0.0357 0.0 16.563 0.592 Vel = 4.76 0.0 14.13 11.909 K Factor= 4.09 14 14.21 1.101 1T 9.563 3.000 11.455 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.21 0.0361 0.0 12.563 0.454 Vel = 4.79 13 14.13 1.101 1 T 9.563 7.000 11.909 to 150 0.0 9.563 0.0 11 28.34 0.1297 0.0 16.563 2.149 Vel = 9.55 11 28.30 1.101 1 E 3.825 4.000 14.058 to 150 0.0 3.825 0.0 6 56.64 0.4667 0.0 7.825 3.652 Vel = 19.09 6 0.0 1.101 3E 11.475 16.000 17.710 to 150 0.0 11.475 3.898 7 56.64 0.4668 0.0 27.475 12.826 Vel = 19.09 7 0.0 1.049 2E 4.0 13.000 34.434 to 120 1T 5.0 9.000 0.0 TASR 56.64 0.8928 0.0 22.000 19.642 Vel = 21.03 TASR 0.0 1.049 1 E 2.0 8.000 54.076 to 120 0.0 2.000 3.465 BASR 56.64 0.8928 0.0 10.000 8.928 Vel = 21.03 BASR 0.0 1.049 1Zfb 0.0 2.000 66.469 to 120 1 T 5.0 5.000 11.362 *Fixed loss = 11.362 BKFL 56.64 0.8927 0.0 7.000 6.249 Vel = 21.03 BKFL 0.0 1.025 1G 1.35 40.000 84.080 to 150 1T 6.75 8.100 0.433 TEST 56.64 0.6613 0.0 48.100 31.810 Vel = 22.02 0.0 56.64 116.323 K Factor= 5.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants'to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder r ; . sprinklers designed for use in residen- WARNINGS tial occupancies such as homes, The Series LFII(TY2284)Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) tained in compliance with this docu- f �s should be the first choicement, as well as with the applicable standards of the National Fire Protec- pipe residential sprinnkleerr systems for The Series LFII are used in wet tion Association, in addition to the one- and two-family dwellings and standards of any other authorities ha v- manufactured manufactured homes per NEPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems _ impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch(9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, y questions. or Antique an (60,5) K-factor that provides the re- wBrass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . Bronze The flush design of the Series LFII Sprinkler/Model Deflector . . . . . . . . . . . Copper g Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to help assure a perfect fit installation. SIN TY2284 Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1 C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2 (60,5 LPM/bar1i2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 162°F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(e) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) _(4,3 x 4E(4,9x 3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Des►gn charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- ment. The improper use of corrosive The Series LFII (TY2284) Residential agents such as flux, other products temperature rating and the maxi- Flush Pendent Sprinklers are UL P g that contain chloride ions described, P Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head recommendations that maybe accept- Locations of sprinklers are to be in be installed only by experienced fire able the local Authority Having Juris- diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems 8813,ASTM 8828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler systepLpjnino. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any are designed given in Table A aDor s a function3of Sprinkler Spacing. The minimum Part of a fire sprinkler system,the cop- ! g spacing between sprinklers is 8 feet per piping must be installed in confor- temperature rating and the maximum mance with all applicable standards (2 4 m). The maximum spacing be- allowable coverage areas. The sprin- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 8813,ASTM B828,and Copper number of"design sprinklers"as speck A)being hydraulically calculated(e.g., Development Association (CDA). Any maximum 12 feet for a 12 ft.x 12 ft. Pied in NFPA 13D or NFPA 13R. soldering in any part of a sprinkler coverage area, or 20 feet fora 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is to be ASTM B 8 o approved flux. Residual the four most hydraulically demanding a _ _ Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 I Job Name 425 WAVERLY ROAD Building UNITS 3&4-2 HEAD CALC. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.293 Psi Required 60.596 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y Water Supply Curve (L) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure : 138 C2 - Residual Pressure: 130 C2- Residual Flow 1561 150 D1 - Elevation 11.694 140 C1 stem Flow 28.2933 2 D2 -System Pressure : 60.596 130 Hose ( Demand ) p 120 D3 - System Demand 28.2933 R 110 Safety Margin 77.400 E 100 S 90 S 80 U 70 D2 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.W. USA 03087 Fittings used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1 Y4 1'/z 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.58 na 14.29 .05 280 11.1 3 27.0 12.77 na 4 27.0 14.14 na 5 18.0 20.43 na 6 18.0 23.13 na 7 9.0 30.58 na TASR 9.0 36.02 na BASR 1.0 41.96 na BKFL 1.0 51.35 na TEST 0.0 60.6 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 2E 7.65 30.000 11.111 K Factor=4.20 to 150 1 T 9.563 17.213 0.0 3 14.0 0.0352 0.0 47.213 1.661 Vel = 4.72 0.0 14.00 12.772 K Factor= 3.92 2 14.29 1.101 1 T 9.563 23.000 11.582 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.29 0.0365 0.0 32.563 1.190 Vel = 4.82 3 14.00 1.101 IT 9.563 1.000 12.772 to 150 0.0 9.563 0.0 4 28.29 0.1292 0.0 10.563 1.365 Vel = 9.53 4 0.0 1.101 1 T 9.563 9.000 14.137 to 150 0.0 9.563 3.898 5 28.29 0.1292 0.0 18.563 2.399 Vel = 9.53 5 0.0 1.101 1 E 3.825 7.500 20.434 to 150 IT 9.563 13.388 0.0 6 28.29 0.1293 0.0 20.888 2.701 Vel = 9.53 6 0.0 1.101 3E 11.475 16.000 23.135 to 150 0.0 11.475 3.898 7 28.29 0.1292 0.0 27.475 3.551 Vel = 9.53 7 0.0 1.049 2E 4.0 13.000 30.584 to 120 1 T 5.0 9.000 0.0 TASR 28.29 0.2472 0.0 22.000 5.439 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 36.023 to 120 0.0 2.000 3.465 BASR 28.29 0.2472 0.0 10.000 2.472 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 41.960 to 120 1 T 5.0 5.000 7.663 * Fixed loss= 7.663 BKFL 28.29 0.2473 0.0 7.000 1.731 Vel = 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 51.354 to 150 1 T 6.75 8.100 0.433 TEST 28.29 0.1831 0.0 48.100 8.809 Vel = 11.00 0.0 28.29 60.596 K Factor= 3.63 Computer Programs b H dratec Inc. Route 111 Windham 9 Y Y N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. r, Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGSk ' tial occupancies such as homes, The Series LFII(TY2284)Residential ' ' * ~$ apartments, dormitories, and hotels. Flush Pendent Sprinklers described A} : When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) twined in compliance with this docu- should be the first choice. ment, as well as with the applicable •, The Series LFII are to be used in wet standards of the National Fire Protec- ` pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices, including four stories in height per The owneris responsible formaintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Physical Characteristics: pressures,enabling smaller pipe sizes Y and water supply requirements. Deflector . . . . . . . . . . . The flush design of the Series LFII Sprinkler/Model Body . Bronze Copper 9 Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Orifice Seal . . . . . . . . . Copper Identificationcutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data Sheet TFP700 for the "INSTALLER components of the sprinkler to fall away. At this point the sprinkler WARNING' that provides cautions Approvals: to vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- ponents. Improper handling and in- Maximum Working Pressure: ure 1 C),permitting water to flow.sta/lation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2 (60,5 LPM/barli2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/720C Page i of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP42O Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(el Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (mxm) 162°F/72°C 162°FR2°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) 4 3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria be installed in a non-corrosive environ- * The flow rates given in Table A for ment. The improper use of corrosive The Series LFII (TY2284) Residential NFPA 13D and 13R as a function of agents such as flux, other products Flush Pendent Sprinklers are UL temperature rating and the maxi- that contain chloride ions described, Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head recommendations that maybe accept- able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems y'Operational Sensitivity. The s rm_ 8813,ASTM B828 and Copper Devel- may be utilized. p p opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Conner sprinkler system nigina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R - 9 part of a fire sprinkler system,the cop are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- tem erature ratio and the maximum spacing between sprinklers is 8 feet p g mance with all applicable standards allowable coverage areas. The sprin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required be- tween sprinklers cannot exceed the q 13 p p 5, q including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM B813,ASTM 8828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any maximum 12 feet for a 12 ft.x 12 ft. Pied in NFPA 13D or NFPA i3R. soldering in any part of a sprinkler area , or 20 feet for a 20 ft.x system, either internal) For systems designed to NFPA 13,the coverage e area). y y or externally, 20 ft.Covera number of design sprinklers is to be g ) must be done with use of only an the four most hydraulically demanding ASTM B 813 approved flux. Residual Robert Cummings&Associates, PLLC Robert B.Cummings, P.E. MA FPE no. 39299 NH FPE no.9628 181 Bow Bog Road Bax(603)224--7467 (603)224-7453 . _ . Fire Protection by Computer Design M q� d �a TRI-STATE SPRINKLER CORP. 'o Z P.O. BOX 968 ,gip<Pt,1` DERRY, NH 03038 o t1 � F IRE YRUTf 603-421-2899 I Job Name 425 WAVERLY ROAD Building UNITS 1&2-4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak1X.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP 1ofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 9.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.551 Psi Required 126.376 AT TEST q q Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/2/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 135 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y I I i I r vvaier ciuppiy c;urve (u) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 s C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 D1 - 7.796 140 C1 D2 - Systetm Flow 56.5505 130 2 D2 -System Pressure 126.376 Hose ( Demand ) P 120 D3 - System Demand 56.5505 R 110 Safety Margin 11.607 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 wrongs uses summary i • TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name 1/ '/ 1 1114 11/ 2 2% 3 31/ 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req 8 18.0 4.2 9.6 na 13.01 .05 260 9.6 9 18.0 4.2 10.0 na 13.28 .05 260 9.6 11 18.0 4.2 11.35 na 14.15 .05 260 9.6 10 18.0 11.87 na 12 18.0 4.2 14.71 na 16.11 .05 260 9.6 13 18.0 16.02 na 6 18.0 18.26 na 7 9.0 36.69 na TASR 9.0 64.28 na BASR 1.0 76.65 na BKFL 1.0 94.23 na TEST 0.0 126.38 na The maximum velocity is 21.99 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 13.01 1.101 0.0 13.000 9.600 K Factor=4.20 to 150 0.0 0.0 0.0 9 13.01 0.0307 0.0 13.000 0.399 Vel = 4.38 9 13.28 1.101 1 T 9.563 7.000 9.999 K Factor=4.20 to 150 0.0 9.563 0.0 10 26.29 0.1129 0.0 16.563 1.870 Vel = 8.86 0.0 26.29 11.869 K Factor= 7.63 11 14.15 1.101 IT 9.563 5.000 . 11.347 K Factor=4.20 to 150 0.0 9.563 0.0 10 14.15 0.0358 0.0 14.563 0.522 Vel = 4.77 10 26.29 1.101 IT 9.563 7.000 11.869 to 150 0.0 9.563 0.0 13 40.44 0.2503 0.0 16.563 4.146 Vel = 13.63 0.0 40.44 16.015 K Factor= 10.11 12 16.11 1.101 2T 19.125 '9.500 14.710 K Factor=4.20 to 150 0.0 19.125 0.0 13 16.11 0.0456 0.0 28.625 1.305 Vel = 5.43 13 40.44 1.101 1 E 3.825 1.000 16.015 to 150 0.0 3.825 0.0 6 56.55 0.4655 0.0 4.825 2.246 Vel = 19.06 6 0.0 1.101 2E 7.65 14.000 18.261 to 150 IT 9.563 17.213 3.898 7 56.55 0.4654 0.0 31.213 14.528 Vel= 19.06 7 0.0 1.049 1 E 2.0 24.000 36.687 to 120 IT 5.0 7.000 0.0 TASR 56.55 0.8902 0.0 31.000 27.596 Vel = 20.99 TASR 0.0 1.049 1 E 2.0 8.000 64.283 to 120 0.0 2.000 3.465 BASR 56.55 0.8902 0.0 10.000 8.902 Vel= 20.99 BASR 0.0 1.049 1T 5.0 2.000 76.650 to 120 1Zfb 0.0 5.000 11.345 * Fixed loss = 11.345 BKFL 56.55 0.8901 0.0 7.000 6.231 Vel= 20.99 BKFL 0.0 1.025 IG 1.35 40.000 94.226 to 150 IT 6.75 8.100 0.433 TEST 56.55 0.6594 0.0 48.100 31.717 Vel = 21.99 0.0 56.55 126.376 K Factor= 5.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building y Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LF11 Residential Flush Pendent Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder 5 A sprinklers designed for use in residen- WARNINGS l �k tial occupancies such as homes, The Series LFII(TY2284)Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described ss} When aesthetics is the major consid- herein must be installed and main- r eration, the Series LFII (TY2284) tained in compliance with this docu- t should be the first choice. ment, as well as with the applicable }r ' The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities ha v- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Characteristics: Physical s: pressures,enabling smaller pipe sizes Body l Ch . . . . . . s: Bronze and water supply requirements. The flush design of the Series LFII Spr►nklerlModel Deflector . . . . . . . . . . . Copper 9 Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference into poolatin ts.of Improperkler handlistemsng and coin- Maximum Working Pressure: ure 1C), permitting water to flow. ponents. Improper handling and in- stallation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2(60,5 LPM/barl/2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 162°F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(e) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (mxm) 162°F/72°C 1621F172°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 16 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer.to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY rink) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL P g listed and C-Uthat contain chloride ions described, L Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft.over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufactures Accordingly, it is essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Otional SensitivitTh8813,ASTM 8828 and Copper Devel- may be utilized. peray. e sprin- o ment Association(CDA). klers are to be installed in the flush p ( ) Hydraulic Design. The minimum re- position per.Figure 1 with the provided Copper sprinkler system plyina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards allowable coverage areas. The sprin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 6813,ASTM 8828 and Co er number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA).Any Pied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internal) or external) For systems designed NFPA the 20 ft.coverage area). mASTM B 813 approved be done with use of only an number of design sprinklers is t to be the four most hydraulically demanding flux. Residual . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 1&2-2 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 • Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.283 Psi Required 67.499 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y I water Supply (;urve (G) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 .ti 150 ion 11.694 140 C1 D2 -Systetm Flow : 28.2829 2 D2 -System Pressure 67.499 130 Qtylose -A4 Qty Hose ( Demand ) P 120 D3 - System Demand 28.2829 R 110 Safety Margin 70.496 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ < 1 1% 1Y 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.56 na 14.28 .05 280 11.1 3 27.0 12.15 na 4 27.0 15.56 na 5 18.0 21.86 na 6 18.0 27.35 na 7 9.0 35.28 na TASR 9.0 42.94 na BASR 1.0 48.87 na BKFL 1.0 58.26 na TEST 0.0 67.5 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 IT 9.563 20.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.0 0.0352 0.0 29.563 1.040 Vel = 4.72 0.0 14.00 12.151 K Factor= 4.02 2 14.28 1.101 1T 9.563 6.500 11.565 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.28 0.0365 0.0 16.063 0.586 Vel= 4.81 3 14.00 1.101 1 E 3.825 13.000 12.151 to 150 IT 9.563 13.388 0.0 4 28.28 0.1292 0.0 26.388 3.409 Vel = 9.53 4 0.0 1.101 IT 9.563 9.000 15.560 to 150 0.0 9.563 3.898 5 28.28 0.1291 0.0 18.563 2.397 Vel = 9.53 5 0.0 1.101 1 E 3.825 10.000 21.855 to 150 3T 28.688 32.513 0.0 6 28.28 0.1292 0.0 42.513 5.492 Vel = 9.53 6 0.0 1.101 2E 7.65 14.000 27.347 to 150 IT 9.563 17.213 3.898 7 28.28 0.1292 0.0 31.213 4.032 Vel = 9.53 7 0.0 1.049 1 E 2.0 24.000 35.277 to 120 IT 5.0 7.000 0.0 TASR 28.28 0.2471 0.0 31.000 7.659 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 42.936 to 120 0.0 2.000 3.465 BASR 28.28 0.2470 0.0 10.000 2.470 Vel = 10.50 BASR 0.0 1.049 1 Zfb 0.0 2.000 48.871 to 120 1T 5.0 5.000 7.663 * Fixed loss = 7.663 BKFL 28.28 0.2470 0.0 7.000 1.729 Vel = 10.50 BKFL 0.0 1.025 1G 1.35 40.000 58.263 to 150 IT 6.75 8.100 0.433 TEST 28.28 0.1830 0.0 48.100 8.803 Vel = 11.00 0.0 28.28 67.499 K Factor= 3.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush. Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. f.. Flush Pendent Sprinklers are decora- tive, ecora tive, fast response, fusible solder fG ` sprinklers designed for use in residen- WARNINGS 'S tial occupancies such as homes, The Series LFII(TY2284)Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described �^ p P When aesthetics is the major consid- herein must be installed and main- eration, the Series LF11 (TY2284) Pained in compliance with this docu- � a should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Physical Characteristics: pressures,enabling smaller pipe sizes Boy . . . . . . s: Bronze and water supply requirements. Sprinkler/Model y • • • • • • • • • • pp Deflector Copper The flush design of the Series LFII Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING' that provides cautions Approvals: vales with the deflector dropping into with respect to.handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1 C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2(60,5 LPM/barl/2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/72°C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(e) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) 4 3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 1 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- ment. The improper use of corrosive The Series LFII (TY2284) Residential agents such as flux, other products Flush Pendent Sprinklers are UL temperature rating and the maxi- that contain chloride ions described, Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, itis essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. _accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems B813,ASTM B828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with.the provided Copper sprinkler system piping. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards allowable coverage areas. The sprin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 6813,ASTM 8828,and Copper number of"design sprinklers"as speck A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is to be ASTM B 813 approved flux. Residual the four most hydraulically demanding . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 i i Job Name 425 WAVERLY ROAD Building UNITS 3&4-4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3X.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l ( )2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.64 Psi Required 116.323 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 PLocation: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y Water Supply Curve (C) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 D1 - Elevation 7.796 140 C1 D2 - System Flow 56.6401 2 D2 - System Pressure 116.323 130 Hose ( Demand ) P 120 D3- System Demand 56.6401 R 110 Safety Margin 21.660 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/2 % 1 1'/4 1'/2 2 2'/ 3 3'/Z 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 18.0 4.2 11.11 na 14.0 .05 280 11.1 10 18.0 4.2 11.59 na 14.3 .05 280 11.1 9 18.0 12.05 na 12 18.0 4.2 11.32 na 14.13 .05 280 11.1 14 18.0 4.2 11.45 na 14.21 .05 280 11.1 13 18.0 11.91 na 11 18.0 14.06 na 6 18.0 17.71 na 7 9.0 34.43 na TASR 9.0 54.08 na BASR 1.0 66.47 na BKFL 1.0 84.08 na TEST 0.0 116.32 na The maximum velocity is 22.02 and it occurs in the pipe between nodes BKFL and TEST i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 14.00 1.101 IT 9.563 17.000 11.111 K Factor= 4.20 to 150 0.0 9.563 0.0 9 14.0 0.0352 0.0 26.563 0.934 Vel = 4.72 0.0 14.00 12.045 K Factor= 4.03 10 14.30 1.101 IT 9.563 3.000 11.586 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.3 0.0365 0.0 12.563 0.459 Vel = 4.82 9 14.00 1.101 1 T 9.563 6.000 12.045 to 150 0.0 9.563 0.0 11 28.3 0.1293 0.0 15.563 2.013 Vel = 9.54 0.0 28.30 14.058 K Factor= 7.55 12 14.13 1.101 1 T 9.563 7.000 11.317 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.13 0.0357 0.0 16.563 0.592 Vel = 4.76 0.0 14.13 11.909 K Factor= 4.09 14 14.21 1.101 1 T 9.563 3.000 11.455 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.21 0.0361 0.0 12.563 0.454 Vel = 4.79 13 14.13 1.101 1 T 9.563 7.000 11.909 to 150 0.0 9.563 0.0 11 28.34 0.1297 0.0 16.563 2.149 Vel = 9.55 11 28.30 1.101 1 E 3.825 4.000 14.058 to 150 0.0 3.825 0.0 6 56.64 0.4667 0.0 7.825 3.652 Vel = 19.09 6 0.0 1.101 3E 11.475 16.000 17.710 to 150 0.0 11.475 3.898 7 56.64 0.4668 0.0 27.475 12.826 Vel = 19.09 7 0.0 1.049 2E 4.0 13.000 34.434 to 120 IT 5.0 9.000 0.0 TASR 56.64 0.8928 0.0 22.000 19.642 Vel = 21.03 TASR 0.0 1.049 1 E 2.0 8.000 54.076 to 120 0.0 2.000 3.465 BASR 56.64 0.8928 0.0 10.000 8.928 Vel = 21.03 BASR 0.0 1.049 1Zfb 0.0 2.000 66.469 to 120 1 T 5.0 5.000 11.362 * Fixed loss= 11.362 BKFL 56.64 0.8927 0.0 7.000 6.249 Vel = 21.03 BKFL 0.0 1.025 1G 1.35 40.000 84.080 to 150 IT 6.75 8.100 0.433 TEST 56.64 0.6613 0.0 48.100 31.810 Vel = 22.02 0.0 56.64 116.323 K Factor= 5.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building y Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants'to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS = F . tial occupancies such as homes, The Series LFII(TY2284)Residential u apartments, dormitories, and hotels. Flush Pendent Sprinklers described < n~ When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) tained in compliance with this docu- m should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 1313; Ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NEPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch(9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White, Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . Bronze The flush design of the Series LFII Sprinkler/Model Deflector . . . . . . . . . . . Copper g Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the `INSTALLER WARNING' that provides cautions Approvals: away. At this point the sprinkler to P pp vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- ponents. Improper handling and in- Maximum Working Pressure: ure 1 C), permitting water to flow.stallation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi1/2(60,5 LPM/bar1i2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 1620F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP42O Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(8) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (mxm) 162°F/72°C 162°FR2°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) .14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) t4,3 4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) 5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL mum allowable coverage area. that contain chloride ions described, Listed and C-UL Listed for installation whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the foursprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 recommendations for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the oval Authhat Havingaybe c uric- Locations of sprinklers are to be in be installed only by experienced fire able the local Authority Having Juris- accordance with the obstruction rules sprinkler engineers, who comply fully diction. of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems 8813,ASTM B828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Confer sprinkler system 12112ina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any are designed yen in Table A a oa function3of Spacing. The minimum Part of a fire sprinkler system,the cop- Sprinklerg spacing between sprinklers is 8 feet per piping must be installed in confor- temperature rating and the maximum mance with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be- g p tween sprinklers cannot exceed the and requirements for copper piping, kler flow rate is the minimum required including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 8813,ASTM B828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is be ASTM B 813 approved flux. Residual the four most hydraulically demanding _ _ _ Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603421-2899 Job Name 425 WAVERLY ROAD Building UNITS 3&4-2 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.293 Psi Required 60.596 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y �I water Supply Curve (L) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 l 150 D1 - Elevation 11.694 140 C1 D2 -System Flow 28.2933 2 D2 -System Pressure 60.596 130 Hose ( Demand ) p 120 D3 -System Demand 28.2933 Safety Margin 77.400 R 110 E 100 S 90 S 80 U 70 D2 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings uses Summary s TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/Z 9/, 1 1% 1% 2 2'/ 3 3Y 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12. 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.58 na 14.29 .05 280 11.1 3 27.0 12.77 na 4 27.0 14.14 na 5 18.0 20.43 na 6 18.0 23.13 na 7 9.0 30.58 na TASR 9.0 36.02 na BASR 1.0 41.96 na BKFL 1.0 51.35 na TEST 0.0 60.6 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 2E 7.65 30.000 11.111 K Factor=4.20 to 150 1 T 9.563 17.213 0.0 3 14.0 0.0352 0.0 47.213 1.661 Vel = 4.72 0.0 14.00 12.772 K Factor= 3.92 2 14.29 1.101 1T 9.563 23.000 11.582 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.29 0.0365 0.0 32.563 1.190 Vel = 4.82 3 14.00 1.101 1 T 9.563 1.000 12.772 to 150 0.0 9.563 0.0 4 28.29 0.1292 0.0 10.563 1.365 Vel = 9.53 4 0.0 1.101 1 T 9.563 9.000 14.137 to 150 • 0.0 9.563 3.898 5 28.29 0.1292 0.0 18.563 2.399 Vel = 9.53 5 0.0 1.101 1 E 3.825 7.500 20.434 to 150 1T 9.563 13.388 0.0 6 28.29 0.1293 0.0 20.888 2.701 Vel = 9.53 6 0.0 1.101 3E 11.475 16.000 23.135 to 150 0.0 11.475 3.898 7 28.29 0.1292 0.0 27.475 3.551 Vel = 9.53 7 0.0 1.049 2E 4.0 13.000 30.584 to 120 1 T 5.0 9.000 0.0 TASR 28.29 0.2472 0.0 22.000 5.439 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 36.023 to 120 0.0 2.000 3.465 BASR 28.29 0.2472 0.0 10.000 2.472 Vel = 10.50 BASR 0.0 1.049 1 Zfb 0.0 2.000 41.960 to 120 1 T 5.0 5.000 7.663 * Fixed loss= 7.663 BKFL 28.29 0.2473 0.0 7.000 1.731 Vel = 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 51.354 to 150 1 T 6.75 8.100 0.433 TEST 28.29 0.1831 0.0 48.100 8.809 Vel = 11.00 0.0 28.29 60.596 K Factor= 3.63 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- , tive, fast response, fusible solder Sprinklers designed for use in residen- WARNINGS ;Y $ F tial occupancies such as homes, The Series LFII(TY2284) ResidentialM apartments, dormitories, and hotels. Flush Pendent Sprinklers described z < When aesthetics is the major consid- herein must be installed and main- �h eration, the Series LFII (TY2284) tained in compliance with this docu- Al�, should be the first choice. meet, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- "- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homesp er NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible formaintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch(9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Booddyi . .al Characteristics: Bronze and water supply requirements. S rinkler/Model • • • • • • • • pp Deflector Copper The flush design of the Series LFII P Valve Ca . . . . Brass TY2284 features a separable es p ( > p Identification Orifice Seal . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER acti- WARNING'that provides cautions Approvals: v tes with ttAt lhepdeflector oint the sprinkler dropping into with respect to.handling and instal- UL and C-UL Listed.lationofsprinklersystemsandcom- its operated position (Reference Fig- ponents. Improper handling and in- Maximum Working Pressure: ure 11C), permitting water to flow. stallation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psis/2 (60,5 LPM/barl/2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 1620F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 L_ Page 2 of 8 TFP420 J i Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 inch Rise for 12 Inch Run) Area(a) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) t(4.9 3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x1818 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) ,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Des► h charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria be installed in a non-corrosive environ- The Series LFII TY2284 Residential NFPA 13D and 13R as a function of agents such as flux, other corrosive Flush Pendent(Sprinklers are UL temperature rating and the maxi- that contain chloride ions described, oducts Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, itis essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFI I(TY2284)flush sprinkler head able the local Authority Having Juris Locations of sprinklers are to be in be installed only by experienced fire comply full accordance with the obstruction rules sprinkler engineers, who diction. p g p y y of NFPA 13 for residential sprinklers. with NFPA13, 13D,13R and 25,ASTM System Type. Only wet pipe systems O erational Sensitivit The s nn B813,ASTM 8828 and Copper Devel- may be utilized. p y' p - opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system 12iging. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- tem erature rating and the maximum spacing between sprinklers is 8 feet p g mance with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be- g p tween sprinklers cannot exceed the and requirements for copper piping, kler flow rate is the minimum required length s the coverage area Ref.Table including: NFPA13, 13D, 13R and 25, discharge from each of the total g g ( ASTM 6813,ASTM B828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). number of design sprinklers is to be must be done with use of only an the four most hydraulically demanding ASTM B 813 approved flux. Residual i 4 1 Robert Cummings&Associates,PLLC Robert B.C9 mNHgFPE no.9628 MA RE no..3929 . 181 Bow Bog Road Bax(603)224 7467 (603)224-745 . . . Fire Protection by Computer Design OF Po TRI-STATE SPRINKLER CORP. P.O. BOX 968 ' FI0. RE cc i DERRY, NH 03038 603-421-2899 °,•IJ i Job Name 425 WAVERLY ROAD Building UNITS 1&2-4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolaklX.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l ( )2 (X) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 9.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.551 Psi Required 126.376 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/2/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 135 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y I vvaier supply curve (u) TRI-STATE SPRINKLER CORP. page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 ion 7.796 140 C1 D2 - Systetm Flow 56.5505 ni 2 D2 - System Pressure 126.376 130 Hose ( Demand ) P 120 D3 - System Demand 56.5505 R 110 Safety Margin 11.607 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 runnys uses oummary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/2 9/ 1 1'/< 1'/ 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 18.0 4.2 9.6 na 13.01 .05 260 9.6 9 18.0 4.2 10.0 na 13.28 .05 260 9.6 11 18.0 4.2 11.35 na 14.15 .05 260 9.6 10 18.0 11.87 na 12 18.0 4.2 14.71 na 16.11 .05 260 9.6 13 18.0 16.02 na 6 18.0 18.26 na 7 9.0 36.69 na TASR 9.0 64.28 na BASR 1.0 76.65 na BKFL 1.0 94.23 na TEST 0.0 126.38 na The maximum velocity is 21.99 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 13.01 1.101 0.0 13.000 9.600 K Factor=4.20 to 150 0.0 0.0 0.0 9 13.01 0.0307 0.0 13.000 0.399 Vel = 4.38 9 13.28 1.101 IT 9.563 7.000 9.999 K Factor= 4.20 to 150 0.0 9.563 0.0 10 26.29 0.1129 0.0 16.563 1.870 Vel = 8.86 0.0 26.29 11.869 K Factor= 7.63 11 14.15 1.101 1T 9.563 5.000 11.347 K Factor=4.20 to 150 0.0 9.563 0.0 10 14.15 0.0358 0.0 14.563 0.522 Vel = 4.77 10 26.29 1.101 IT 9.563 7.000 11.869 to 150 0.0 9.563 0.0 13 40.44 0.2503 0.0 16.563 4.146 Vel = 13.63 0.0 40.44 16.015 K Factor= 10.11 12 16.11 1.101 2T 19.125 9.500 14.710 K Factor=4.20 to 150 0.0 19.125 0.0 13 16.11 0.0456 0.0 28.625 1.305 Vel = 5.43 13 40.44 1.101 1 E 3.825 1.000 16.015 to 150 0.0 3.825 0.0 6 56.55 0.4655 0.0 4.825 2.246 Vel = 19.06 6 0.0 1.101 2E 7.65 14.000 18.261 to 150 IT 9.563 17.213 3.898 7 56.55 0.4654 0.0 31.213 14.528 Vel = 19.06 7 0.0 1.049 1 E 2.0 24.000 36.687 to 120 IT 5.0 7.000 0.0 TASR 56.55 0.8902 0.0 31.000 27.596 Vel= 20.99 TASR 0.0 1.049 1E 2.0 8.000 64.283 to 120 0.0 2.000 3.465 BASR 56.55 0.8902 0.0 10.000 8.902 Vel = 20.99 BASR 0.0 1.049 IT 5.0 2.000 76.650 to 120 1Zfb 0.0 5.000 11.345 * Fixed loss = 11.345 BKFL 56.55 0.8901 0.0 7.000 6.231 Vel = 20.99 BKFL 0.0 1.025 1 G 1.35 40.000 94.226 to 150 1 T 6.75 8.100 0.433 TEST 56.55 0.6594 0.0 48.100 31.717 Vel= 21.99 0.0 56.55 126.376 K Factor= 5.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building t yco g Products Technical Services:Tel:(800)381-93121 Fax:(800)791-5500 Series LFII Residential Flush Pendent Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. ON& Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS 4 5 > tial occupancies such as homes, The Series LFII(TY2284) Residential : ' apartments, dormitories, and hotels. Flush Pendent Sprinklers described " When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) twined in compliance with this docu- should be the first choice. ment, as well as with the applicablex t } The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . Bronze S r►nklerlModel Deflector . . . . . . . . . . . Copper The flush design of the Series LFII p Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psi112(60,5 LPM/barl/2) to operate in afire situation or cause Temperature Rating: it to operate prematurely. 162°F/720C Page 1 of 8 SEPTEMBER, 2004 TFP42O Page 2 of S TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(e) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°Fl72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) 3,7 9.6 psi(0,66 bar 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 16 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER ndasprinklers.The minimum required dis- Precautionary Warnings for Corro- MW1W charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D reand 13R as a function of ment. The improper use of corrosive The Series LFII nklrs (Sp? eadResidential UL hn ts temperature rating and the maxi- tatn contasuch chloride ionsother roducts FI shPendentdescribed, Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, itis essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The sprin- klers 8813,ASTM 8828 and Copper Devel- may be utilized. p y' opment Association (CDA). are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system � in ng. quired sprinkler flow rate for systems escutcheon Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be- g P and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table g ASTM 8813,ASTM 6828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any Pied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is to be the four most hydraulically demanding ASTM B 813 approved flux. Residual _ _ _ Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 1&2-2 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 1&2 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.283 Psi Required 67.499 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y water Supply Lurve (c;) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 C1 D1 - Elevation 11.694 140 D2 - System Flow 28.2829 2 D2 -System Pressure 67.499 130 Hose ( Demand ) P 120 D3 - System Demand 28.2829 R 110 Safety Margin 70.496 E 100 S90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ '/ 1 1% 1Y2 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.56 na 14.28 ✓05 280 11.1 3 27.0 12.15 na 4 27.0 15.56 na 5 18.0 21.86 na 6 18.0 27.35 na 7 9.0 35.28 na TASR 9.0 42.94 na BASR 1.0 48.87 na BKFL 1.0 58.26 na TEST 0.0 67.5 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 1T 9.563 20.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.0 0.0352 0.0 29.563 1.040 Vel= 4.72 0.0 14.00 12.151 K Factor= 4.02 2 14.28 1.101 IT 9.563 6.500 11.565 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.28 0.0365 0.0 16.063 0.586 Vel= 4.81 3 14.00 1.101 1E 3,825 13.000 12.151 to 150 IT 9.563 13.388 0.0 4 28.28 0.1292 0.0 26.388 3.409 Vel = 9.53 4 0.0 1.101 IT 9.563 9.000 15.560 to 150 0.0 9.563 3.898 5 28.28 0.1291 0.0 18.563 2.397 Vel = 9.53 5 0.0 1.101 1E 3.825 10.000 21.855 to 150 3T 28.688 32.513 0.0 6 28.28 0.1292 0.0 42.513 5.492 Vel = 9.53 6 0.0 1.101 2E 7.65 14.000 27.347 oto 150 1T 9.563 17.213 3.898 7 28.28 0.1292 0.0 31.213 4.032 Vel = 9.53 7 0.0 1.049 1E 2.0 24.000 35.277 to 120 IT 5.0 7.000 0.0 TASR 28.28 0.2471 0.0 31.000 7.659 Vel= 10.50 TASR 0.0 1.049 1 E 2.0 8.000 42.936 to 120 0.0 2.000 3.465 BASR 28.28 0.2470 0.0 10.000 2.470 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 48.871 to 120 1T 5.0 5.000 7.663 * Fixed loss = 7.663 BKFL 28.28 0.2470 0.0 7.000 1.729 Vel= 10.50 BKFL 0.0 1.025 1G 1.35 40.000 58.263 to 150 IT 6.75 8.100 0.433 TEST 28.28 0.1830 0.0 48.100 8.803 Vel= 11.00 0.0 28.28 67.499 K Factor= 3.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t CO Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder ,:,. Sprinklers designed for use in residen- WARNINGS tial occupancies such as homes, The Series LFII(TY2284)Residential '" 's4, apartments, dormitories, and hotels. Flush Pendent Sprinklers described When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) tained in compliance with this docu- Y should be the first choice. ment, as well as with the applicable. ev`9aw . The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . Bronze Sprinkler/Model Deflector . . . . . . . . . . . Copper The flush design of the Series LFII Valve Cap . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Humber reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to.handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1 C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psil/2(60,5 LPM/barli2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 162°F/720C I Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP42O Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(a) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) t(4,9 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) WA (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 1 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY2284) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL mum allowable coverage area. that contain chloride ions described, Listed and C-UL Listed for installation whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head recommendations that may be accept- able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems 6813,ASTM 8828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- opment Association(CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with.the provided Copper snrink/er system nlvina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any cop- are given in Table A ato NFPA Dsor NFPA a function 3of Sprinkler Spacing. The minimum pertpip ngfire mut be sprinkler system, installed in confthe or- temperature rating and the maximum spacing between sprinklers is 8 feet mance with all applicable standards allowable coverage areas. The sprin- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 13813,ASTM 6828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is to be � ASTM d 813 approved flux. Residual the four most hydraulically demanding i . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 3&4-4 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3X.WXF Programs Computer Pro b H dratec Inc. Route 111 Windham N.H. USA 03087 P 9 Y Y I TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 - 4 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 (X)4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet 18 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 56.64 Psi Required 116.323 AT TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y Water Supply Curve (C) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 D1 - Elevation 7.796 140 C1 .6401 2 D2 -System Pressure 1stem Flow 16 323 130 Hose ( Demand ) P 120 D3 - System Demand 56.6401 Safety Margin 21.660 R 110 E 100 S 90 S80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1% 1'/2 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 18.0 4.2 11.11 na 14.0 .05 280 11.1 10 18.0 4.2 11.59 na 14.3 .05 280 11.1 9 18.0 12.05 na 12 18.0 4.2 11.32 na 14.13 .05 280 11.1 14 18.0 4.2 11.45 na 14.21 .05 280 11.1 13 18.0 11.91 na 11 18.0 14.06 na 6 18.0 17.71 na 7 9.0 34.43 na TASR 9.0 54.08 na BASR 1.0 66.47 na BKFL 1.0 84.08 na TEST 0.0 116.32 na The maximum velocity is 22.02 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 14.00 1.101 IT 9.563 17.000 11.111 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.0 0.0352 0.0 26.563 0.934 Vel = 4.72 0.0 14.00 12.045 K Factor= 4.03 10 14.30 1.101 1T 9.563 3.000 11.586 K Factor=4.20 to 150 0.0 9.563 0.0 9 14.3 0.0365 0.0 12.563 0.459 Vel= 4.82 9 14.00 1.101 1 T 9.563 6.000 12.045 to 150 0.0 9.563 0.0 11 28.3 0.1293 0.0 15.563 2.013 Vel = 9.54 0.0 28.30 14.058 K Factor= 7.55 12 14.13 1.101 IT 9.563 7.000 11.317 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.13 0.0357 0.0 16.563 0.592 Vel = 4.76 0.0 14.13 11.909 K Factor= 4.09 14 14.21 1.101 1T 9.563 3.000 11.455 K Factor=4.20 to 150 0.0 9.563 0.0 13 14.21 0.0361 0.0 12.563 0.454 Vel = 4.79 13 14.13 1.101 1T 9.563 7.000 11.909 to 150 0.0 9.563 0.0 11 28.34 0.1297 0.0 16.563 2.149 Vel = 9.55 11 28.30 1.101 1 E 3.825 4.000 14.058 to 150 0.0 3.825 0.0 6 56.64 0.4667 0.0 7.825 3.652 Vel = 19.09 6 0.0 1.101 3E 11.475 16.000 17.710 to 150 0.0 11.475 3.898 7 56.64 0.4668 0.0 27.475 12.826 Vel = 19.09 7 0.0 1.049 2E 4.0 13.000 34.434 to 120 IT 5.0 9.000 0.0 TASR 56.64 0.8928 0.0 22.000 19.642 Vel = 21.03 TASR 0.0 1.049 1 E 2.0 8.000 54.076 to 120 0.0 2.000 3.465 BASR 56.64 0.8928 0.0 10.000 8.928 Vel = 21.03 BASR 0.0 1.049 1Zfb 0.0 2.000 66.469 to 120 1 T 5.0 5.000 11.362 " Fixed loss= 11.362 BKFL 56.64 0.8927 0.0 7.000 6.249 Vel= 21.03 BKFL 0.0 1.025 1G 1.35 40.000 84.080 to 150 IT 6.75 8.100 0.433 TEST 56.64 0.6613 0.0 48.100 31.810 Vel = 22.02 0.0 56.64 116.323 K Factor= 5.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Flush Pendent. sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants'to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder ,. sprinklers designed for use in residen- WARNINGS r : tial occupancies such as homes, The Series LF11(TY2284)Residential - t� apartments, dormitories, and hotels. Flush Pendent Sprinklers described When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) tained in compliance with this docu- - x should be the first choice. ment, as well as with the applicable , The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems Impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NEPA 1311;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch(9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White,Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . Bronze sprinkler/Model Deflector . . . . . . . . . . . Copper The flush design of the Series LFII Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es Identification Orifice Seal . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 Operation help assure a perfect fit installation. p The sprinkler assembly contains a small fusible solder element.When ex- Technical echnical posed to sufficient heat from a fire,the IMPORTANT Always refer to Technical Data solder melts and enables the internal y Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNiNG' that provides cautions Approvals: vates with the deflector dropping into with respect to.handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum Working Pressure: ure 1C), permitting water to flow. P onents, Improper handling and in- stallation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/ si1/2 60,5 LPM/bars/z P P ( ) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/72°C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) 8 irfch Rise Threes n when there are more sprinkler design a 2 inch Rise (Max. p 9 Area( 1 Ft. (Max.( in a compartment. for 12 Inch Run than twosprinklers or 121nch Runp Ft.x Ft. (m) f ) ) (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) t3 x 4,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) ,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) x1818 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) ,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautfonary Warnings for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY2284) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL blage that contain chloride ions described, mum allowable coverarea. Listed and C-UL Listed for installation whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Accordingly, it is essential that the Se- Guide TFP490 for the manufacturer's Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head recommendations that maybe accept- Locations of sprinklers are to be in be installed only by experienced fire able the local Authority Having Juris- accordance with the obstruction rules sprinkler engineers, who comply fully diction. of NFPA 13 for residential sprinklers. with NFPA 13, 13D,13R and 25,ASTM System Type. Only wet pipe systems 8813,ASTM 8828 and Copper Devel- may be utilized. Operational Sensitivity. The sprin- opment Association (CDA). klers are to be installed in the flush Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system n/nina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed in Table A to NFPA a oa unction of Sprinkler Spacing. The minimum part of a fire sprinkler system,the cop- areg spacing between sprinklers is 8 feet per piping must be installed in confor- temperature rating and the maximum mance with all applicable standards (2 4 m). The maximum spacing be- allowable coverage areas. The sprin- � and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 8813,ASTM B828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internally or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only an number of design sprinklers is to be ASTM B 813 approved flux. Residual the four most hydraulically demanding . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD Building UNITS 3&4-2 HEAD CALL. Location NORTH ANDOVER, MA System 1 Contract Data File smolak3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 _ocation - NORTH ANDOVER, MA Eailding - UNITS 3&4 - 2 HEAD CALC. System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note:SPRINKLERS CALCULATED FOR Temperature Rating 162 N 16 X 16 MAXIMUM COVERAGE Calculation Gpm Required 28.293 Psi Required 60.596 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/5/02 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 138 Elev. R Residual (Psi) - 130 Other Well Flow (Gpm) - 1561 Proof Flow Gpm S Elevation - 0 P Location: WAVERLY ROAD P L Source of Information: NORTH ANDOVER WATER DEPARTMENT Y water Supply Curve (L) TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 City Water Supply: C1 -Static Pressure 138 C2 - Residual Pressure: 130 C2 - Residual Flow 1561 150 D1 - Elevation 11.694 140 C1 stem Flow 28.2933 2 D2 -System Pressure 60.596 130 Hose ( Demand ) P 120 D3-System Demand 28.2933 R 110 Safety Margin 77.400 E 100 S 90 S 80 U 70 D2 R 60 E 50 40 30 20 10 DI 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vittlings used Summary TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/ % 1 1% 1'/ 2 2'/2 3 3'/2 4 5 6 8 10 12 _14 16 _ 18 20 24 _ E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow I I i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.58 na 14.29 .05 280 11.1 3 27.0 12.77 na 4 27.0 14.14 na 5 18.0 20.43 na 6 18.0 23.13 na 7 9.0 30.58 na TASR 9.0 36.02 na BASR 1.0 41.96 na BKFL 1.0 51.35 na TEST 0.0 60.6 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 5 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *" ***"' Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 2E 7.65 30.000 11.111 K Factor= 4.20 to 150 1 T 9.563 17.213 0.0 3 14.0 0.0352 0.0 47.213 1.661 Vel = 4.72 0.0 14.00 12.772 K Factor= 3.92 2 14.29 1.101 1 T 9.563 23.000 11.582 K Factor= 4.20 to ISO 0.0 9.563 0.0 3 14.29 0.0365 0.0 32.563 1.190 Vel= 4.82 3 14.00 1.101 IT 9.563 1.000 12.772 to 150 0.0 9.563 0.0 4 28.29 0.1292 0.0 10.563 1.365 Vel = 9.53 4 0.0 1.101 IT 9.563 9.000 14.137 to 150 0.0 9.563 3.898• 5 28.29 0.1292 0.0 18.563 2.399 Vel = 9.53 5 0.0 1.101 1 E 3.825 7.500 20.434 to 150 IT 9.563 13.388 0.0 6 28.29 0.1293 0.0 20.888 2.701 Vel = 9.53 6 0.0 1.101 3E 11.475 16.000 23.135 to 150 0.0 11.475 3.898 7 28.29 0.1292 0.0 27.475 3.551 Vel = 9.53 7 0.0 1.049 2E 4.0 13.000 30.584 to 120 IT 5.0 9.000 0.0 TASR 28.29 0.2472 0.0 22.000 5.439 Vel = 10.50 TASR 0.0 1.049 IE 2.0 8.000 36.023 to 120 0.0 2.000 3.465 BASR 28.29 0.2472 0.0 10.000 2.472 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 41.960 to 120 1T 5.0 5.000 7.663 " Fixed loss = 7.663 BKFL 28.29 0.2473 0.0 7.000 1.731 Vel = 10.50 BKFL 0.0 1.025 1G 1.35 40.000 51.354 to 150 1 T 6.75 8.100 0.433 TEST 28.29 0.1831 0.0 48.100 8.809 Vel = 11.00 0.0 28.29 60.596 K Factor= 3.63 Computer Programs by Hydratec Inc. Route 111' Windham N.H. USA 03087 tqCUFire & wilding Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series L.F11 Residential Flush Pendent. Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFIi (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS 3sj tial occupancies such as homes, The Series LFII(TY2284)Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described When aesthetics is the major consid- herein must be installed and main- eration, the Series LFII (TY2284) tained in compliance with this docu- should be the first choice. ment, as well as with the applicable The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch(9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White, Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced Physical Characteristics: pressures,enabling smaller pipe sizes Body . .. . . . s: Bronze and water supply requirements. The flush design of the Series LFII sprinkler/Model Deflector . . . . . . . . . . . Copper 9 Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 - help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical small fusible solder element.When ex- IMPORTANT - - posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler acti- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- ponents. Improper handling and in- Maximum Working Pressure: ure 1C), permitting water to flow.sta/lation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psilt2 (60,5 LPM/barl/2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 1620F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 it Page 2 of 8 TFP42O Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) - Area(a) Ft. (Max.2 Inch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (mxm) 162°Ff12°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) 5(4,9 ,3) 4,3 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 6 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) ,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 818 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) ,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Warnings for Corro- Des,tgn charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- The NFPA 13D and 13R as a function of ment. The improper use of corrosive Flush ePendenries lt(Sp?Sprinklers areenUL temperature rating and the maxi- agents ncontanh as flux,chloride ionsedescoducts riibed Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE mantling sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, itis essential that the Se- recommendations that maybe accept Obstruction To Water Distribution. ries LFI I(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The sprin- 13813,ASTM B828 and Copper Devel- may be utilized. klers are to be installed in the flush opment Association(CDA). Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system 12112ina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- Sprinkler Spacing. The minimum are given in Table A as a function of spacing between sprinklers is 8 feet Per piping must be installed in confor- temperature rating and the maximum mance with all applicable standards allowable coverage areas. The s g prip- (2,4 m). The maximum spacing be- and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 8813,ASTM 8828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area,or 20 feet for a 20 ft.x system, either internally or externally, For systems designed NFPA the 20 ft.coverage area). must be done with use of only an number of design sprinklers is t to be the four most hydraulically demanding ASTM B 813 approved flux. Residual I NORTH Town of g over o.aa (. - =7 ` LA E .� over, Mass., 0-457 COCMICHE WICK V ADRE ATD PPS\ 5 'PEI MIT T D'9S � BOARD OF HEALTH Food/Kitchen Septic System fe. BUILDING INSPECTOR THIS CERTIFIES THAT........ P� . ..... ................................................................................................................................ Foundation has permission to erect...V N T..�q. ............. buildings on ......C/ WA V r y �� Rough t ............ ... ....................... ................. t0 be OCCUpled as Q, ��~ �. . fN .. /I Chimney provided that the person accepting this permit shall in every respect conform tot e.tAs the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, A ration and Construction of Buildings in the Town of North Andover. aa 43c) PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough perms �� A S � PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTION�,11"0AV*- -00q TARTS Rough A ........ .. .................................... .... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner. Street No.SEE REVERSE SIDE Smoke Det. GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY 0K)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip-Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girls-solid brick or steel plate bearing at foundations '/"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances-stairways, under beams Attic Access. (min. 22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. 'r4 of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber- Finish Smooth parging,clean joints,8"solid @ combust. Surf. DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. i NORTH Town of 4Andover No 70 -== A E dover, Mass., COC MIC ME WICK y ADRA'rE D C'P5 S BOARD OF HEALTH Food/Kitchen PE MIT T D Septic System . .......... ... BUILDING INSPECTOR THIS CERTIFIES THAT . �p�w S�+ � � �e.�� .......... . .................................................................................................................................. Foundation has permission to erect...VNt +...7..... ......... buildings on y/ /andto ...�. Rough .. .. ... . . ......... to be occupied as Chimney p . . . .................................................................................... .. ..... . ......... .................... provided that the person accepting this permit shall in every respect conform to to of thion on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Ins do Iterat' nstruction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough r 2 A S P PERMIT EXPIRES IN 6 MO Final CIO ft I-* p4t&#% ELECTRICAL INSPECTOR It 91#01 W-0 UNLESS CONSTRUCTIONS ARTS Rough N �+r S S .......... .: ........................ Service .............. BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove R Rounal 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. GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip-Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girls-solid brick or steel plate bearing at foundations "air space at sides in foundation pockets. _ Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support fpr Headers/Beams etc. Check headroom clearances.-stairways, under beams Attic Access. (min. 2240 w/3' headroom above). Crawl space access. (min. 18x24). Bath exhaust fang to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. %of required glazing shall be openable. Bedrooms required min.20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging,clean joints, 8"solid @ combust. Surf. DECKS: Separate permit required: - Lag to house, provide flashing. Rails min. 36"high, Baluster max space 5"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. AORTH Town of ? : T Andover No. Z Z -__ V F., r1 dower, Mass., 0C L C? EWICK %p DRAT ATE E D p'P� K5 1`S BOARD OF HEALTH PE MIT T . D Food/Kitchen Septic System � ���N � BUILDING INSPECTOR THIS CERTIFIES THAT s M� ...................................................................... . ........................ .......... .. .......... .. ..................... Foundation uai�' .. 1.*%T VVIR V�rL� Ro/1A......has permission to erect........... ...�.............. ... bwldmgs on .... .......................... Rough .. .............................................. to be occupied as..4...VN 14 jz',=1�.IwI'�'1 I N ei 4 V..N ............................................ 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 ws relatito the Inspection, Alteration and Construction of Buildings in the Town of North Andover. l� 0 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations ids this rmit. Rough P* 2Q/4 S P PERMIT E IN 6 MONTHS Final eN 1 � 3l Aj UNLESS C S UCTION PTAkTS ELECTRICAL INSPECTOR Rey W 1 JP Rough A............................................... Service sprl KI BUILDING INSPECTOR Final Occupancy Permit quired 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. GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat, elec,etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip- Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal Girls-solid brick or steel plate bearing at foundations '/"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support,for Headers/Beams etc. ' Check headroom clearances-stairways, under beams Attic Access. (min.2240 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. '/2 of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging, clean joints,8"solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. eq 9 P Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. I NH ORT o 0 RAndover 0 No. Cc) ... . ...... - 7 LA E = dover, Mass., 9'-.2 ,r' �A C ICK`y d q. RATED O' 7 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT............. p!�. . . wSM o..I BUILDING INSPECTOR .......................................................................... Foundation has permission to erect....V.A1. � ... ..... . build' gs : r.....cva we te t Y ?QAO Rough................................ to be occupied as *S 1611,� 7 j V I Chimney ....................................................................... .......... ................................................................................... provided that the person accepting this permit shall in eve espe conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Law r tin to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Vol this Permit. Rough ?a k �A 4&A Final f.N }t rrr Nall PERMIT E S IN 6 MONTHS ite l ul MM S SS CON UCTION STARTS ELECTRICAL INSPECTOR Rough s p o I N K1* r S ........ .... ................................... .. lo Service BUILDING INSPECTOR Final Oc ancy Permi quired to Occupy Building GAS INSPECTOR Display in a Con 'cuous Place on the Premises — Do Not Remove Rough Final No thing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY 0K)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip- Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girls-solid brick or steel plate bearing at foundations " air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances-stairways, under beams Attic Access. (min. 22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber- Finish Smooth parging, clean joints, 8"solid @ combust. Surf. DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. 36 1 Date...... .... � NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING ;ass^cMusf� A'..,/This certifies that ........ ........�......5...e... ...fC° ....../.:../................... has permission to perform �l P �'.=�9 .... .. ........ ............ ......... wiring in the building of....................... . .. ........ North Andove ass. Fee. '..vv Lic.No. l.�F�`...... . _� .......�..`P ...... ........... ELECTRICAL INSPECTOR Check # ��S �� Official Use Only Permit No. Occupancy&Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 12:00 q (Please Print in ink or type all information) Date o2 a� O To the Inspector of Wires: Town of North Andover A La The undersigned applies for a permit to perform the electrical work described below. Q'S'4 1 , ce 4 Gri IJJC:✓� P2'fM }=�. II Location(Street&Number r I l� 7d' 3 G17/ 7d' Owner or TenantkZ Aucc 14 J—`(o .3 Owners Address E \ a Is this permit in conjunction with a building permit Yes ❑ No Z� (Check Appropriate Box) Purpose of Building ( C-g 1 Q'C'J P 4 0�j. Utility Authorization No. OSSA 7 ",7 Existing Service 4 y Amps S1D Voits Overhead ZI--' Undgmd ❑ No.of Meters New Service Amps Voits . Overhead ❑ Undgmd ❑ No.of Meters ! Number of Feeders and Ampacity i Location and Nature of Proposed Electrical Work ) �h 4-14r)S_i ih f�3 6 Cvt� o7oZJ �/�h C (.v 1Pi fec7`f✓ Total No.of Lighting Outlets No.of Hot fuse No.of Transformers KVA Above ❑ In ❑ r• No.of Lighting Fixtures Swimming Pool grnd ❑ grnd ❑ Generators KVA No.of Emergency Lighting No.of Receptacles Outlets No.of Oil Burners I Battery Units No.of Switch Outlets No of Gas Burners FIRE ALARMS No.of Zone _ Total No.of Detection and No.of Ranges No of Air Cond Tons Initiating Devices Heat Total Total No.of Di osal No. Pumps Tons KW No.of Sounding Devices No./of Self Contained No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices ❑ Municipal ❑ Other No.of Dryers Heating Devices KW Local Connection a No.of No.of Low Voltage No.of Water Heaters KW Signs Bailases Wiring No.Hydro Massage Tuds / /No.of Motors Total HP L OTHER: Necw r`V�C Q�L77O+'1 77JT F LEC �L CJ ®/O✓i�E !^�1 F 7F✓ o INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES= O have submitted valid proof of same to the Office YES= NO = If you have checked YES please indicate the type of coverage by checking the appropriate box INSURANCE = BOND = OTHER = (Please Specify) (Expiration Date) Estimated VaEun of Electrical Work$ Work to Start Inspection Date Resquesteu' x Rough_— Final Signed FIRM NAME underia Pen i s�pery/ ' , LIC.NO. AZ 3c?9Y( Lkensee E / R©bn� e- Signature a.11 < ! LIC.NO. 41374,16 4,1L/� Bus.Tel No. Address ✓;9X&- 4, Fs'! /-/A_ Aft Tel.No. OWNER'S INSURANCE WAIVER: I am aware that the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) Telephone No. PERMITTEE $ i V (Signature of Owner or Agent) P 186 642 105 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sentto Street Nu v13&!o C. �/� P Office, &ZIE Code 0 33 3 Postage $ Z Certified Fee 3 Special Delivery Fee R ry Fee in °1 at ' g to tum ec 7 te,& 's Po at E 0 U T1 Stick postage stamps to article to cover First-Class postage,certified mall fee,and charges for any selected optional services(See front). + If you want his receipt postmarked,stick the gummed stub to••the,right of the return :.:dress leaving the receipt attached, and present the article at a post office service i window or hand it to your rural carrier(no extra charge). m 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m rc .um address of the article,date,detach,and retain the receipt,and mail the article. �. If you want a return receipt,write the certified mail number and your name and address rn Gr a return receipt card,Form 3811,and attach it to the front of the article by means of the _ "-nm ed an ifpaerinits. Otherwise,affix to back of article. Endorse front of article Q TURN, El T 9kd'(IE5TED adjacent to the number. Q If Ddu want deliveryrestricted to the addressee, or to an authorized agent of the C :cress*On-, a- ESTf?tICTEU DELIVERY on the front of the article: M' #a s�. r 5. E` s',r the sen7fCes requested in the appropriate spaces on the front of this ro,f!;p e'f rn receipt is regi idsted,check the applicable blocks in item 1 of Form 3811. ii 6. Save this_ fant it if you make an inquiry. a UNITED}STATES POSTAL SERVICE First-Class MailPostage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box• dU u Q r 7ww gild DaFr �o. l4nda Lie d SENDER: v ■Complete items 1 and/or 2 for additional services. I also Wish to receive the 0 ■Complete items 3,4a,and 4b. following services(for an 4) ■ca d too r name and address on the reverse of this form so that we can return this extra fee): ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery rn .t. ■The Return Receipt will show to whom the article was delivered and the date fl. delivered. Consult postmaster for fee. 3.Article Addressed to: 4a. cl f�lumbe of /DCS c E 4b.Service Type v [IRegistered Certified °C fn W A ❑ Express Mail ❑ In ured y o �+ haMi ❑ COD a 7.Date of Delivery z M 5.Received By:(Print Name) 8.Addressee's Address(Only if requested and fee is paid) cc g 6.Signature:(Addressee-or Agent) >. X y PS Form 3 1 December 1994 Domestic Return Receipt i TOWN OF NORTH ANDOVER OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 William J. Scott o�(U oT;+ti � �.,� � .�oo Telephone(978)688-9531 Director FAX(978)688-9542 Argo h sa 1SS�CNt1g November 2, 1998 Regina Levine 2565C Boca Glade Blvd. Boca Raton,FL 3344344 e p6 erty at 425 Waverly Road orth d 01845 Dear Ms. Levine: i This office is in receipt of a formal complaint of an unregistered commercial trailer parked in the front yard of the referenced property. Investigation of your property reveals a true complaint. The parking of a commercial trailer in the Residence-4 District(R-4)is in violation of the North Andover Zoning By-Law(`By-Law") Specific violations of the`By-Law"are pursuant to the following: 1. Section 8.1,Paragraph 9: In all residential districts the front yard shall not be used for parking for accessory use." 2. Section 8.1,Paragraph 12(In Part) "In residence districts in commercial vehicles in excess of one(1)ton capacity shall be garaged or screened from view of residential uses within three hundred(300)feet." 3. Section 4, Paragraph 4.122, 4(f): "The building or premises occupied shall not be rendered objectionable or detrimental to the residential character of the neighborhood due to the exterior appearance,emission of order,gas,smoke,dust,noise, disturbance,or in any other way become objectionable or detrimental to any residential use within the neighborhood." You are hereby notified to remove the commercial trailer from your premises within thirty(30)days after receipt of this notice. BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 120 MAIN ST. 120 MAIN ST. 27 CHARLES ST. 27 CHARLES S'1'. 27 CHARLES ST. 2 Paragraph 10.13 of the"By-Law"provides for a penalty of three hundred dollars($300.00)per day for the violation. Each day that such violation continues shall be considered a separate offense. The Zoning Enforcement Officer enforces violation of the`By-Law." Paragraph 10.4 of the`By-Law provides for aggrieving this decision within thirty(30)to the Zoning Board of Appeals, if you so desire. Your cooperation in bringing this matter to a final conclusion is appreciated. Very truly yours, D. Robert Nicetta,Building Commissioner& Zoning Enforcement Officer DRN.jm it I AL .. ..... ..... ..... 5'm-" �41 -w z tit AS. A wy "P, ZY: A "INV: ". ;, z :0 I)JIA hi Ovo .......... Z' _uA �'go All 4,-`V-7�r%:, :vp Yi 0-4 t2 0 A .......... .......... .......... rn A.C4, ............. .......... .......... NZ PLANT LIST STI CL ImT_I P.or ISL= .I FLAIr RAF` - ! 5gR SHADE I S,5 IT CAL -511 VARI-m5(RIMA!WRFLE S.RRC-Y.YLA E--.'-�AP9n 5R.r.-c• FN 9=!t GINAO //\ / r\ I t IKI�A FOIEY LOpST.10-k I EAM BFtDF-WI HOiUl- i KAT-JRA_`KE1W n I I I Corr-Z LINGB!V.:R1-TS(lJ1EJC:JI,PShU'IID.GR_rF'drl�LR1L :•Fl.MFFL /� f\ `, V 1 ' 67 ' 1 {` - I I I VARETTIS(AR STROIC.AM"ELA2c.�holCUT.CRws7N KItS.ErPJUJA _ < O.QQ' I lord.RIS' t 'REV.Ir.P_E.�S-LiAR MAFLEJ I:Dxr�l ChTY_FAI:1LIF r,✓=.nG-aO _ .J ' ^TIDE t0 I`\ I ITEL.OWDOD.ZEKDJh GREBI VASE. C xsnNS SCE ro RErupN+ I\ j v I j 1lIIlT8S5-Associates,hic. O ("� GAR. \ -�r3 GE TO MATCH EK STING (' OF y 9tiAL R I BSE 2irJ'CAL S."-H VARUTf=IRY'Pc,KR !.AYAM MERMAGEJ.OHS?"Vi WERE TSAR IGIT j�,dSugDp�(�aIIE�Laud P 7 j' 5�t. 1 I I I SAM.:=L&I EE KO?.,-Nt AVnl>M F10YEROC-CAN4OT ffl T RM)CR-AS AFFL i� }Q O O - U-1 �{ t/A"SE- 1 P b'WOOD FENCE ARIETLa f JAB.FIDYL+-tr INC-.FINK SPIRE RED.IAC SARSErR.R2 SFl9✓DDR sZHt % �I \/T L//1/F1IRW R rrWJ EASToI M REVED,TCRM.--NI.T.A=t W.&&xAY,TiGRrt XMSA 17 Temksblay Sit ooG,-..Lw T-Ac ULAC.MARS Vmmms.u�X'm rvD..IAP.TATARIBu Andover,MLmcbusetm 01810 0/ E6@ I DAK vARETIES t YAArc sc.AR.ET,riRR P]15LL41.R�1,I'1'RS vARIET�(APJSTCCRAi. 978 470 8882 PAX 478 470 x'890 (,� \ UNIT 1 _ ti. -.•/."r; \ '\^'•1r t 1 \ I .mmal REDSRREJ.r-3•vw��.rrr AtJJ=GNAIR.EZVIGE'ERR` R. I I -- / UNIT U-_ ,I 1YERGU EN Fcc ' GAR. q 1 65 (� �' EVB sR�T Ew- I�'-T IOSK =SLA�FIR YMT FP �R E VAINEST 5 NDR V T.RATE E7 Nt COLORA00 U-.3 UNIT i J , t~ I O r T�� I I I ECAI�LIJIAM V IA5TRIAIt PONDEROs/t RED.EA57EPlI NiR.5�LiU. UNIT 4 GAR. LOAM SEED Ap < AL PFc11 rr� EXI S" V G c W CONT.NT. R '-42' . A'J.IEA VARIETIES IS MALTA,-,Mr.UGR51,EWEnvTtT HyNglL MIREERRT - ! I AND OR IS'SPD. LOW`ENI,BFWM,BGN COIL ACT.GAWLIM SLLVEREEU.CCTOW-ASTER VARIETI6 % PA if'J ENT `• 7,j.0, I70/ OT-L. T Ero IIWRAL SEAUTTAFw,LATB.PD,•AL EEAW")r.RM5011 FIGHT EARE'FRY.003Y M / ^_3CJF5 I AK2nE5IR O nV&.GRAT.YISLUM TeDW.FOR5TTNI/Z LILAC VARIETIES(WREW \ / _ r .y '� j MBS fdl V=AR L91DRE.COMMON mnz co?*=ymw MOCK ORAIN� \ ? LIGHT(1'YP .5' F I ORNAMAMAL GRASKE POn NTILLA COLD DROP.NWM P0TBIT11 ,MCKAYS WIT 66 ^ OF ' 1VV I I V£RMAL EIETI6 G cloy L VISARRI VARARGBii,1W MISIRY.SUMOLot OOIREI T 7 L) C I AJ¢Rf.FII CRAIBBW.Y.ARROVOEAD.LEATFEW.EAF).ItIFTcREbZRt'. ET LINE S, L q s� EN e B t CIMM IV-43'Mi. A UMATAEAZALEA VARIET1S EtAAI"S,FIIT,PUSH PE VAU ET MIRE,mm Pro feet: 78 AND mIS'SPp, GRIFL°Olt 5TmiAIIrwNL&BCIMOOD,1MLEH TISK FAIME AHMMEOI,M.FAL' nJ/ 'JIW ^ 6,6 I V40ROHMA,JAPA--IM LBGOTWE.M.LAURA-(LiODOOBIDItON VARIETIES G U q 11 I I olgyg DE MBGE�P NOYL4L5.G.RO{AAA LK CATMBBEF•CATAPBIB�AIBM y�pJ(p� `/qP HOPE LLP N, �60.00,` `\66 - I OAONOm�.NTJA Tt?®LA PJLR�AT.L=S DAIM PINK.MNpF.sNN. CHARLES HOPE Con LL Waverley Road 6RgRm 26 I CONT.I2 TR POTS .BDIITMIS B16ZAL.D GAIET,JAAFCF.VARE1V61BAR/II.�OR a, r. IAVHt COIR. OR S'-lT RY.Ml Al PACMTSAMDRI,FzZi D%W-E rwalSWunt PRELIMINARY LANDSCAPE PLAN �. SCALE: 1°=2D'-W �}L p FENCE AR INT 5HALL BE STEPPED IN PXEAXERVALS AS .. North Andover, Massachusetts REWIRED TO FOLLO"CONTOUR OF P HISH GRADES; COORDINATE STEPPING I'm ARCHITECT. . IE B'-O'or.. ti 5EVEEDTOF PLANTING- NOTES Drawing Title: . V L PRIOR TO TWE START OF ANY EXCAVATION FOR THE PROJECT BOTH b. ALL PLANTS SMALL FEAR TFC-CAME RELATIONSHIP TO FINISH GRADE 1 ' - ON AND OF THE SITE,WE CONTRACTOR SWALL NOTIFY DIC-5AFS AND AS TO OK=-NAL GRADES BEFORE DIC-GING. BE PROVIDES W1TW A DIC-SAFE IAIMBER INDICATING-THAT ALL EXISTING �.a I�dSCa'xe ���� UTILITIES WAVE BEEN LOCATED AND MARKED. S. ALL PLANTS TO BE BALLED W BLI2IAP OR CONTAINERIZED. C{�`�' -4'DIA POST 2. CONTRACTOR SHALL BEGIN MAINTENANCE IMI-MOIATELT ATTR to, MIJLC M FOR PLANTED AREAS TO BE KED PA•E BABY PARTIALLY POST MddlT LAMZi N ,. PLANING AND WILL CONTINUE UNTIL FINAL AC�PrANC- OECOMPO5ED.DARK SROLLN IN COLOR MND FRE-OF IMOD CWIP5 _ (-rx A•0lTTcD I THID.c-R 7}IAN 1/4 INGW. and Details PICKET 51 11,1S, CONTRACTOR SMALL VERIFT ALL TREES(REMOVALS WITH LANDSCAPE _ ( I I I I ARCHITECT PROM TO CON5TrdlCTtON START. IL PLANTING-SOIL MLX:LOAM TWOROLIGWLT INCORPORATED WITH ROTTED MANURE Pp7PORTIONED 5 C.Y.TO 1 C.T.OR EONVALENT. PEAT MO:= 5 4. CONTRACTOR SMALL MAINTAIN POSITIVE DRAINAC•'E AWAY FROM ALL WIT14 FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. -'. BUILDING FOUNDATIONS.STPd1G'NRES.AND PLANTING BEDS. - L+. WE LAttD5 FOR CONTRACTOR SHALL CM DAT 4TE--ALL PLAIN S. MAXR'LLM SLOPE WITHIN DI571A2BE�AREAS SMALL NOT EXCEED 3:4 MATERIALS FOR ONE TU FULL YEAR(F.OI'7 DATE G-r ACC"2F7ANCE �TAPER TO 4'X4'TO ACCEPT LANfilRll x 4.'lu"MID. LRLE55 OTHERlI15E NOTED. 1 I AND BOTTOM RAIL E. ALL PLAIT MATEMALS ARE SUBJECT TO THE APPRDVAL OF THE b_ THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS LANDSCAPE ARCHITECT,AT WE MRSERT,Atm AT THE ST-- IN OUAINM 5 SIIRICIENT TO COMPLETE ALL PLANTINGS SHOLIN ON TWI5 DRAUNNC. M. LANDSCAPE ARCHITECT TO FLK ALL TREES TO BE TRANSPLANTED n, MOR TO CONSTRUCTION START YySPCH fr Z ALL MATERIALS SMALL CONFORM TO THE GUIDELINES ESTABU-54M By d L L �' THE AMERICAN ASSOCIATION Or NI1R'-BATMEN. 5. ALL AR'w- OF TME SITE UNICW HAVE BED15TUR M AND NOT ✓t 1 vs u ,yI Ofl•ERmSE VEB DEVELOPED SMALL E LOAMED AND SEEDED UIITH A �FPIL41 GRADE MWIt'WI•I DEPTH Pr G'DEPTH TOPSOIL 6'-0`WOODEN FENCE - ELEVATION "0'�pP� i• CT:AI F•1�2°=1'-U° 5UBMIT SHOP DRAYUNG FOR INJr.TREES 9L41L EEAR SAK RELAnOIBRB /1J•� AFPRO•/AL FTRIOR TO 11STALLA710H WDDD STAKE(59:EB.DN OR I L D G GitAO-c A5 R BOLT TO Nils'.RY Y y PEIIffORc®t®T RIBE2'-{-, M FIELD GRAM j V r I!?.ELAGi:V2'ID.TTP. INSTALL TF6Cff Ci!'(5 F13; €, -yal DDIfRE 5,Ttmm EWALLT SPACED ARWIDBALL Y ATTIAM 'v C 12 GA KF--TMS- \ r-5KW SWLL BEAR5FFE RHATIOHSHIEE DBLE STRAIm HECK �STEL/ARE \ T FIELD GRADE{�$� RevlSiDn Doth RDOTeALI A5 IT BOF--TO MPSERY ENCA5E WIRE ARUIND Tr.EF" "CM RF IFOCED F105E, PJc i TPIT FLPM S-Grl=-HIRE 04M ArM MALLEABLE CABLES CLAW-5 TOTE,TFz ' EAP.SAID RRATIO EIr E +`•�M`P TO FAA°w SRAL'AS R SGL TO MIRSERY b, - 3 BARK MILGH D!SAXEc FROVIDE.GALVANiZ TERN W=-f:F;ONE FEF MeE \ OR FIELD GRAVE a'+ FLNIr SALLA 4•COXrRJOM _. 1 1=LV?S TR.Y2.ARAIG ASaa FNFT ERAINCH � 1'JJ SAVC2 PW-S �OWR IN EE5 \ FLAIBAITRK �5�..53 TAF�,cTi GEDAF.P� RAVE xB'ml-iJ.Tr.T PRE STAG FOR ETA Ma- F RSH GRADE NO SALGcT'E.K TRE-OGCUx UI ESS NA7UPJl FWL9F _ 5 PSt T�OPJW-TD AGGG T GAT MIR= 6.Wil`31A -\bSim}y A lilt,,..:' _ -I I-OJT AND REQ SJUMAP FROM TOP 15 OF FDO,-Si ALL FLAG,15'A JE FRU511 C-PJDE Cr0-icE DRILL FOP.ELECTRICAL FLANTING'AIL MLX,BACKFILL IN LOO LJF5 OF \ FINI9i GRAVE IPtA.m T,cAM t'RII T( IAZAF s .. ,• ,'.. .- IMC G'-S'DEFTL SETTLE FM TIMMO.H WAS SOAGNS , FINISH BRAVES S'5A MALX RI SA M.- '1- I I , :.I -GLE OF B1 79 TD ErER GP•O1RFD W LIMIT 11--- r11 1=\ illiOF ORAMCCH FLNR 5A1FYER t LWIML"J= 1=j� f_ MOUND OF SOIL a CENT-OF RANT Fr TO 9rFOR1 -=F,FL.... NUL E. / �' .., lIII- p METAL GP=Kr,AHCPTrJ- o iTAAy.D'm :Gale: As No � Dramin NO. N t.... .. ,¢Fna_w GRAVE sA�L AT REG77�C ELEVATION 7-T`'II,,,.�:; y " •,, ` CyJ - 1.- ,- D•L =11 it CT AND r410�'1EIM AP FROM TOF Nr OF ROD,BA:LL I%, •,A(III TANFED GRAVE BASE g .�L aR t RBIWE BIRIAP fiTOH TCA N3 OF ROO MALL .�.b. ' I! FL"MtL=SOIL MIX.BACKFILL IN LOGE LIFTS,OF I- i -II �• �•_ ..fI� FLARM051L HIM BAGKFLLL UI LOO='LIFEM S•_b'DEgl _ • •�-/�: V -c4i I �:::;••._._ I> G•-S•OETM-�i,aE YATM TMORUBH YIAT-"9G --RLE PATH TY?.o}_H WATIR 5-w,=lG c I, 1 •c II I •��'" �:. •. - I•I XW Or SOIL M C54TEP.OF RANT PR TO'krP'O- Job,. OG-1� f �,i UII=IIID\I= I=ID OF EOC M 09:T. M NMT FIT TO 9)-rom BALL AT REWIRED MEVATTOII Irl. T=ile, F-,-LASALL AT REM"IED --'AT= �1 DECIDUOUS TREE PLANTING AND STAKING TYPICAL SHRUB PLANTING EVERGREEN TREE PLANTING TYPICAL CEDAR LIGHT POST AND LANTERN Dr.— uM OF �� SCAL t_T.S MATE LdTS U °= Checked: - UNFL LyAAss Huss I I S BuILDiNG CODF-.AB.STRAC T __ LEST OF DPtAIA/TNGS _ is FLOOR 7Nu FLOOR TOTAL, 1-f nor5 Waveray Load Concioaeifaiuttx GS GENERAL SPEr CATIONS ` Per 730 CMR 1 \\ ' UNIT I ' 740.5 SF 1,138.5 SF 1.°054 SF ! CHAPTt3Z -SEC T ION CI�ASSIFICA T ION 1 BASEJ�IENT PLAN—Rx�STL�TG COI�TL'ITIOI�TS UNIT 2 '1,110 1,067 SF 2,17/7 SF [ SF U4F_AND OCCILPANCY 310.5 R-3,Multiple single-family dwel ins 2 FIRST F OOP.PLAN—EXISTING CONDITIONS t UNIT 3 I 960 1 a8o SF 2 448 SF 5. GEN.BLDG.LI1v1ITATIONS TabL 503 Combustible,Type 5,Protected 3 St.40" 10,200 SF 3 SECOND FLOOR PLAN—EXISIl F rvG CONDITIONS i UNIT 4 .960 SF. I 1.488 SF I - 2_^.48 SF �:� � 2 6. TYPE OF CONS 1 RUCTION Table 60_ I T e 5A,see attached Table 60_ v 7. FIRE RESISTANT CONST'N. 709.1 Fire Separation Assembly 2hr 4 ATTIC FLOOR PLAN—F 'f TING CONDITIONS Per Table 313.1.2 and MM 9. FIPB PROTECIIDN SYSTEMS 904.1 Not Required by 9043 thin 904.9 and DI BASEMENT PLAN—EXISTING CONDITIONS DEMO PLAN MGL 148,section 261 I\ (780 CMR,Appendix B,No.45-96) 10. MEANS OF EGRESS 1006.4.1 2 Remote egress doors required grade D2 FIRST FLOOR PLAN—EXISTING CONDITIONS DEMO PLAN level(first floor)discharge, 32"mein.width,80"titin-height D3 SECOND FLOOR PLAN—EXISTING CONDITIONS DEMO PLAN 11. ACCESSIBILITY 1101.0 These units are not required to be accessible=der MAAB D4 ATTIC FLOOR PLAN—EXISTING CONDITIONS DEMO PLAN 12. INTERIOR ENVIRONMENT 1201.0 Minimum ceiling height=T6" Mini num room dimension=7'0" Minimum room size=70 SF Al PROPOSED FOUNDATION PLAN Glazing shall be minimum 8%of room area A2 PROPOSED FIRST FLOOR PLAN 13, ENERGY CONSERVATION I 1300.0 Appendx J,Table J5.2.lb See aitached MACHECK analvsis A3 PROPOSED SECOND FLOOR PLAN 14. E.cTER WALL.COVERING 1401.0 VirTyl siding,no raring per[able 7053 15. ROOF COVERING 1501.0 30 Year architectural grade asphalt A4 PROPOSED SOUTH/NORTH BUILDING ELEVATION ishingles A5' PROPOSED WEST/EAST BUILDING ELEVATION A6' PROPOSED ROOF PLAN r i I 425 `t�i�; V��P OfO AMAR C ESICIT 'ARCHITECTURAL DESIGN&BUILDINGI! NOP TH ANDOVER—MLA 98-100 MAIN SrREEi;NORM I ANL>OVQR�MA 01845(97M2-5-3630 j THE CHARLES HOPE C0MPAMFS DAtuiARC Desipt reserns�a glu rnowiecw is�I VnL fi pa*ty¢ilhtnn the c'riuen persnissic.,of DABAARC Design Fr,lrj4. t� i. L Ld U iJE of_DF lt— IL 1 LL Li i I _ i I ! fviz WIN= y I c�J i s I i llJ �t K ' 1 P,u1.K 17, +� -Z UIQ Lail 11 U 2 cg49&6e U- 5) ��I°� c, � a-+ 70 AKrouilD�S as . Wo°" Wood -- i UF o t z- L U uNr 5 I 1 I I T I D GoILouoMTIA way �� Ur �� 1 urlIT- 2 uo�tT u �� ' i UNIT SI_7F NOTA . 1�FLOOR 12rl0 FLOOR. I TOTAL,SQ FT T las drawing is intended to be used only UNCC 1 740.5 SF I Lllg.S SF ! 1,859 SF as a base plan for mechardral,electrical, plumbing and sprimklcr design. It is the owner and/or general contractors UNIT 2 I 1,110 SF I' 1,067 SF 2,177 SF responsibility to obtain aermirs from the Town of North Andover and orgarnZE UNIT 3 I 960 SF I 1,488 SP I 2.'48 SF the efforts of qualified contractors and engineers to provide design)build UNIT 11I 960 5F I I,48S SF ( -48 SF services for the above noted services. - I ' ?J V d r�isV L�- E FLOJ-t.Y_-r r Jl.-ALF' D AMA R-C DESIGN NORTH ANDO MAt ROPOSED Df.TE a.l �� AR_CHffECTUP.AL DESIGN&-BUILDING ¢ v u� Fa W I Y �1�INI �b1�� JOB" 98-100 MAW SfItEET.NOriTI I ANUOVEIL MA 01845(976)T.53o30 THE 2E CHrZ!"'Lr• HOPE CVIVSPlll.VLES Inot m he TDesignserves ed righlwthis pianand an mi8cuions.yCa'd rePmuuced,tJ�grd m copied in arty imm o:assigned m any third i Party without the w uea nerauss M cf DAMARC Denim. k • II j I I ' �fl�ltl{Gy Slt_u�tuRm lt���.r-�'sFe ,mD�l\1CI�F L I. M sem`_�j �i' ►Ire. :- - ° I I _ `a Dryl I O I rCR 13 u o DINIt 91�IIyC� K17c E(J -Z-c--- roc aE aJ� t 1 - Du �. I+f- - o P�aTHVIII A=GAR, GLR&IA Di1 .. _a bitJIIwG 2-�l GN'. F-_ a c` u� tlyi 1 .L1, • o�tl j - I i I LA i? t�1Vl t ur [T ;*-Ar UNIT S[ZE NOTE This drawing is intended to be used only F FLOOR 2ND FLOOR TOTALS F F I as abase plan for moeha[draL electrical, 4 Pi UNIT 1 I 740.5 SF 11118.5 SF 1,859 SF I owner and/or pneral contractors �e ctorsl I - I responsibility to obtain p^_rmmts from the UNIT 2 1,110 SF I 1,067 SF -22,177 SF Town ofTQorth Andover andargardze the eHvrrs of qualified contractors and iI UNIT= ) 96D SF 1,488 SF I 2,448 SF enginem to provide desigNbuild services for thr•abovenomci servic s. UNI 14I 960 SF 1:488 SF 2.448 SF 'i 425 -W t/ERLY PO/-%.D scALE './�'=► . QAMAKc DESIGN NORTH ANDOVER M k I'ROP`>St-I S� iTL �-E_` o ARC HI7ECTURAL DESIGN ci BUILDING I _ FfP`ST.Fi,�00Pt PLAN IOi;_ s-100MAINSTILEET-.NORTIIANI7QVEtt,r•,vtoI845(978)75-363D I 1 HE�CHAILL r•� HOPE COMPANIES LL Ill V IES ' P ION: .. DAMARC Lesiln-a It=right�n this pran and sxdGmims.Thy me i not w be scorodusd,changed w=pied in any E=.or assipaed to am third PmY wi�hoo[No writtct pcanission oFDAMARC[naiga I G"15 !-r, gl�rl W/ Ew �l• �i�t1oV 5 I �c3C§I�t��� �C��tt1W r I I A 13' S" 11'-0"x IV-gl, T, H� t�-mi� 19'� 1$ }`�-� , pis./cL I. ti'-o'xS_dl L.eU�II - gxS 13xco I 1'-7n >J 1 d i • L a6pq l+I�,IGG. :Lal}J b� oI� i lox Co ' I" WW1- L12�-�., JD - R�l�iI ox ,�DT� ���� . .�1-�D - GL • 15 x la .lex 1g " c): .i 14x) 4`-0'� . •l�t=o"� 14'8± " I 1 . - I J — - T 1 ' UNIT SIZ " NO7. IST FLOOR 2N6 FLOOR I TOTAL SQ FT This drawing is intended to be used only as a base plan for mechanical,electrical, i UNIT) 7405 SF I - 1,1185 SF I 1,859 SF " piumbing and sprinkler design It is the owner and/org-MMI emuactor, UNIT 2 1,110 SF 1,067 SF I 3,177 SF responsibility to obtain permits from the Town o�North AndovEr andorganize the efforts of qualified contractors and i UNIT 3 960 SF '. I 1.4oii SF 3,448 SF engineers to provide desgnPouild I.UNf f 4 I 960 Sr- 1,488 SF ( ?,448 SF services for the above noted services. It I/ tt DAVARC DESIGN 2; ° ��VETlY ROAD SCALA 5 p � PROPOSED NORTH ANDOVEP MA DA!t• _ !e CA, ARCHrr=URAL DESIGN&.BUILDING `' SECOND Z,OOR PIr,�N JO�j'a - 98400 MAIN Sr1LEET,NOi`il1 NVDOVEfZ,MA 018!'v(578V25363D.." _ . THE CHARLES HOPE CO71/tPtiNII✓S P�EvtS10N: .DAMARC Design rrs="the right to Ihis ptm and P-15-w.. They tttn not to be m y iffid. th. Ti rs cap=in ztry ftp or RCM to viy third � - . pecc}'withah the wTittta nernvssivh hrDAMARC D^sipt s " RtGI J. II - — —� _ — _ — I si Ai- _ I. I I Y _ - is i ;l.rl;;l :,! ii!i II.• !'.III '�" _.-i _ I'/F�-� lL 111111.1.i.� I ! I 1- r - 1 i _ -- i Ir, ✓✓:.. y....�.Y._�. , .. _it ,,,�1„ .•._ ..... M S a.,=n ✓ 'I'�f '���:i+ .� 6r. � .1�.�i. '�'.r°e� � . � s "�' - �"'G>�� •. "v'.� iJG-�a� f✓r'J,W'•ct�(C E�-•a .S -C-' KFcry,rr'-'ie•- �;Is"r1.f�G� rli=ad G � 2 –u4rr au®ITib� -- urli`i I - I I IT 7-: I 1• - - 1111-11 - --- ; - . uRiT 2 I E *w P-1- I �tJl.i=Fly Pr rrK I `ter= ! I - I — IT — - [� :ti''-."`= :fir ? .: ::�� +•`` 's �e x :..... . .- - ..,�.'•. ��: - :.. - Y r ... y _� a�Dr.,..s•."=.'�'�i: .. ..- r ,. �:.",,. -.�::'�''-;�':' -E,,:•' ,.ice' .�`-.z �.�-::.;e��F.::'�.: �a��.r� ��c� I -(14r, c&;L EXISTI>Jy G7 P,uc.j u-DP-Z -REF ovt;k U'> —T— - - - _ a � I ?5 WA' FR I Y ROAD /� �} r scpiE t��"o I`.p" L�AJViAF�C DESIGN. PI'iVPOSr, ; PI'tiOI'OJ�� p I (j 9&100 MAINS'n EEY�E NO nIANDOVEP,MA0019451C97b7725-3630 / NORTH ANDOVER.,MA i T `! , SOLE i hF BUILDI NC' LEVA TION ' NOKTH SI.. RI DING ►= F VA►ION )oo u THE CHARLES HOPE COMPANIES I nAilaxcD��«���e';�tmnlm�„a �, , n,�y— FLFVISION: I not a lx zeomuur',rbenged•or mpiedin mry Foanarasaigned�o vry tltirc . �. - - - .Pxny wi[Y,o¢t u,o.wrium ln:imssion of DA1sAARC Desi , J\ IF ME 77 'I T 1� r:iop- i ; � - - ---- - - Lp U= h . I 1 - - - ' � a yn 1 --i,.- U 425 WAVER-LY ROAD SCALF DAMARC DESIGN NORTH ANDOVEP.,MA BASEMENT PLAN DATE AkCI-11TECTURAL DESIGrl&BUILDING F- - JOB if 98.100 MAIN SfREEr,NORTI I ANDOVER,MA 01815(978)7253630 \ E7CISTING CONDI 1 I7�ONS REVISION' DAMARC D-ign mscrves dlc dpJa In this plml and rymcifintlmrs.•Illcy ort. rLAN� T[-[E CHAR-LES HOPE COMPANIL-S. p j�� not lobo Iclnwlttcal,dmngeJ or tupicll in qny loon nr gsslctIrA to tiny thiol ` Location �`�.� W A cry r�`� Rd No. ' Date �a�-��' NORTh TOWN OF NORTH ANDOVER Y 3WIT F w 9 Certificate of Occupancy $ sACNUS t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ � Check # © 7 18 6'13 Building Inspector 1 � TOWN OF NORTI.__,,.1,.._COVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI14 RKNOVATY2 OR DEMOLISH A ONE OR TWO FAMILYDWELLING k x � � Ma BUILDING PERMIT NUMBER: oZ / DATE ISSUED. SIGNATURE: Atm Bulldin Commissioner/I or of Buildin Date SECTION 1-SITE INFORMATION Z 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O zn& hof Map Number Parcel Number 1.3 Zoning Information: a�3_ a�� 1.4 Property Dimensions: G mop T Aing. istriQ PrUse Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R 'red Provide Required Provided Rred Provided v 1.7 Water S 1.3. Flood Zone Information: erap Disposal System: ly M.G.L.C.40. 34) 1.8 Saw Public .R Private ❑ Zone Outside Flood Zona ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT PlfsforlC IS ric : Yes No f 2.1 Owner of Recor Namaforee(Prin Address for Service Telephone 2.2 Owner of Record: Name Print Address for Service: r w -Signature Telephone SECTION 3-CONSTRUCTION SERVICESgo 3.1 Licensed Construction Supervisor: Not Applicable ❑ c Licensed Construction Supervisor: LEI/ License Number O 4Add& Wn Expiration Date Telephone ..� r 3.2 Registered Home Improvement Contractor Not Applicable 0 t Company Name Registration Number r.a. Address r Si natureTelhone Expiration Date Z ] 'J to SECTION 4-WORKERS COMPENSATION--r.– 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No.......2' SECTION 5 Descri do of Proposed Workcheckall a llcable New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition 0 Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: 01 % SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be ; ' OFFICIAL USE ONLY Completed by permit applicant r 1. Building G/ ee) (a) Building Permit Fee �t Multiplier 2 Electrical �� Q6� (b) Estimated Total Cost of Construction LSI 3 Plumbing 4Y9 Building Permit fee(a) x(b) 4 Mechanical HVAC 2 O 4 5 Fire Protection O 0 6 Total 1+2+3+4+5 06 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, _,as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT:DECLARATION y 1, as Owner/Authorized Agent of subject property .. Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Vne /A ent Date NO. OF STORIES / SIZE BASEMENT OR SLAB _ RD SIZE OF FLOOR TIMBERS I ` i 2 l 3 SPAN f c DIMENSIONS OF SII.,LS L ,� DIMENSIONS OF POSTS `F t-/ DIMENSIONS OF GIRDERS ' tp —ld r HEIGHT OF FOUNDATION THICKNESS C SIZE OF FOOTING ' X MATERIAL OF CHIMNEY ( " IS BUILDING ON SOLID OR FILLED LAND ` IS BUILDING CONNECTED TO NATURAL GAS LINE i 3 1/2" MINERAL WOOL INSULATION(2S PGF,NOMINAL) GYPSUM BOARD PE X 3/4" T. d 6. PLYWOOD 2" X 10" FLOOR J015T D.GEILINS I LAYER 5/5" TYPE X &YP5UM BOARD I" AIR SPACE I LAYER 5/5" TYPE X 5YPSUM BOARD 3/4" T. d S. PLYWOOD ' I LAYER 5/5" TYPE X a+' SYPSUM BOARD CONCRETE FOUNDATION e .tom :4 j• i l• ONE HOUR FIRE RES15TIVE WOOD WALL A55EMBLY 2" X 4" STUD WALL-100% DE51514 LOAD— A5TM E IIq/ NFPA 251 U. L. FIRE RE515TANT DE515N NO. U505 DRAWN BY: VICTOR E. HASAN JR. DETAIL AT FIRE RE515TIVE WOOD STUD WALL A55EMBLY 55 RESENT AVE. BRADFORD,MA. 0I535 425 WAVERLY ROAD (978)374-5119 , NORTH ANDOVER, MA 3 I/2" MINERAL WOOL IN��SUAALYYAEETIOgN((23 PGF,NOMINAL) GYPSUM BOARD PE X 54T. d 6. PLYWOOD 2" X 10" FLOOR J015T D.CEILING I LAYER 5/6" TYPE X GYPSUM BOARD I" AIR SPACE I LAYER 5/6" TYPE X GYPSUM BOARD 5/4" . 4 6. PLYWOOD I LAYER 5/6" TYPE X "•' GYPSUM BOARD CONCRETE FOUNDATION i' •.r. J• l.. ' ONE HOUR FIRE RESISTIVE WOOD WALL ASSEMBLY 2" X 4" STUD WALL-100% DE516N LOAD- A5TM E Ilq/ NFPA 251 U. L. FIRE RE515TANT DES16N NO. U505 DRAWN BY: VICTOR E. HA6AN JR. DETAIL AT FIRE RE515TIVE WOOD STUD WALL A55EMBLY 56 RECENT AVE. BRADFORD,MA. 01655 425 WAVERLY ROAD (9'16)5'14-6"119 NORTH ANDOVER, MA r, PI c3 17 Date. f p cz cz pF ,,ORTM TOWN OF NORTH ANDOVER tt Sao ,e 1ti 3? O ' a PERMIT FOR GAS INSTALLATION D w �,SSACHUSEt w 4 a ���` . . . . . . . . This certifies that .4�. �.��.�:'�.��.'t� . . . . . . .�. . . .G. . has permission for gas installation". .�.! . .��. :�: in the buildings of . k r 4:t. . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . at . . . k TY? . . . . . . .. North Andover, Mass. Fee. ./.5. - . Lic. No.)W`/'?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . GAS INSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer GOLD:File MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTIHG t (Print or Type) C NORTH ANDOVER Mass. Date �uilding Location- `r +�' Permit # �3 Owners Name • �' New Renovation Replacement �] Plans Submitted FIXTUPIS N cc a t•- ¢ x s t- LU dl � O .v m x ar a _ r x z 0 UScc a tt to W 6 z - w la-, N a cOc y A W (n W z_ C z a �' W 4 °C us r z (3 t- Z H 2 1. W w q O ? o. lW- W -t tp- to Z 4 W < cc .. H U? O 2 O N Z Q Lt > W , 2 4 ct 4 Q O O W W O W F- 9 tz x O CS Y U. O Q O .1 U } 4 0. f— O Sua—BSPdT. BASEMENT 1ST FLOOR / 2N0 FLOOR ` 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR TTK FLOOR STH FLOOR (Print or Type) / Check one: Certificate Installing Company Name _ lz /��� Q Corp. Address 0 �{ v _ - �U� Partner. u U,�� /yl Z_ [Firm/Co. Business Telephone: Name of Licensed Plumber or Gas Fitter ^ems Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policyOther type of indemnity 0 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 coverages. Signature of owner/agent of property Owner 17 Agent F7 1 hereby certify that all of the dctails and information 1 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 appLicition wiU-be In compliance with ad pertinent provisions of the Massachusetts State Cas Code and Chapter 142 of the General Laws. .. By TYPE LICENSE: lumber Title Gasfitter Signature of Licensed City/Town- -1%ta s t e r Plumber or Gasfitter Journeyman /)// U APPROVED (OFFICE USE ONLY) License Number Town of North Andover FCR7 N N JOY E O��DSHA�ffice of the Zoning Board of Appeals o=a .Eo �b�+�ooL TO��id�C' r'RK �^ ;. 0 R T 14 A unity Development and Services Division 27 Charles Street ' " - •'+" i002 NOVNorth Andover,Massachusetts 01845 "Ss„ICH„s t`y D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 Any appeal shall be filed Notice of Decision within(20)days after the Year 2002 date of filing of this notice in the office of the Town Clerk. Pro at: 425 Waverly Road NAME: Alan Hope,c%Charles Hope Companies, HEARING(S): 10/8/02&11/12/02 LLP 370 Great Pond Road,North Andover,MA ADDRESS: 425 WaverlyRoad PETITION: 2002-048 North Andover,MA 01845 1 TYPING DATE: 11/14/02 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,November 12,2002 at 7:30 PM upon the application of Alan Hope,c/o Charles Hope Companies,LLP,370 Great Pond Road,North Andover,MA for premises at 425 Waverley Road,North Andover requesting a Special Permit from Section 9, Paragraphs 9.1 and 9.2 and Section 4,Paragraph 4.122(14)to allow for the extension of a pre-existing,non- conforming structure and use as a four family dwelling unit,with frontage on the West side of Waverley Road within the R-4 zoning district. The following members were present: William J. Sullivan,Walter F.Soule,John M.Pallone,Scott A.Karpinski, Ellen P.McIntyre,and Joseph D.LaGrasse. Upon a motion by Scott A.Karpinski and 2nd by John M.Pallone,the Board voted to GRANT the Special Permit for relief from Section 4,Paragraph 4.122(14)and Table 1 to allow for the structure to be used as a four family dwelling unit,according to Variance Plan of Land prepared for Milton S.Levine&Regina Levine,429 Waverly Road,North Andover,MA,applicant Alan Hope,370 Great Pond Road,North Andover,MA_,01845,date:_9/11/02, _ rev. 10/30/02 by Michael J.Sergi PLS 433191,Christiansen&Sergi,Professional Engineers,Land Surveyors, 160 Summer St.,Haverhill,MA. 01830,tel.978-373-0310. The Board finds that the applicant does not need a Variance or relief from Section 9,Paragraphs 9.1 &9.2. Voting in favor: Walter F.Soule,John Ni Pallone,Scott A. Karpinski,Ellen P.McIntyre,and Joseph D.LaGrasse. William J.Sullivan abstained.- 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 and that the applicant has satisfied the provisions of Section 9,Paragraph 9.1 &9.2 of the zoning bylaw and that such change,extension or alteration shall not be substantially more detrimental than the existing structure to the neighborhood 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 Permit 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 Appea , William J.S van,Chairman Decision 2002-048. BQard of Appeals 688-9541 Building 688-9545 Conservation 688-9530 Health 688-9540 Planning 688-9535 r Town of North Andover Office of the Zoning Board of Appeals Commulti Develb tY pment and Services Division i 27 Charles Street t North Andover,Massachusetts 01845 D. Robert NicettaCHu Building Commissioner s� Telephone(978)688-9541 Fax rr 7g 68&954 Thls Is to oerp�y th�t twetlty( )days have elhpsad from date of dedslon,bled wittidut tllliig of a a Ps I, Any appeal shall be filed Notice of Decision Date within(20)days after the Year 2004 Joyce A.0red9haW Town Click date of filing of this notice in the office of the Town Clerk. -Propertyat: 425 Waverle Road NAME: Charles Hope Co.,LLP,370 Great Pond Road HEARING(S): 11-18-03,1-15,2-10, ADDRESS,:,425 Waverle Road r &3-9-04 (--North Andover,MA 01845 PETITION: 2003-040 TYPING DATE: 03-11-04 The North Andover Board of Appeals held a public hearing at its re 7:30 PM upon the application of Charles Hope Co. ��meeting fon or Tuesday,at 425 Waverley Road,North Andover,MA requestingla LLP, &omt SectiPond on 9 pm.r premises at: 9.2,and Section 4,Paragraph 4.122 of the Zoning Bylaw to extend the footprint of a previously allowed Special Permit for apre-existing nonconforming residential(four family)structure The district. The legal notice was publi said premise affected is property with frontage an the West side of Waverley within the R-4 zoning shed in the Eagle Tribune on November 3& 10,2003. The following members were present; Walter F.Soule,Ellen P.McIntyre,Joseph D.LaGrasse Joe E.Smith,and Richard 7 Byers. Upon a motion by Ellen P..McIntyre and rd by Richard Finding from Section 9,Paragraphs 9.1 and 9.2,and Section4 para Board voted to GRANT a in order to extend the footprint of the previously granted Special pe , 0graph 022t 48 a ring Bylaw structure per Special Permit Plan located in North Andover MA. rfor Hope Co.,LLP.370 Great Pond Road,North Andover ecorrd owner&applicant Charles and 3/3/04 by Michael J. Sergi,P.L.S. #33191,Christian'&Se gie 160/S/ucnm Streeto/03 Haveahill/03, MA.01830;Landscape platy and Details,project:Charles Hope Co:Up, Waverley Road,Date: 3.5.04 by Christian C.Huntress,Registered Landscape Architect#1178,Huntress Associates, 17 Tewksbury Street,Andover,Massachusetts 01810;and Damare Design,98-11 Main Street,North Andover,MA 01845 [drawings for)425 Waverly Road,North Andover,MA The Charles Hope Companies, sheets GS, 1-4,Dl -D4,and Al—A5 an condition that: 1. The applicant shall install a granite post showing the PostOffice street addresses. 2. The signage for Waverley Road Condominiums shall conform to Section 6 of the Zoning Bylaw. Voting in favor: Walter F. J.Byers. Soule,Ellen P.McIntyre,Joseph D.LaGrasse,Joe E. Smith,and Richard I APage ] of 2 '1'�1'ES'1�. A True Copy Town Clerlt i C -. Board of Appeals 978-688=9541 Building 978-688-9545 Conservation 978-689-9530l r: Health 978-688-9540 Planning 978=688-9535 Town of North Andover G� HORTN 1 Office of the Zoning Board of Appeals �� •''�`�� :•"°g Community Development and Services Division 27 Charles Street �• + North Andover,Massachusetts 01845 �,'"*�•�'�� rs�c►wIs D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 The Board finds that the applicant has satisfied the provisions of Section 9;Paragraphs 9.1 &9.2 and Section 4,Paragraph 4.122 of the zoning bylaw and that such change,extension or alteration shall not be.substantially more detrimental than the 4 unit structure,granted by Special Permit 2002-048, to the neighborhood. 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 Special Permit granted under•theprovisions contained herein 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,it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, 01 Walter F. Soule,Vice�Chalrman Decision 2003-040. M22P130. Page 2 of 2 Board of Appeals 978-688-9541 Building 978.688-9545 Conservation 978-688-9530 Health 978-688-9540 Punning 978-688-9533 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division • 27 Charles Street North Andover,Massachusetts 01845 CNust' D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 Modification to Notice of Decision Year 2004 Property at: 425 Waverley Road NAME: Charles Hope Co.,LLP 370 Great Pond Road MODIFICATION DATE: 9-21-04 ADDRESS: 425 Waverley Road PETITION: 2003-040 North Andover,MA 01845 TYPING DATE: September 23,2004 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,September 21, 2004,at 7:30 PM in the Senior Center, 12OR Main Street,North Andover,MA upon the application of Charles Hope Co.,LLP,370 Great Pond Road,for premises at: 425 Waverley Road,North Andover,MA,requesting the Board to modify the March 9,2004 decision granting a Finding from Section 9,Paragraphs 9.1 &9.2,and Section 4,Paragraph 4.122 of the Zoning Bylaw to extend the footprint of a previously allowed Special Permit for a pre- existing non-conforming residential(four family)structure by replacing the existing structure with a new structure. The following members were present: John M. Pallone,Ellen P.McIntyre,Joseph D.LaGrasse,Richard J.Byers, and Albert P.Manzi,III. The following non-voting members were present: Thomas D.Ippolito,Richard M. Vaillancourt,and David R.Webster. Upon a motion by Joseph D.LaGrasse and 2°d by Richard J.Byers,the Board voted to GRANT the applicant's request to modify the Finding 2004-040 to allow the existing structure on the site to be razed and replaced with a new two unit structure and previously approved attached 2 unit structure,per Damarc Design,98-100 Main Street, North Andover,MA 01845[drawings fur]425 Waverly Road,North Andover,MA The Charles Hope Companies,sheets land A1—A5,Date 3-1-04,Revision:9-1-04. With the following additional condition: 1. The applicant shall submit a Mylar reflecting the new 2 unit structure and the 2 unit extension. Voting in favor: John M.Pallone,Ellen P.McIntyre,Joseph D.LaGrasse,Richard J.Byers,and Albert P.Manzi, III. The Board finds that the modification request is within the allowed seven(7)year modification time. The Board finds that the letter from Michael R.Fillion,P.E.#34984,Fillion Group,Inc.,71 East Street,Sharon,MA 02067 dated June 9,2004 states that"The existing residence at 425 Waverly Road is vacant and shows obvious signs of weathering and deterioration. ...Certain structural elements as mentioned above,pose a threat to life and safety and should be addressed.". For those reasons,the Board finds that the applicant has satisfied the provisions of Section 9,Paragraphs 9.1 &9.2 of the Zoning Bylaw that such change,extension,or alteration shall not be substantially more detrimental than the existing structure to the neighborhood. Town of North Andover Board of Appeals, Ellen P.McIntyre, " Decision 2003-040 Modifica' on. - M22P130. - Enclosure: Decision 2003-040 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Town of North Andover to Office of the Zoning Board of Appeals �j •'' °°� Community Development and Services Division « • 27 Charles Street '�'^+;..o r„�'�• North Andover,Massachusetts 01845 'sscMu«et D. Robert Nicetta, Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 Modification to Notice of Decision Year 2004 Property at: 425 Waverley Road NAME: Charles Hope Co.,LLP 370 Great Pond Road MODIFICATION DATE: 9-21-04 ADDRESS: 425 Waverley Road PETITION: 2003-040 North Andover,MA 01845 TYPING DATE: September 23,2004 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,September 21, 2004,at 7:30 PM in the Senior Center, 12OR Main Street,North Andover,MA upon the application of Charles Hope Co.,LLP,370 Great Pond Road,for premises at: 425 Waverley Road,North Andover,MA,requesting the Board to modify the Mare 9,2004 decision granting a Finding from Section 9,Paragraphs 9.1 &9.2,and Section 4,Paragraph 4.122 of the Zoning Bylaw to extend the footprint of a previously allowed Special Permit for a pre- existing non-conforming residential(four family)structure by replacing the existing structure with a new structure. The following members were present: John M.Pallone,Ellen P.McIntyre,Joseph D.LaGrasse,Richard J.Byers, and Albert P.Manzi,III. The following non-voting members were present: Thomas D.Ippolito,Richard M. Vaillancourt,and David R Webster. Upon a motion by Joseph D.LaGrasse and 2nd by Richard J.Byers,the Board voted to GRANT the applicant's request to modify the Finding 2004-040 to allow the existing structure on the site to be razed and replaced with a new two unit structure and previously approved attached 2 unit structure,per Damarc Design,98-100 Main Street, North Andover,MA 01845[drawings for]425 Waverly Road,North Andover,MA The Charles Hope Companies,sheets land Al—A5,Date 3-1-04,Revision:9-1-04. With the following additional condition: 1. The applicant shall submit a Mylar reflecting the new 2 unit structure and the 2 unit extension. Voting in favor: John M.Pallone,Ellen P.McIntyre,Joseph D.LaGrasse,Richard J.Byers,and Albert P.Manzi, III. The Board fords that the modification request is within the allowed seven(7)year modification time. The Board finds that the letter from Michael R.FilliP.E.#34984 Filli on, on Group,Inc.,71 East Street,Sharon,MA 02067 dated June 9,2004 states that"The existing residence at 425 Waverly Road is vacant and shows obvious signs of weathering and deterioration. ...Certain structural elements as mentioned above pose a threat to life and safety and should be addressed.". For those reasons,the Board finds that the applicant has satisfied the provisions of Section 9,Paragraphs 9.1 &9.2 of the Zoning Bylaw that such change,extension,or alteration shall not be substantially more detrimental than the existing structure to the neighborhood. Town of North Andover Board of Appeals, 1 c . Ellen P,Mclniyre, "- Decision 2003040 Modificat<on, M42P130. _O . 4' Enclosure: Decision 2003-040 - w A Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-088-9530 Health 978-688-9540 Planning 978-688-9535 Town of North Andover O p ORT Office of the Zoning Board of Appeals 0_'4 CommunityDevelopment ` lo pment and Services Division . 27 Charles Street North Andover,Massachusetts 01845 D. Robert Nicettass�cHus� Building Commissioner Telephone(978)688-9541 Fax� 7 �68&954 This Is t°Oe 1 t tw8nI ( l days have elepsed from data o dedslon,{fled wittidut tiling ora ape I. Any appeal shall be filed Notice of Decision Date .A within(20)days after the Year 2004 J9YOe A.gredihaw date of filing of this notice Town Clark in the office of the Town Clerk. Prope r at: 425 Waverley Road NAME: Charles Hope Co.,LLP,370 Great Pond Road HEARING(S): 11-18-03,1-13,2-Y0, ADDRESS: 425 waverley Road &3-9-04 North Andover,MA 01845 PETITION 2003-040 TYPING DATE: 03-11-04 The North Andover Board of Appeals held a public hearing at its re 7:30 PM upon the application of Charles Hope CO.,LLP,370 Great Pond Roadgular ,four Tuesday, emiseess at: 425 Waverley Road,North Andover,MA requesting a Finding from Section 9,Paragraphs 9.1 & 9.2,and Section 4,Paragraph 4.122 of the Zoning Bylaw to extend the footprint of a previously allowed Special Permit for a pre-existing non-conforming.residential(four family)structure The said premise affected is property with frntage On the West side of Waverley within the R-4 zoning district. The legal notice was published in the Eagle Tribune on November 3& 10,2003. The following members were present: Walter F.Soule,Ellen P.McIntyre,Joseph D.LaGrasse Joe E.Smith,and Richard J Byers. Upon a motion by Ellen P..McIntyre and 2°d by Richard J.Byers the Board voted to GRANT a Finding from Section 9,Paragraphs 9.1 and 9.2,and Section 4,Para 4.122 of the Zoning m order to'extend the footprint of the previously granted Special Permit 048 for a 4 unit Bylaw structure per Special Permit Plan located in North Andover MA.,record owner&applicant Charles Hope Co.,LLP. 370 Great Pond Road,North Andover, and 3/3/04 by Michael J. Sergi,P.L.S. #33191,Christian, Sergi, G100/S/03,rev. ]0/20/03, 11/11/03, MA.01830;Landscape Plan and Details �� Summer Street,Haverhill pro C 3.5.04 by Christian C.Huntress J Charles Hope Co.LLP, Waverley Roa Registered L e3' d,Date: Landscape Tewksbury Street,Andover,Massachusetts 01810;and Damarc Des;78,Huntress Associates, 17 Andover,MA 01845[drawings for]425 Waverly Road,North Andover,9MA The Charles Hope� Companies,sheets GS, 1-4,DI -D4,and Al—A5 on condition that: 1. The applicant shall install a granite post showing the Post Office street addresses. 2. 7he signage for Waverley Road Condominiums Zoning Bylaw. shall conform to Section 6 of the Voting in favor: Walter F. Soule,Ellen P. J.Byers. McIntyre,Joseph D.LaGrasse, Joe E. Smith,and Richard. r APage ] of 2 '1,rl,ES,I,: �..� A True Copy 'Powe Clerl.. co - Board of Appeals 978-688=9541 Building 978-688-9545 Conservation 978-f 8R-933 Health _ 888954p �l', r.',..,•••- 97 6 _ r Planning 978=688-953 S Town of North Andover NONTM Office of the Zoning Board of Appeals :f;r"" Community Development and Services Division 27 Charles Street VAL North Andover,Massachusetts 01845 ss�cHus� D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 The Board finds that the applicant has satisfied the provisions of Section 9;Paragraphs 9.1 &9.2 and Section 4,Paragraph 4.122 of the zoning bylaw and that such change,extension or alteration shall not be.substantially more detrimental than the 4 unit structure,granted by Special Permit 2002-048, to the neighborhood. 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 underthe provisions contained herein 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 it shall lapse and may be re-established o notice,and a new hearing. my after Town of North Andover Board of Appeals, Walter F. Soule,�VicoeChairman Decision 2003-040. W2P130. Page 2 of 2 Board of Appeals 978-688-9541 Building 97&688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 I - a M�i TN�y OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL 'WU PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: NAME OF BUILDING: 6, 1 a - 3 - 4-- NATURE OF PROJECT: 4- Pe,—. IN ACCORQ4ANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, -'r J, REGISTRATION NO. `10 65 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL 0 STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THENORTH ANDOVER BUILDING IN UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TOT SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUP C .Q d B , $08 as S GNAT � E iA�f'S'` S SCRIB ANDS O TOBEFORE ME THISDAY O � H (?FM¢ NOTARY PUBLIC MY COMMISSION EXPIRES I� 010 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER � .' CONSTRUCTION CONTROL Hu PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: NAME OF BUILDING: V nr t'?'S 1, Z, 3,4- NATURE OF PROJECT: 4- (ZEStDE.vr&A c. Vv,%T S IN ACCORDCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, REGISTRATION NO. Z 7 7 65 '-'4' *�'" BEIN REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: e4tvS M& 14615 AS 5 µova/ p,j PLA"'g l To IS PRcpAAeo 6 Y V rGtoa. F . g 44A., J R ENTIRE PROJECT 0 ARCHITECTURAL 0 STRUCTURAL, MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR; UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR O UPAN SUBSCRIBED AKI D SWOR TO BEFORE ME THISdk_DAY OF t �� NOTARY PUBLIC MY COMMISSION EXPkE t Coq I r------------ ---------------'-, - I------------------------------- I\ / t t t ! I f ! I I ! 4•CONCRETE FLOOR SLAB s-In•STEEL uuLYCOL I L— ------------------------ i 1 I I ON 24'X24'XI2'GONG- ! I I ! ! FOOTING, IGAL6. 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HOUR RATING ARE TO BE SID'TYM W FIRE T� QpNd� - DO BTH I t t I _ POST FOR BEAM i ` 2836 I I l I LIVING ROOM t I I I ZERO CLEARANCE FIREPLACE � t � I t I O'-10 DECK l I ® DOOfz SG+ff3ULE 2846 I I PORCH TYPESIZE REMawcs 5'-0'X b'-8' IN5ULATED STEEL EXTERIOR 3'-0'X b'--B' IHR.RATED INSULATED 57EE!_ 2646 t 6'-0'X 61--9' VINYL.SLIDING CA-ASS 2'-6'X b'-8' WOOD INf8210R LIVING ROOM I-4'X 6'-e' WOOD INTERIOR STUDY 2846 ® W-0'X b'-B' 2 PAIR 2'-0'X&-B'BIFOLD HOOD I 5'-0'X 2 PAIR 2'$'X b'-8'BIFOL.D WOOD Z 546 - 2'-0'X b'-8' WOOD IMMOR NOM: MODEL N MB13M SHOWN FOR WINDOWS t ARE FOR CTU THOSE A5 MANIFARF.D BY 2846 cRED Aft I PURPOSES OF 1 AND U VALUE ZERO GIFARANCE FIREPLACE I ANDazsEmAyo mm usm FOR ���` ��I�F� FIRST J.00 PLAN P ONLY-ANY oP„oN5 ARE„HF- RE5PONUhl 175 I 2 51BLITY OF THE CONmcToAAR 1 Q TO DISCA)S5 WITH OWNER 4'3 . 9 5 r O P 2' 5' 4' 5' ID' I Bos " Scale: DRAWN BY: 2846 E 2846 2646 MA pk VICTOR E. HAGAN JR. PROPOSED NEN CONSTRUCTION 58 REGENT AVE' 425 WAVERL1' ROAD BRADFORD, MA. 01,555 0!8)374-8-t1a NORTH ANDOVER, MA 2846 2646 2846 1 2246 23'_11 25'-1 BEDROOM BEDROOM MASTER BEDROOM 2246 MASTER BEDROOM I v I I I � -4 -2 -2 i'-4 -b -3 GL05. CLOS. I GL05. I CLOS. �+ 2&36 = BATH I BATH � IpY I Yp O ' LD . ROOF of GARAGE BELOW • ffiJ� • y, O c o•-lo -B,4TH BAT# - 28a6 ® ® 2x36 ' • I I I • GL05. i { i CLOS.Ir Li ® I DOOR SC 4EVULE I - - TYPE Sim `� 3'-0'X b'-8' INIMATED STEEL EXTERIOR 3'-0'X 6'-8" IH;L RATED INSULATED STIML ' 61-0'X b'-8' VINYL SLIDING 6SLASS 2'-6'X b'-b' WOOD INTERIOR 1'-4'X 6'-b' WERI OOD INTERIOR -8 =9 1'-f -b �' ® 4'-0'X b'-b' 2 PAIR 2-0'X b'-8'BIFOLD WOOD 5'-0'X 6',B' 2 PAIR 2'-6'X 618'BIFOLD HOOD 21-0'X 61-8' WOOD INTERIOR BEDROOM ( BEDROOM SECOND FLOOR FL *DA Nam ( UNITS I c$ 2 MODEL 1,41MEMS 51-fOhW FOR WINDOWS ►' ARE FOR THOSE A5 MANUFACTURED BY ( O P 2' 3' 4' S' NBo. O� c�a FURPOSM OF SIZE AND U VALUE 4'-S 4'� scale,: h $S. ONLY-ANY OPTIONS ARE THE r ti RESPONSIBLITY OF THE CONTRACTOR TO DISCUSS Y4ITT1 oWN� 2646 I 2&46 2946 , 2846 OF DRAIN BY: I PRO 05ED NEV1 GON5TRUGTION VICTOR E. HAGAN JR. 425 1NAVERLI' ROAD 58 REGENT AVE. BRADFORD, MA. Ola55 NORTH ANDOVER, MA ------------------------------ --------------------------------� I I / � I I \� -- -------- I / ATTIC /�/ I �� ATTIG / ROOF Of=6ARA6E BELOW I / I ----------- ------------ r- I I I , I I I I , I � , I , I � I I I DOOR SGIEDULE REMARKS 1 i TYPE Sim I I 1 3'-0'X b'-8' INSULATED DR STEEL EX1 ERI I 1 3'-0'X 6'-8' IHR RATED INSULATED STEEL I 1 I 6'-0'X b'$° VINYL SLIDING ELAS`' 2'-6"X 6'-8' 91000 INTERIOR 1'-4'X b'-8' WoOD INTERIOR I I ® 4'-0'X b'-b' 2 PAIR 2'-0'X 6'-Z>'BIFOLD WOOD I 5'-0'X I b'-8' 2 PAIR 2'-6'X 6'-8'BIFOLD WOOD, 2'-0'X 6' WOOD INTERIOR I , I i �D After if FLOOR PLAN NOTE. I !I I UNITS 1 2 A "ARE AS T,, I �. 1/4 11 = 11-o II A C713tS N AND ARE LSED FOR , FuRPosES OF sig AND u VALUE ONLY-ANY OPI ONS ARE THE RESPONSIBLITY OF THE wWRAGTOR , I �Q. TODISGUSSNTH 09P83L L------------------ ------------------� Of DRAMBY: PROPOSED NEW GON5TRUGTION VICTOR E. HAOAN JR 425 WAYERLY ROAD 5D REGENT AVE. _ -- t\1/'�CTL! b�inn��I=I;2 MA 12' rp THIRD FLOOR IEEII 12' `;•p 12' SECOND FLOOR �•� 15T FLOOR II II II II II II II II II II I I I I I I i t 1 1 I I I I I I I i I l 1-1-1-1 ---------rL-4-----------------------------------TJ-I-r-----------I-L-L r--------------------------- L--L---------L--1-----------------------------------j- --------- ----------------------- - - ------- ED -------------------------L--L---------L--L------------------------------------L-L-----------J--L---------------- - E®q� FRONT ELEVATION Q UNITS 1 $ 2 No. B ON 1' O 2' 3' 4' S' la ' � DRAWN BY: �lTy OF MPS VICTOR E. HAGAN JR. PROP05ED NEW GON5TRUGTION 58 REc-ENT AVE. 425 WAVERLY ROAD BRADFORD, MA. 01855 NORTH ANDOVER, MA (9"18)374-8719 CONT.RID6E VENT FIBERGLASS SHIN&L.ES 12' 1/2'EXT.PLYND.SHEATHING ,•P 2XIO RAFTERS 12' R=50 17I5ERSLP55 BATT INSUL. TP METAL DRIP EDGE CONT.SOFFIT VENT VINYL SIDING 3/4'T s 6 PLYWD.SUBFiAOR 112'EXT.PLYWD. LEFT S1DE ELEVATION 2X10 FLOOR JOIST SHEATHING R=19 FIBER6I IVB BATT INSULTo TO 'TYVEK' UN I T5 1 1 2 2X6 5TUD WALL_ I/O, = I I_oil R=19 FIBERS BATT INSUL. LE STUD WALL WITH 13 RISERS a Tb'EA WLAYETYPE X' RS 5/8' F GYPSUM PAL J30.BETY&MN- 12 TREAD' a 10'EA. 1/2'GYP.WALLED.EITHER SIDE 11 If LALA 15 RISERS a ?b'EA 12 TREADS o 10'EA. 10'GONG.FOUNDAITON BITUM.DAMPPROOFIN6 101X20'CONC.FOOTING 4'LONG.SLAB 6'CRUSHED STONE W/ cR0A P POLY VAPOR BARRIER Voq REAR ELEVATION TYPICAL WALL SECTION coo UNITS 1 1 2 a0. o o m s. O 1' 2' 5' 4' 5' 10' SGQIe: DRAWN BY: PROPOSED NEW CONSTRUOTION VICTOR E. HAOAN JR. 425 WAVERLY ROAD 55 REGENT AVE. BRADFORD, MA. 0055 NORTH ANDOVER, MA 13'-b' —��-- 11''4• 5' � Ivo A-cG E55 To c3) I X io•P.T. ATnC- o✓E 2 1 I I•I II PT 14' 14'-4' -1015T5 o Ib'OL. 2'X 10'FLOOR JOIST5 0 Ib'O.G. LLU 23'-11' D (4)2'X 12 14'-2' 2'X 10'RAFTERS 016- I O.G. 2'X 10'FLOOR.JOISTS a fb'O.G. 12'-4' 10'-2' 10'I2� 2X12 RIDGE BEAM B BEAM C (4)�.l X 12' IlFi I L i (4 2'X 12' 1 �,-2• a,-b• - v� BEAM E (3)2'X 10' ,.T. , O , 1q, 4, I- W-5 3. Comma T Le oem OZ 2•X 10 PT FLOOR t,,.,.T.} Z- 2 D JOISTS a Ib'O.G. wir4 L Ro%js 2oA con,,,.,,✓ BEAM A: 3 - 1-75A '94- S -a�urti e 8"oe- FIRST FLOOR FRAMING - UNITS 142 BEAM B: 3- 1.15 x tl '/rl SECOND FLOOR FRAMIN& - UNITS 1 $2 STgac.1:0-Eo BEAM G: 3 - 1.75 - #( 7/%, BEAM D: 4-1.7sit I I YS BEAM E 3 - 1 .7 5 6ETERAL NOTES: a. ALL PRE- ED ENEINEERJOISTS TO BE BPEROISE CASCADE AND INSTALLED POF f yj s I. ALL LVL BEAMS SHALL BE BOISE CASCADE,VERSA LAM OR EQUAL MANUFACTURER'S IN5TRUGTIONS AND 5PEGIFIGATIONS INCLUDING BUT NOT � ALL INSTALLATION TO BE PER MANUFACTURERS RECOMMENDATIONS AND LIMITS TO ALL ACCE5��ORIES SUCH AS RIM BOARDS,M�5T1 BRIDGING, 0 NAW 2E13CE N SPEGIFIGATION5. PROP6ZTIE5, E-2,OOOPOOP�'I,Fb-2900PS1 BRAGIN6,NAILING AND CONNECTION.REQUIREMENTS ETC -49 + .. .aI AI CL ALL COLUMNS DE516NATED ON DRAWINGS TO BE BOISE CASCADE GD WI VERSA LAM 2200. q. ALL STEEL LTO BE A3b. STEEL COLUMNS WITH BASE AND BEARING PLATES TO BE 2. ALL LVL INDNIDJAL MEMBERS IN BUILT UP BEAMS OF THREE hEh1BE]i5 OR BEAM WIDTHS-1/2'PLATES. PLATES WITH 43/4'HOLES,BOLTED OR YMLDED TO 7765 -� LE56 V IN NAILED T EMBERSIsETHER WITH 3 ROME Ib d a 12'OG. STAGGER BEAM. BEAM TO BEAM cONNEGTIONS TO BE DESIGNED BY ENGINEER 90FF is-re- OR OFFSET EACH ROW BY 12'. Ss,OPIrL ' v`� 3. ALL LVL INDIVIDUAL h11 5 IN BUILT UP BEAMS OF MORE THAN THREE 10. ALL SUPPORT UKIXR BEAMS TO HAVE SUFFICIENT UNINTERRUPTED SUPPORT MI h R:S TO BE BOLTED TOGETHER MATH 2 ROWS OF 1/2•DIA.BOLTS, ALL THE WAY DOM TO THE FOUNDATION OR ONTO LVL BEAM. ANSI/ASME STANDARD 5I'5.21-1`161 a 24'O.c. 5TA64SER OR OFFSET IL BRING ALL DESGREPENCIES TO THE ATTENTION OF THE ENGINEER.IF ACTUAL EACH ROWW. FIELD CONDITIONS ARE DIFFERENT THAN DEPICTED OR E>VW ED,NOTIFY THE ENGINEER 4. 2 L LVL BLV BEAMS ToSE EX ON55', BULVLS PUSS OF X 8MINIMUM VAS LISTEDLS USE BEL 85. 12. coORD1NATE ALL KMK NTH PRAKN65 PROVIDED BY MARTHA MAGIrw15. ENGINEER: LANRENGE H. OODEN FE OR AS DESIGNATED ON DRANNGS OR ON STEEL. 15. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 P5F,DL 15 P517,ROOF SNOW S. BEARING ENDS of ALL BEAMS TO BE BLOCS 145.SOLID EACH SIDE. I�8 EAST MAIN STREET LOAD W PSF,DECK LL 6O PSF. 14. FOUNDATION SHALL BE CARRIED DOMAi TO UNDISTURBED SOIL HAVING A MINIMUM GEORGETOWN, MA. 0055 b. ALL OTHER FRAMN6 TO BE CURRENT'EDITION OF MA55 STATE BUILDING GORE FRAMING LUMBER eb= 1000 P51,E=13OOPOO PSI BEARING cAPAC1TY of Is Torts PER SQUARE Fool. q-18-352-8318, Ge I I c{-�,8-502-5a2 I T. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE. INSTALLATION AND NAILING TO BE PER MANUFACTURER'S RECOMMENDATIONS. USE SIMPSON H-10 HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER. DRAWN 51r: PROPOSED NEW CONSTRUCTION VICTOR E. HAGAN JR. 58 REGENT AVE. 425 WAYERLY ROAD >a>?Anr=nlzn MA nl95=;t NnRTH ANOrDVER. MA I 14'-4' 2 X 10'FLOOR.101575 o Ib'O G. V I I I 'X 10'RAFT13Zv o Ib'OG. BEAMN6 KAL L HIP HIP RAFTH2 12'-8' ROOF OF 6ARA6E BM.OW Fit VALLEY RAFT6Z 2702 RID6E O�O c1 ATTIC, FLOOR PLAN ROOF FRAMING PLAN UNITS 1 2 UNITS 1 4 2 ENGINEER: L_ANRENC E H. OC DEN PE 198 EA5T MAIN STREET 6EOR6ETOWN, MA. 0055 ql8-352-8518, cell cr5-502-5Q21 DRAM BY: PROPOSED NEN CONSTRUCTION VICTOR E. HAGAN JR. 58 REGENT Ave. 425 WAVERLY ROAD BR 60FORD, MA. 01855 NORTH ANDOVER, MA (�i'18)3748�19 \ 2'-2' 2'-2• m o ° ° ° ------- ---- -------- ------------ � i 1 Iip � ' �---------- — ---------( I ---- — -------- I I r__ I ——— I ( I BEAM POCKET I i ( BA+POCKET Y ' I I 1 1 I I III I L---- I ------ ----- t --------------------- 1 Y I I r 5 1/2•CoNCRETE Flux I j I j sT't� RETE FI L I ( STEEL PIPE I ( I I I 1 COLWK , I ( I COLUMN -� ( ( I I 10•CONCRETE FOUNDATON NwLL I ( I i ( ~J ^� I I I 4•CONCRETE FLOOR SLAB I I I I I I I l I ( j 10•CONCRETE ON I I I IO•CONC�re FouNVA ION I I I I I I 10'X 20'CONCRETE FOOnN6 I I r+ ( I 10•CONCRETE FOUNDATION YVAL L a I I ( I I I Li—J I I I L1J ( ( I I 10"X 20•CONCRETE 'T 1 ( 4•CONCRETE FLOOR SLAB ( 10"X 20•CONCRETE I I I I I I I ( I I ( lo,x 20•coNCRl=TE FoonNe t I ( I I I I I I I I I I Ii( F LL +J FOOTINe2jI t I I I ( I ( I I l I I t I J 4'CONCRETE FLOOR SLAB L-------------------- —___ 4•C.ONGRETEFLOOR SL.AB I ---------- ---------------------- ————-I I l 1 r--- r -1 I ' I r 24'X 24"X ( RETE FOOTING f I } I L L J I I I T I I BEAM POCKET BEAM POCKET � ( 1 �_ ---------� ' ---------- — --------J I BOS41 O ( -------- — I M. I _ ------ ------------ /H 0a FOUNDATION PLAN UNI AND 4 O 1' 2' 5' 4' 5' 10' SGAIe: DRAWN BY: -- DOOR SCHEDULE ---15' TYPE SIZE 5 s'-0'X 6'-6" INSULATED STEEL EXTERIOR j cz 5'-0"X 6'-8" INR RATED I TED 5TEEL 6'-0"X 6'-6- VINYL SLIDING GLASS O 2'-6'X 6'-8" WOOp INTERIOR 1'-4'X W-6" WOOD INTERIOR ® 4'-0'X 6'-8' 2 PAIR 2'-0"X 6'-8'BIFOLD WOOD O 5'-0'X 61-01 2 PAIR Z'-6"X 6'-6'BIFOLD "6 2' 12 -61 FF 2'-0"X 6-8 WOOD INTERIOR 2656 2656 6L r ZY T l7i - I I I I I ® I I I 4 ® I BATH 2 - - - I - - �` I KITCHEN KITCHEN •� s�. n 1 - -- slyED I Q--- - - - - - - - 1 1 I DOWN 2646 ONE HOUR FIRE SEPARATION WALL GARAGE 1 DINING ROOM I DINING ROOM i GARAGE f 1 UNIT # 5 i UNIT # 4 I I I - - - - - - - - Al 1 2846 - - 4 LIVING ROOMI -� I I LIVING ROOM 1 2646 2646 1 ZERO CLEARANCE FIREPLACE ® I ® ZERO CLEARANCEF IREPLAGE I NOTE. I CLOS, I CLOS, I 1 O O 1 MODEL NUMB SHOWN FOR WINDOWS ARE FOR THOSE AS MANUFACTURED BY ANDC�E:N AND ARE USED FOR PURPOSES OF SIZE AND U VALUE2846 2846 2646 1 2646 ONLY-ANY OPTIONS ARE THE 1 1 PIS"SS WITH TTY OF THE CONTRACTOR TO ( , I F I QST FLOOR PLAN TO DI5GU59 OWNER I U�l� � �� 'ht 4 • �t�; ���t J.Vp,Q �� Q DRAWN BY: VICTOR E. HAGE. JR. PROPOSED NEW CONSTRUCTION Bos 58 REGENT AVT 01835 NORTH ANDOVER, MA gy MAs . BRADFORD, MA. ��I'18�374-8714 �?�,4 SSQ. 2846 , 2846 I 2846 ' 2846 , 22'-b I ' I ' I • 5 -b CD- 4-4 2846 -4 2 283b I eD 2b46 2846 I 1 I ' ------ ------- ——————————-- o BaTH f --------- ------ - I � I � I � ' I ® -J L - " t-.-5 _ ----- — I - a} MASTER BEDROOM .� r i •— I ® I 5 I J MASTER BEDROOM 846 2846 2 I y_8• 2846 7'-4 2-I 2846 '-11 I I I n ' I I -I I �� 7'-4 � DOOR SCHEDULE TYPE size REMARK5 51-01 x b'-e' INSLLATEV STEELEXTERJOR 1 I I g 3'-0'X 61-8' IHR.RATED INSULATED 5TEEL ' , BM S �� 6'-0'X b'-Ib' VINYL SLIDING CLAS 21-6'x 6'-8' WOOD INTERIOR 2846 2846 P 5 1'-4'X b'- V4000b• o00 INTERIOR ��Ty OE MP�� ® W-0'X b'-8' 2 PAIR 2'-0'X b'-b'BIFOLO .WOOD S E G Q N D F L®O 5'-0'X b'-8' 2 PAIR 21-6'X b=8'51FOLD WOOD 2 -�2 -4 2'-0'X b'-8' WOOD INTERIOR UN I'`� 1 #5 AND #4 NOTE- I MODEL N1MBl�5 SHOWN FOR WINDOWS O I' 2' 3' 4' S' 10' ARE FOR THOSE A5 MANUFACTURED BY Scale:ANDERSEN AND ARE USED FOR PURPOSES of 5IzE AND U VALUE ONLY-ANY OPTIONS ARE THE RESPON5IBLITY OF THE GONTRArTOR TO 0I5GU55 WITH OWNER DRAWN BY: VICTOR E. HAOAN JR. 5b REGENT AVE. PROPOSED NEW GONSTRUGTION 0 II II - II I . I II II II II II II fl II F-1 rjJT--------------------------r, -7------------------------------------------------TI-4-------------------------TLL7 �--L------- ------------- ---------------- ------------------ ------------------ ------ `--� RED AAC��� FRONT ELEVATION UNITS #5 $ #4 " 1/4 = I '�O" o. B T M, o S. DRAYJN BY: '�lTy p#�,P VICTOR E. HAGAN JR. PROPOSED NEYq CONSTRUCTION 58 REGENT AVE. 425 PgA\/ERLY ROAD 2 BRADFORD, MA. 0055 (m8)3-r4-8-r1a NORTH ANDOVER, MPS DONT.RIDGE VENT FIBS SHINSLE5 1/2'EXT.PLYWD.SHEATmN6 �•� ROOF TRUSSES,GONFIfURATION AND SPACING TO BE DETERMINED BY THE MANUFACTURER R=50 FIBRSLP56 BATT INSUL. DE 4 E55 T TTIG 1I II II II L�------------��-----------------------��------------�� METAL DRIP EDGE CONT.SOFFIT VENT UNITS #5 4 #4 VINYL SIDING REAR ELEVATION 5/4'T 3 G PLYHM.SUBFL.00R 1/2'EXT.FLYWD. I/G/�i =I 1-0 Oii 2X10 FLOOR JOIST SHEATHING R=14 FIBIERCA-A-5 BATT INSUL HOUSEHRA1'EQUAL TO 'TYVEiG' 2Xb STUD WALL R=19 FIBERS BATT INSUL. DOUBLE STUD WALL WITH SERS 0 7 6'EA (2)LAYERS 5/5' 'TYPE X° 13 RI 12 TREADS O 10' A. GYPSUM WALLED'SETHMN- I/2'GYP.WALLED.EITHER SIDE 15 RISERS O 1.6'EA. 12 TREADS O 10'EA. 10'GONG.FOUNDAITON BITUM.DAMIPPROOFING Ll 1-1 10'X20°GONG.FOOTING 4'GONG.SLAB I I I I I I I I I IL I I } M ARR _��-------_---—_��---�J C7 6'GRU= DSTONE W/ UN 1 T#5 1 #4 POLY VAPOR BARRIER Q QpQi�' RICHT SIDE ELEVATION TYPICAL WALL SECTION N g Coil, I/8" =l'—O" 14 =1'-0 130s DRAwx Br: VICTOR E. HAGAN JR. PROP05ED NEW CON5TRUOTION � 5.5 REGENT AVE. BRADFORD, MA. 0I555 425 WAVERLY ROAD (�rra)3-r4-a7la NORTH ANDOVER, MA f _ _ �4 ` 6GZ 4vJ "oc ore t9•L �oc (3)2'X 2' ( 4-`I B CZ 5 0� 2'X 10'Pr 0 16'0c (�`' o C. 8' 10' 1O1-120' 20' 1 11 ——————————— —————————————1 I I I 9 6 O I INEERED FLOOR,JOIST SYS e Vol x o n Q • I I FLOOR Jp15T YSlet I FLOOR JOI T 5Y TEhi 0 0 w i x x I r n I i ——————————— —————————————J `� l 13-2 •6 toLv� 4 ���Ntct- Lc oq v 1... t1e4 Z 2a-✓: 2'X B'P.T. Z v� CV/w•.a�/ 5?v¢GtE(ZGi� FIRST FLOOR FRAM I NO PLAN SECOND FLOOR FRAM I NO PLAN � �=s LAWRENCE UNIT 5 4 HAROLD m ,.,DEN # # UNIT #5 AND #4 � '� 1/4" = 1'-0" 1/4" = 1'-0.. �o��c c 6 ✓at� 7,5 ENGINEER: LANRENGE H. OODEN FE Iq8 FAST MAIN STREET OEOROETONN, MA. 01855 Q-18-552-8318, ce I I a78-502-S�f 21 DRAWN BY: VICTOR E. HAOAN JR. PROPOSED NEN CONSTRUCTION 58 RECENT AVE. 425 HAVERLY ROAD BRADFORD, MA. 01835 14 (q-ib)3-14-87I q NORTH ANDOVER, MA GENERAL NOTES, I. ALL LVL BEAMS SHALL BE BOISE CA5GADE,VERSA LAM OR EQUAL. ALL INSTALLATION TO BE PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. PROPERTIESs E-24)OOpOOP51,Fbe 2A0OPSI ALL COLUMNS DESI6NATED ON DRAWINGS TO BE BOISE CASCADE VERSA LAM 2200. 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE NAILED TOGETHER.WITH 9 ROWS 16 d 0 12.O.G. STAOCER OR OFFSET EACH ROW BY 12". 40' 9. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE MEMBERS TO BE BOLTED TOGETHER WITH 2 ROWS OF 1/2'DIA.BOLTS, ANSI/ASME 5TANDARD 9118.21-1981 0 24"O.G. STA96ER OR OFFSET EACH ROWW. FOLDING ATTIC ACCESS STAIR 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW, LOCATE IN ROOF TRUST SYSTEM 2 TO S LVLS-USE 3"X 95'j 4 LVL15-USE 45'X:35"1 5 LVL'S-USE 6'X95'1 PER MANUFACTURERS RECOMMENDATIONS OR AS DESIGNATED ON DRAWINGS OR ON STEEL. S. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 145'SOLID EACH SIDE. b. ALL OTHER FRAMNS TO BE CURRENT EDITION OF MASS STATE SUILDINS CODE FRAMING LUMBER ft. 1000 P51,Ev1900000 P51 A 5 6 OG. 1. ALL JOIST AND BEAM HANGER a TO HE SY SIMPSON STRONG TIE. INSTALLATION I AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. USE SIMPSON Mae ,� H-10 HURRICANE TIE AT THE SAVE END OF EACH ROOF RAFTER 1 RID p 8. ALL PRE-ENSINEERED JOISTS TO BE BOISE CASCADE AND INSTALLED PER 2x1 MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS INGLUDINO BUT NOT HIP RAFTER HIP RAFTER I LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB STIFFENL?R5,BRIDGING, 'tSD BRACIN6,NAILING AND CONNECTION REQUIREMENTS ETC.. _ -- 4. ALL STtEL LTO BE A96. STEL GOWMNS WITH BASE AND BF_ARIN6 PLATES TO BE BEAM WIDTHS-I/2'PLATES. PLATES WITH 4-9/4°HOLES,BOLTED OR WELDED TO BEAM. BEAM TO BEAM CONNECTIONS TO BE DESISNED BY ENGINEER. 10. ALL SUPPORT UNDER BEAMS TO HAVE SUFFICIENT UNINTERRUPTED SUPPORT 2° 10' FTEIzS0 b'OZ 'X 10'RA 0 16OG. ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. W. 11. BRING ALL DESGRB'ENCIES TO THE ATTENTION OF THE ENGINEER. IF ACTUAL FIELD CONDITIONS ARE DIFFERENT THAN DEPICTED OR EXPECTED,NOTIFY THE 15"INE M s 12. COORDINATE ALL WORK WITH DRAWIN65 PROVIDED BY VICTOR E.HA6AN JR. 19. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 90 PSP,OL 15 PSF,ROOF 5NOW LOAD 90 PSF,DECK LL 60 PSF. 14. FOUNDATION SHALL BE CARRIED DOWN TO UNDISTURBED SOIL HAVINS A MINIMUM BEARING CAPACITY OF 15 TONS PER SQUARE FOOT. ROOF FRAMING PLAN UNIT #3 AND #4 1/4" = 1'-0" ENGINEER: L.ANRENCE H. OC[";)EN FE 1 C15 EA5T MAIN STREET OEOROETOHN, MA. 01833 a78-352-8318, ce I I q78-502-5821 • DRAWN BY: VICTOR E. HAGAN JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE' 425 HAVERLY ROAD BRALOFORD, MA. 01835 (a-18)374-8.7Iq NORTH ANDOVER, MA Ir------------`--------------� - ' I ra'-n 2s'-1 1i�• ' 4'CONCRETE FLOOR SLAB 5-/2'5TEEZ LALLY GOL I L ------------------------ ON I I I I FOOTING,T r GANG. I I I i ----------------------- 1 -I F i I I I ----------------- BBAMPOCKET ! I Io'x 20•CONCRETE FOOTING i 4'GONGRETE FLOOR 5LAs I I 1 4•GONCRETt=FLOOR SLAB , I 4'CONCRETE FLOOR SLAB r-- 1I III I I I 10'x 20'CONCRETE FO0TIN6 I I I I 1 III ! I I 1 I I I I I o•x 20•CONCRETE FOOTING I I - L—J L�J L ' J I ' I Lt J I---� SMP l I I I , 1 IO•CONCRETE FOUNDATION HALL IO'GONGRETE FOUNDATION HALL I F BEAM POGIET O I I-————— ----------------- —� I I ! I L---------- -� L J 1 L J " 1 i O'-I I IT I --- ——————————————————— --, I ------- --� 1 " -10 I -IOC ! I � - 1 1 II - - --- ------- L J IL BEAM POCKET ARC IO.GONG.FILLED SONOTUBe FOUNDATION FOR PORCH,HITH ATTACHED'516 FOOT',4' - BL9.OH GRADE,TYPICAL B. 71 %a I I 1i1 I , I l I l j 1 I FOUNDATrON PLAN I t I ! I 1 ( 4,3 UNITS 1 2 1 L—_ ------- ------I I------- --------� O P 2' 5' 4' S' to, DRAWN BY: --------------------------- --------- sGa e': VICTOR E. HAOAN JR. ' 55 RECGENT AVE. PROPOSED NEW GONSTRUOTION BRADFORD, MA. Ola55 425 WAVERLI' ROAD 1118)374-8-tIa NORTH ANDOVER, MAS 1 ,-& 2846 2f,46 2846 O t BA -I iI t O DECK v SINC-j GAR GARAGE FAMILY SO—OM I wALLS MID LEIUN&OF GARAGE ARE TO BE 6/b'TYPE'X'FIRE RATED &a—AM BOMW,I HOUR RATING 1 POST FOR BEAM I POST FOR BEAM 9' _ I I I ' t `T t I ONE HOUR F�SEPARATION t t I 2&46 I moo: DINING ROOMI KITCHEN DINING ROOM I KITCHEN ® n 2846 , I TWO GAR GARAGE o O'-I -lo -lo -n r-4 I 22 n POST FOR BEAM POST FOR BEAM ® ® P05T FOR BEAM I 1TYPE t� TED &YPSM BOARD, I ~ B -�.� � I POST FOR BEAM 2'� —2-4— ib.2836 b' I I I I LIVING ROOM t t I I t I ZERO CLEARANCE FIREPLACE 1 O I I DECK I o'-lo _SCMEMLE ev t I ® O PORCH TYPE D SIZE ReMARIcs 2e46 I 3'-0'X b'-8' INSULATEDSTEEL EXTERIOR 5'-0'X 6'-b' IHR RATED INSULATED STffi_ 2846 I 6'-0'X b'-9' VINYL SLIDING OLA5s ¢ I 2-&'X b'-8' WOOD INTERIOR LIVING ROOM 5 1'-4 X 6'-b• WOOD INTMOR STUDY 2446 ® 4'-0•X b'-b' 2 PAIR 2'-0'X b=b•BIFOLD Poop TQ t 5'-0'X b'-b' 2 PAIR 2'-b'X b'-b'BIFOLD HOOD tr 2546 I 2'-0'X b'-8' WOOD INTERIOR NOTE: MODEL NJ-WERS SHOWN FOR WINDOWS ARE FOR THOSE R MAm r-oTURED BY ZERO GL.EARANGE FIREPLACE I 2646 SSE C�O FIRST FLOOR PLA N PLIRPRSD A DOSES OFF SIZE AND AND U VALUE ONLY-ANY OPTIONS ARE THE RESPONSIBLITY OF THE CONTRACTOR t UNITS 1 `f' 2 TO DISCU56 WITH OWrM 4'3 9Q O I' 2' S' 4' S' 10' Dos '� LASS. �°� scale: DRAWN BY: 2846 FQRC44 2646 2&46 L • VICTOR E. HAGAN JR. PROPOSED NEVCONSTRUCTION A! 55 REGENT AVE. 425 PgAYERLY ROAD BRADFORD, MA. 0055 �a-r8�37�-8-tla NORTH ANDOVER, MA 1 2846 2646 2B46 1 2846 23'-11 25'-I 2646 IBEDROOM BEDROOM 284s MASTER BEDROOM , v I MASTER BEDROOM , � , Y '-4 -2 -2 T-4 '-b 3 '-1 -F�D , ,� GLOS. I GL05. , GLOS. GL05. I CLOS. ( GL05. 2636 = 2836 BATH I BATH Ion © � GLOS. ROOF of 6ARA6E BELOW OO o'-Io _MAI 4 BATfi__ CA] 2536 • I I I Y GL05. i ® i CLOS. I ® DOOR SGI�ULE ® ® D ® 3'-0'X 61-8' INSULATED STEEL EXTERJOR 5'-0'X 6'-8" IHF-RATED INSULATED STEEL 6'-0'X 6'-8' VINYL sLIVIN6 CA-A55 2'-6'X 6'-6' WOOD INTERIOR 1'-4'X 6'-8' V400D INTERIOR 4'-0•X 6'_8• 2 PAIR 2'-0'X 6'-8'BIFOLD Noop 5'-0'X 6'-9' 2 PAIR 2'-b'X 6'-B'BIFOLD WOOD 2'-0'X 61-al WOOD INTEMOF- . `O* BEDROOM BEDROO - SE G O N D FLOOR F � REQ A���,� NOTE: 4 ( UNITS 1 2 MODEL NIA-MMS SHOWN FOR WINDOWS r O I' 2' 5' 4' S' NO. Q85 cs4 ARE FOR THOSE AS MANUFAGTURE7 BY ANDERSEN AND ARE USED FOR SGAIe: BPN• Y PURPOWS,OF SIZE ANDU VALUE M S5. ONLY-ANY OPTIONS ARE THE RESPONSIBLITY of THE WNTRAGTOR IT TO DISGU55 WITH OWNER 2646 2846 2646 , 2546 DRAWN BY: I FFOfPO5ED NEW GON5TRJOTION VIC5& OR FZEG425 WAVERLY ROAD E. HAGAN �R. 58 REENT AVE. \� BRADFORD, MA. 0055 NORTH ?ANDOVER, MA ------------------------------ --------------------------------� � 1 I N, i I I I i ------------{ i ATTIG �\ I i i I i RooF of eARASE Ba-ow pom 1 — ------------ I r----------- i I - I I I I I ' f I i I I I I I 1 1 � I I I I DooR SCIGvuL.E M1�b'-6' INSULATE 5TE L EXTERIOR b'-B° IHR_RATED INSULATED 5TE=L b'-e° VjKyL sLIDINO CA A55 6'-g• WOOD INTEMOR b'-8' WOOD INTERIOR b'-8' 2 PAIR 2'-0'X b'-9'BIFOLD WOOD b'-8' 2 PAIR 2'-b'X b'-0'BIFOLD WOOD X b'-H' WOOD INTMOR M AAS ' Q TT I O FLOOR PLAN I' o.e�ssr NOM. o JG3 ' UNITS i 2 MODENRRs 9WM FOR WNDOWS MASS. ARE FOR TH05E AS MANUFACTURED BYI I IrZtQ �` I��-I I e I I—'O I 1 ANDERSEN AW ARE USED FOR FURPOSFS OF Sig AND U VALUE 1 of r�P ONLY-ANY OPTIONS ARE THE I RMPON5113LITY OF THE CONTRACTOR 1 TO DISC455 NTH OWNER ———————— — ---- --------- DRAWN BY: PROPOSED NEN CONSTRUCTION VICTOR E. HAGAN JR. 42- HAVERLY ROAD 56 REGENT AVE. __ I.I�a-rt.t al\inn�/�R MA 12' -t•p THIRD FLOOR 12' 4'v 12' El:- sErlollo FLOOR ?•� IST FLOOR II II II ! I II II II II II II I I I I I f i t t l i t I I I I I I -- �J ————————————— L- L-— ————————-L—-1———————————————————————————————————L—-L————————— ——I——————————————————————————- FRONT ELEVATION IREo AAc��� UNITS TS 1 4 2 ��,Q��c J. hl �Q� F OI' 2' 5' 4' 5' 10' J 4.I pm B+OS N, sale: S. DRAWN BY: VICTOR E. HAOAN JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE. 425 WAVERLY ROAD BRADFORD, MA. Of835 NORTH ANDOVER, MA (�i"18)374-8?19 CONT.RI05E VENT FIBER5LA55 SHINGLES 12' 7,P 1/2'EXT.PLYWD.SFEATFfIN6 =0 RAFTERS 12' R=50 FIBER6LA55 BATT INSUL. Ll 1L--J1 LL METAL DRIP EDSE DONT.SOFT=IT VENT VINYL SIDINS 5/4'T f 5 PLYWD.5U6FLOOR I/2'EXT.PLYWD. SHEATHING LEFT 51DE ELEVATION 2XIO FLOOR JOIST R=14 FIBEROLA55 BATT IN5UL HOUSEk4RAP A' TO'TYVEK' UNITS 1 4 2 2Xb STUD WALL Hall = I I_On R=19 FIBERS BATT IN5UL. DOUBLE STUD WALL WITH (2)LAYERS 5/B' 'TYPE X' 15 R15Et25 O?b'EA 6YP5W WALLED.BETKEEN- 12 TREAD` O 10'EA. 1/2'SYP.WALLBD.EITHER 51DE 15 RISERS O"Ib'EA. 10'GONG.FOUN12AITON 12 TREADS O 10'EA- BITUM.DAMPPROOFIN5 10'X20'GONG.FOOTIN6 4'GONG_SLAB POLYFWV�R 13ARMER TONE W RED Af�C�i REAR ELEVATION TYPICAL WALL SECTION UNITS 1 2 SOS H U Ma`�� O 1' 2' 5' 4' 5' f0' SGQIe: DRAHN sY: PROPOSED NEW CONSTRUCTION VICTOR E. HACAN JR. 425 WAVERLY ROAD �fl, ca�r'a=til-r a�� W-4' ' AVO /arCGt55 -ro I0):!,X 10'P.T. I,I ITne- I I I I 1 14, � G,�✓E 2 14'-2' ( 14' 4' JOISTS O Ib'OL. i 23'_11• 2'X 10'FLOORJOISTS O Ib'OCG. i � (4)2'X 12 D 14'-2' 2'X 10'FLOOR i I5T5 o Ib'O.G. 2'X 10 RAFTERS 12'-4' 10'-2 10'I2' 2X12 RIDGE (4)2' ' BEAM B BEAM X 12G (4 2'X 12' i BEAM E _u ss ► o p� ( I 'P. . 4'-b' M 5. - 'q 14'-8' 2'x 10 Pr FLOOR CONNrGT Lc pGC JOISTS O Ib'O.G. w.7)4 L Rust 2D Go.v~cr `5.D6B12 ---14'-3 '-3"----� G.s�►.�...�.v a 6 "-c (zo js 2011 BEAM A: 3- 1-75 ) 94. S t,*44 (-ti e 8"oc. FIRST FLOOR FRAMINO - UNITS 142 BEAM B: 3- 1.75 x it SIV, SECOND FLOOR FRAMINO - UNITS 1 ,$2 S'r4GG.B0-E0 BEAM G: 3 - 1.75 - << 7�%, BEAM D: 4-t-75xItYS BEAM E 3 — t .75X 14" GENERAL.NOTES: I. ALL LVL BEAMS SMALL BE BOISE CASCADE,VERSA LAM OR EWAL_ &. ALL PRE-ENGINEERED JOISTS TO BE BOISE CASCADE AND INSTALLED PL3t yja4P S`f9�� S� ly ALL INSTALLATION TO BE P132 MANUFACTURER`S RECOMMEMDATIONS AND MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS{NG1JlDIN6 BUT'NOT i 5PEGIFIGATION5. PROPERTIES, E-2pooA>oo SI,Fb-29OOP51 LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEE STIFFENERS,BRIDGING, �� LAWRENCE ALL COLUMNS DESI6HATED ON DRAWIN55 TO BE BOISE CASCADE _ S ( BRACING,NAILING AND GONNEGTIOIV REQUIRE•ENTS ETC.. �' � I Af:CI VERSA LAM 2200. GD- y;. 4. ALL STEEL LTO BE A36. STEEL COLUMNS WITH BASE AND BEARING PLATES TO BE p 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR BEAM KV H6-1/2'PLATES. PLATES WITH 43/4'HOLES,BOLTED OR NJELMp TO p LE56 TO BE NAILED TOGETHER WITH 3 ROWS Ib d O 12'Or— STA66FJ2 � A� 7765 BEAM. BEAM TO BEAM CONNECTIONS TO BE DESi16NID BY BJ61NL$L OR OFF5ET EACH ROW BY 12'. +SOF STEL 5. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE 10. ALL SUPPORT UNDER BEAMS TO HAVE SUFFICIENT UNINTERRUPTED SUPPORT sSIONAL MEMBERS TO BE BOLTED T06ETHER WITH 2 ROW5 OF 1/2'DIA.BOLTS, ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. ANSI/ASME STANDARD W&M-1461 O 24'OJC. STAGGER OR OFFSET EACH ROK�L II. BRING ALL M5 REPENCIES TO THE ATTENTION OF THE EN51N�IF ACTUAL FIELD CONDITIONS ARE DIFFERENT THAN DLpIGTED OR EXPECTED,NOTIFY THE E NGINEE R. I �/�� �I j,,� OO �I 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST 5 A MINIMUM A5 LISTED BELAW 12. COORDINATE ALL WORK WITH DRAWINGS PROVIDED BY MARTHA MACINNIS. ENOI NEER: J.� 1 1 1 `4G I I . O`/ I `L �� 2 TO 3 LVL,-USE 3'X 35'; 4 LVL,-USE 45'X 35';5 LVL,-USE b'X 35' OR AS DE5IGNATED ON DRAWINGS OR ON STEEL. 15. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 50 PSF,DL 15 PSF,ROOF SNOW 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 145'50LID EACH SIDE. LOAD 30 PSF,DECK LL 60 PSP. I Q8 EAST MAIN STREET b. ALL OTHER FRAMNG TO BE CURRENT EDITION OF t- 5 STATE BUILDIN6 CODE 14. FOUNDATION SHALL BE CARRIED DOWN TO UNDISTURBED SOIL HAVING A MINIMUM OEOROETOWN, MA. 01833 FRAMING LUMBER fb= 1000 PSI,E=l-loopoo PSI BEARING CAPA017Y OF 15 TONS PER 5WARE FOOT. a-T8-352-8318, Ge I 1 �78-502-5Q21 • '7. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE. INSTALLATION AND NAILING TO BE PER MANUFAGTURER5 RECOMMENDATIONS. USE SIMPSON H-10 HURRICANE TIE AT THE SAVE END OF EACH ROOF RAFTM 1. DRAWN BY: VICTOR E. HAOAN JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE. 425 WAYERLY ROAD BRADFORD, MA. 01835 Wnp-rp Awnn\it=Q MA 2X 10'FLOOR.101575 O W O.G. 111111 •XIO'RAF 'YIb•O.G. BEARIN6 WALL HIP HIP000 RAFTEit 12'-B' ROOF OF 6ARA6E BELOW VALLEY RAF782 2X12 RIDGE O �D ATTIC FLOOR PLAN UNITS 1 2 ROOF FRAM i NC PLAN UNITS 1 4 2 ENC(NEER: LAWRENC.,E H. 0 0EN PE 198 EAST MAIN STREET CEOROETOM, MA. 01853 978-552-8518, cell 978-502-5921 DRAWN BY: PROPOSED NEN CONSTRUCTION VICTOR E. HAOAN JR. 58 REGENT AVE. 425 WAVERLY ROAD BRADFORD, MA. 01555 NORTH ANDOVER, MA (_9'18)3'14-8719 2--2- 2-2' -2•2-2• r O OL- O O ——— —————— I ___ _ _ - - -------- t i I ,---- I BEAM POCKET , v i I i BEAM POCKET , ---------------------- -1 i I I `T ---------- ----1 I t - r------------ I ------- t I � RnFI - I 5 1/2•COW-REM I STP M STEM-PIPE COLMN COLUMN It I I I I I I I I I I I I t 10'cow-RETE FOUNDAnoN WALL 4'CONCRETE FLOOR SLAB I I I I I I 10'GONGR]=TE FOUND ON I I I 10'GONGR>=TE FOUNDATION P ALLt I I t I t 10•X 20•coWRE j FOOTING I -� I I I t 1 t I + -1 r+-t ' + i I IO•CONCRETE FOUNDATION HALL n lo,x 2o•CONCRETE 4' I I4'CONCRETE FLOOR SLAB0'X20•CONCRETE I i i lo•x 2o•cow-REM FOOTING , Y I I I I I I I I I I I l t I T I I +-rII I t I I 1 +J t ' I L+J 24•X 24'X12'C.ONCRETE FoOTIN6 I i t I I I I I I ( I 1 I I I I I I III ---J L------_---—————————— ----J 4CONCRETE FLOOR - , 4•CONGRETEFLOORSLAB ' I L ------ I ' R SLAB ' `C I I r I I T I I ----- 22,-v 24•X 24'XI FOOTING-\ r -I I I IFl r %7 I I T f l I I i I SEAM POCKET ' I ' BEAM POCKETSOS I ------------ ----------- atr aP� FOUNDATION PLAN UNITS 3 AND 4 O V 2' 5' W 5' 10' i � SGAIP: DRAWN BY: DOOR SCFMGULE 3 TYPE SIZE REMARKS W w-0•X b'-b° INSULATED STEEL EXTERIOR 2=15 3'-01 X b'-B• INR.RATED IN51JWATED STEEL QGf� 6'-0'X b'-b" VINYL SLIDING GLASS O O 2'-6'X b'-b' MOOD INTERIOR 1-4•X 61-6 r -b' MOOD INTERIOR ® 4'-0'X b'-8 2 PAIR 2'-0'X 6'-0•BIFOLD WOOp O FV5-0'X 6-6r---T-2 PAIR 2'-6"X b'-B'BIFOLD '-64- 2' 2 2'-0•X 61-0. WOOD INTERIOR 2836 2836 4 I I I 4 BATH 1 - 1 I KITCHEN - - - - Y f ' } KITCHEN •� � �L� -_ CILOS, I I I I 2446 ONE HOUR FIRE SEPARATION MALL , G RAGE DINING ROOM I DINING ROOM GARAGE UNIT # 3 i 4 # UNIT I I - - - - - - - I 2646IFT - LIVING ROOM I � � i I LIVING ROOM I 2646 I v' 2446 , ZERO CLEARANCE FIREPLACE ® I ® ZERO CLEARANCE IREPLAGE I NOTE, I c'�.� I MODEL MJMBERS SHOWN FOR MINDOM3 ' Q ——— F'- I --F�J ARE FOR THOSE AS MAM PACTURED BY I ANDER-4434 AND ARE USED POR 2846 2846 2446 2846 PURPOSES OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE THE I I RESPONSIBLITY OF THE CONTRACTOR TD DISCUWI SS TH NE OWR I T FLOOR ( UNIT #5 AND TT4 R8 A DRAWN BY: VICTOR E. HAGS. JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE. a gg • BRADFORD, MA. 01835 NORTH ANDOVER, MA �� BO N. � (�t?8)3'14-8714 2646 ' 2846 2846 12846 I 1 I 1 2836 4'-4 _ 2846 W-4 2 2g3b 2 -2t-- BEDROOM I M 284b 2846 2846 ------ -------- 1 I L----------- ------------� I - I � 1 n I I y I.C, 1 I �t�. I I n I ® ► � - W-10 '-2 t � - I I MASTERBEDROOM i I I • , I I ' MASTER BH7ROOM I@A7H • 1 • BATH I ' c> STUDY 1 I ® I I ' + b b Lp I I I1-4 1 FFI BEDROOM 1 �� i'-4 2=? 2846 '-I I i i I 0 i i _11?S46 2.846 22'-b I I 1 t Y-b .1. R'-b DOOR SCHEDULE TYPE SIZE RErqARKS 1 I I I I CD 3"-O'X b'-8' INSULATED STffL EXTERIOR 1 I I I 3'-0'X 6=8' IHR RATED INSULATED 5Tffi. 6'-0'X b'-8' VINYL 5LIDINS 6L.455 2'-6 X b'-B' MIOOD INTERIOR 1'-4'X b'-e' MOOD INTEMOR 29-46 2846 ® 'X 61-0* 2 PAIR 2'-0'X b•-b'BIFOLD yroop 5'-0'X b'-b' 2 PAIR 2'-6'X W-8'BIFOLD HOOD 2 2 SECOND FLOOR I O O R PLAN Iis /t fes' `��I 2'-0'X b'-b' N{ppp{NTERIOR j,/ 1� NOTE: UN`l 11 #5 AND #4 MODB..NIM MS SWM FOR KWOM ARE FOR THOSE AS MAIWAGTURED BY O 1' 2' 3' 4' S' 10' A ERSEN AND ARE U5ED FOR PURPOSES OF SIZE AND U VALUE SGQIe: RRESPPONSIIBBLITTY OF T NS ECO THE TO 015OJ55 NUT14 OVER DRAWN BY: VICTOR E. HAOAN JR. BO M. 58 REGENT AVE_ PROPOSED NEW CONSTRUCTION BRADPORD,,MA. 01835 S. (q 78)374-8719 NORTH ANDOVER, MA '�IAit F-11 Li 11 101 -E:l El Li Ell 11 .1.• ❑ o ❑ o ® ® EIli11® ® ® ® r-1 F-1 :;P�[m rj'--1T-------------------------T-j-I-r-----------------------------------------------TL4--------------------------HL, �-- -----------------------------L-----------------------------------------------J---- -------------------------- FRONT -------------------------FRONT ELEVATION UNITS #5 -$ #4 • I//( 11 I I�OII �°' ED q9C�� J. vo, fF�, DRAWN BY: M VICTOR E. FfAGAN JR. PROPOSED NEW CONSTRUCTION Bi DFoRD, MA. 01835 425 W�4�lERLY ROAD �ltH of t9A (a-t8)3-�4-8-tia NORTH ANDOVER, MPS DONT.RID6E VENT FIBC-RFiLA66 SFfIN6LE5 I/2'EXT.PLYNID.5HEATHIN6 12' ROOF TRLMSES, nO TO BE DETERMINED BY THE MIMANUFACTURER R=BO FISEPSLASS BATT INSUL. P r7l DE E55 T TTIG 1I IL II II �11 L1------------��----------------------- ------------1J METAL DRIP ED6E CONT.SOFFIT VENT UNITS #5 $ #4 VINYL SIDING REAR ELEVATION 5/4'T 4 6 FLY1,10.5UBFLOOR 1/2'EXr.PLYWD. 2X10 FLOOR,FOIST 5HEATHIN6 R=i9 FIBER6LA56 BATT INSUL HOUSEWRAP EGUA- TO 'TYVEK' 2X&STUD WALL R=I4 FIBERS BATT INSUL DOUBLE STUD WAL.WITH 13 RISERS a 7b'EA (2)LAYERTYE S 5/B' ° PX° 12 TREADS O 10'EA 6YP=_'UM WALED.BETYIEEN- I/2'GYP.WALLBO.EITHER SIDE 13 RISERS O Tb'EA. 12 TREAD' O 10'FA 10'GONG.FOUNDAITON BITUM.DAMPPROOPIN6 plow 4'GONG.SLAB 10'X20'GONG.FOOTINS 1jI I I ILL JJI I I I I I I L� �1---1�-------¢------��---�� �J Wr-MISHEDSTONE PV 4 UNIT#5 #4 POLY VAPOR BARRIER RIGHT SIDE ELEVATION TYPICAL WALL SECTION s Q DRAWN BY: ca No. VICTOR E. HACAN JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE. BRADFORD, MA. 01655 425 WAVERLY ROAD �lTy� � (�t'r8)374-871a NORTH ANDOVER, MA l4'` (3GZ $vJ e16"Oc o,Z t9•Z `oc �I----- I�' ----i (3)2'X :21111 1 11 4-' 13 CT- goy 2'x IO'Pr a Ib' Or, 6" o c. 20' ------------ -------------� 0 4 I • 1 INEEWW FLOOR JOIST SYS e I 11 EEEREE>FLOOR JOIST Y5 I FLOOR JOI T SY TQ-1 o on I x x I r n I ----------- -------------J ik % 3-2 p 3 -1 3/4x r4"1v �3— 1314x t4'o��� 4' JJ- :2' 1...%M L 12o✓s r x e' P.T. z v c�.w..,..• a tVi Of F I RST FLOOR FRAMI NO PLAN c 5 �c Rea SECOND FLOOR FRAM I NO PLAN LAWREN C2HAR LD UNIT #3 1 #4 UNIT #3 AND #4 GDEN y` ' 6 5 40 , ti 7's1/41 -OT - ��f ENGINEER: LAWRENCE H. OODEN PE 11a EAST MAIN STREET OEOROETOWN, MA. 01855 Q-T8-552-8318, cell '�l?8-502-5Of 21 s DRAWN BY: ' VICTOR E. HAOAN .JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE. 425 WAVERLY ROAD BRADFORD, MA. 01835 (q-�8)�t4-871q NORTH ANDOVER, MA 1 -41 GENERAL NOTES, 1. ALL LVL BEAMS SHALL BE 5015E CASCADE,VERSA LAM OR EQUAL. ALL INSTALLATION TO 5E PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. PROPERTIES, E•2,000,OOOP'1,Fbe 2,110OPr1 ALL COLUMNS DESI6HATED ON DRAWINGS TO BE 5015E CASCADE VERSA LAM 2200. 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE NAILED T06ETHERR WITH 5 ROVE Ib d O 12.O.G. STA66ER OR OFFSET EACH ROW BY 12'. 5. ALL LVL INDIVIDUAL MEP18L-RS IN BUILT UP BEAMS OF MORE THAN THREE f�ERS TO BE BOLTED T06ET}iER WITH 2 ROWS OF 1/2•DIA.BOLTS, ANSI/A5ME STANDARD BI'b.21-Igbl O 24"O.G. STA66ER OR OFFSET EACH ROM. FOLDING ATTIC ACCESS STAIR 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW, LOCATE IN ROOF TRUSS SYSTEM 2 TO 5 LVLS-USE 5'X 53°1 4 LVLS-USE 43-X 53"15 LVLS-USE b'X 55" PER MANUFACTURERS RECOMMENDATIONS OR AS DESIGNATED ON DRAWIN65 OR ON STEEL. 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 145"SOLID EACH SIDE. b. ALL OTHER FRAMN6 TO BE CURRENT EDITION OF MASS STATE 8UILDIN6 GODS FRAMING LUMBER fb- 1.000 PSI;E-1,500,000 PSI "X 10 I 'O 2 6 OG. 1, ALL JOIST AND BEAM HANGERS TO BE BY SIMP50M STRONG TIE. INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. USE SIMPSON I H-10 HURRICANE TIE AT THE SAVE ENTE D OF EACH ROOF RAFTER.. I RI p LL b. APRE-ENGINEEREDRERS JOISTS TO Be BOISE CASCADE AND INSTALLED PER 2xl MANUFACTUIN5TRUGTIONS AND SPECIFICATIONS INCLUDING BUT NOT HIP RAFTER HIP LIMITED GG TO ALL AE55ORIES SUCH AS RIM BOARD"',WES STIFFENERS,BRID61N6, BRACING,NAILING AND CONNECTION REQUIREMENTS ETC.. ra_ g. ALL STEEL LTO BE A96. S18=L GOLUhM�W1TH BASE AND BEARING PLATES TO BE BEAM WIDTHb-1/2-PLATM. PLATES KITH 4-5/4"HOLES,50LTED OR WELDED TO BEAM. BEAM TO BEAM CONNECTIONS TO BE DESIGNED BY ENGINEER w 10. ALL SUPPORT UNDER BEAMS TO HAVE 5UF FICIENT UNINTERRUPTW SUPPORT 2" 10` s 6' 0.G 'X 10'RA O 16.OG. ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 11. BRING ALL DESGREPENOMS TO THE ATTENTION OF THE EV61NEMP- IF ACTUAL FIELD CONDITIONS ARE DIFFERENT THAN DEPICTED OR EXPECTED,NOTIFY THE ENGINEER 12. COORDINATE ALL WORK WITH ORMIN65 PROVIDED BY VICTOR E.HA6AN JR.. 15. LOADS FIRST FLOOR LL 40 P5F,SECOND FLOOR 50 PSP,OL 15 P5F,ROOF 5NOW • LOAD 50 PSF,DECK LL 60 P5F. 14. FOUNDATION SHALL BE CARRIED DOM TO UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 15 TONS PER SQUARE FOOT. ROOF FRAMING PLAN UNIT #3 AND #4 1/4" = 1'-0" ENOINEER: L•ANRENGE H. 00DEN FE Iq8 EAST MAIN STREET OEOROETOM, MA. 01833 q-f8-352-8318, cell q�8-502-Sg21 DRAWN BY: VICTOR E. HAGAN JR. PROPOSED NEIN G0145TRUCTION 58 REGENT AVE. 425 WA\/ERLY ROAD BRADFORD, MA. 01835 (a-r8)3�4-8-rIa NORTH ANDOVER, MA �'• --- -��\ .-- _1`""` .� I � "" _ _�• - . . . �s��-'-„'�,�_,�� ','-fir`-���°i`..:_ �. '�. - f j 3 m i DEE Abe A St SSO S REFERENCI,7 1-LOCATION Or ALL UNDERGROUND /UTILITIES SHOWN HEREON i 5 �)I �1 %'•f• '.J. t� n ?`?, PAGE 04 � � L,- / ARE APPROXIMATE AND ARE BASED ON A COMBINATION OF FIELD � �/Ar L JT 1.�U OCATIOhS AND COMPILING /NFORMATION.FROM PLANS SUPPLIED d ! LvCUS\ \ I (� BY VARIOUS UTILITY COMPANIES AND GOVERNMENT AGENCIES. IN nI �� e ACCORDANCE WITH M.G.L.CHAPTER 82 SECTION 40 INCLUDING n- r g AMENDMENTS ALL CONTRACTORS SHOULD NOTIFY /N WRITING ALL 9 z� CE ZONING DIST` ICTT- R4. UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO ANY n J; AL1 Aa y PLANS EXCAVATION WORK OR CALL DIG-SAFE AT 1-800-322-4844. "1 aR;4o sT '' ,\ i C MIN. LOT AREA' = 12,500 S. . �. _l ij E. .L.O. .3/52 1aNco sr. MIN. LOT FRONTAGE _ 1.00 FT. 2) E.C.L.O. 2492 moo,` 1• w+ MIN. FRONT. SETBACK .= 30 FT. 1n MIN. SIDE SETBACK = 15 FT, �* I 4.T.S. MIN. REAR SETBACK = :30 FT. LOCATION MAP NI F TIMOTHY” H. PACKARD & HELEN M. NEWELL EXISTING APARTMENT BUILDING SM14 RIM=71.19 INVERT=61.72 N I DMH OWELLYNG 1�5J 1 /5' WIDE DRAINAGE EASEMENT WITH / CB TOP )I INV RED ENO / INV = 59.0 y1 - LAW/O\_ . r /� LIMIT OF /D0'—/ LIMN/ jr 200 ��NSrRUCT/py� � 67 BIJFFER- ZONE RIVERFRONT AREA1 ��_ E4 sFME ( N7260,00. ^ / c3,SCH - &•572 a I EXlSTI G � 8"LY �rotOJ AFlON 1 C � _ 67` GAR: INV _ 60.6' i - >' CB l UNIT 1 U 2 / I I 1 O N1T 2 1 67 / — DWELCIN 52' p GAR.. UNIT 3 06 I ss/ 1 w / ' GAR. 169/ 0 1 — N F Ex�anNb -4 / 1/I o° COLONIAL VILLAGE /. .�.. PAVEMENT. �` 73 p,. / 70 I DEVELOPMENT INV = 59.65 3 d PORCH i- I ry - oQ MAP 22 LOT 1.9 10,l / D_ EASE)�ENT �_ _ DRAINAGE FLAW y � s LOCATED i,V DWELL/NG l o !! NORTH ANDOVER Ao LOT, 130 � NSF PREPARED FOR AREA _. 26,000, SQ.FT.f 1 NARDOZZA .REALTY '� PERCENTAGE OF LOT TRUST C� ��R L�) OY P J C O o y ll .1� COVERED BY BUILDINGS 20/. � MAP 22 LOT 20 370 GREAT POND ROAD -- NORTH ANDOVER, UA, .01845 SCALE: 1" = 40' DATE: 11�1704 SAIH.r?1M=72.51 QS REV: 3/2.11 5,5110105 lA1b£3$i=62.32 yQ 40 . . , 0 40 6OFT . CHRIS T A NSE i"��SERGI I . PROFESSIONAL SURVEYORS ERS 160 SUMMER SL HAVERHILL,MA.. 01830 _EL. 978-373-0310 - Q 2004 SY'CHRISTIANSEN$ S£P.GI INC. • DRAWING. NO. 02067002 201-411 rL� '6" d 1 IS 4 o o N I e e. 1 17 3 N 9 (i) o kA - MI- kA � o � 7DATE: ALE:1/4"=1�_0„ ®AMARC DESIGN ARCHITECTURAL DESIGN AND BUILDING 03-01-05 98-100 MAIN SMUT, NORTH ANDOVER, MA 01845 (978) 725-3630 ...A. 427 WAVERLY ROAB# NORTH ANDOVER MA 01845 REVISION: coPIEDG IN AN OR FORM�R ASSIGNED T AND PARTY 7 O ANY SPE Ws. TH THEY RESEFARE NOT 7T) BE REPRODUCED, CHANGED OR V'RHOUT THE WRfrrM PERMISSION OF DAMARC DESIGN. i 201-411 II- I I 0 I _ I NI - I 1 j O1 - I SCC I I ` V7 MM I C W I I I Q � I 1 O (I ' I I i z � OO Q) O z O SCALER/4" =1'-0" DAMARC DESIGN ARCHITECTURAL DESIGN AND BUILDING DATE: 03-01-05 98-100 MAIN STREET, NORTH ANDOVER, MA 01845 (978) 725-3630 427 WAVERLY ROAD JOB# DAMARC DESIGN RESERVES THE RIGHT TO THIS PLAN AND ` - SPECIFlCATIONS.THEY ARE NOT TO BE REPRODUCED. CHANGED OR NORTH ANDOVER MA 01845 REVISION: COPIED IN ANY SHAPE OR FORM OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN PERMISS ON OF DAMARC DESIGN. ----------------------------------------------------- I V I I I I Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I � I I I I I I 1 73 C- -` o vv o 0 SCALE:1/4"=1'-0° DAMARC DESIGN ARCHITECTURAL DESIGN AND BUILDING DATE: 03-01-05 98-100 MAIN STREET, NORTH ANDOVER, MA 01845 (978) 725-3630 427 WAVERLY ROAD roe# DAMARC DESIGN RESERVES THE RIGHT TO THIS PLAN AND NORTH ANDOVER, MA 01845 SPECIFICATIONS. THEY ARE NOT TO BE REPRODUCED, CHANGED OR - REVISION. COPIEDIN OR ASSIGNED TO ANY THIRD PARTY THE WRITTEN PERPERMISSION O DAMARCDESIGN.OO T 0 00 < o� x - z = 73 � 71 N s V K) � O O O < 7 75 V , s 73 QN C N I1 101-011 SCALE:1/4" =1'-O" DAMARC DESIGN ARCHITECTURAL DESIGN AND BODING DATE: 03-01-05 98-100 MAIN STREET, NORTH ANDOVER, MA 01845 (978) 725-3630 427 WAVERLY ROAD JOB# DAMARC DESIGN RESERVES THE RIGHT TO THIS PLAN AND NORTH ANDOVER, MA 01845 REVISION: COPED IN ANY SHAPE OR FORM OR ASSIGNCATIONS. THEY ARE NOT TO BE ED TO THIRDD PGED ARTY Irl WITHOUT THE WRITTEN PERMISSION OF DAMARC DESIGN. V ' I C 'I, O SCALER/4° =1'-0° DAMARC DESIGN D ARCHITECTURAL DESIGN AND BUILDING DATE: 03-01-05 98-100 MAIN STREET, NORM ANDOVER, MA 01845 (978) 725-3630 � Cn 427 WAVERLY ROAD JOB# DAMARC DESIGN RESERVES THE RIGHT TO THIS PIAN AND NORTH ANDOVER, MA 01845 S COPIEDCATIANS. THEY ARE NOT TO RE REPRODUCED, CHANGED OR 4� REVISION; COPIED IN ANY SHAPE DR FORM OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF DAMARC DESIGN. I I i i SCALER/4"=1'-O" DAMARC DESIGN . ARCHITECTURAL DESIGN AND BUILDING DATE: 03-01-05 98-100 MAIN STREET, NORTH ANDOVER, MA 01845 (978) 725-3630 427 WAVERLY ROAD JOB# DAMARC DESIGN RESERVES THE RIGHT TO THIS PLAN AND NORTH ANDOVER, MA 01845 REVISION: COPIED INnOANY'SHAPE OR FOM OR ASSTHEY ARE NOT TO BE IGNED TO ANY THIRD OR PARTY I. WITHOUT THE WRITTEN PERMISSION OF DAMARC DESIGN. I i I� I i E I J I V C SCALER/4"=1'-0° DAMARC DESIGN AR CHRECMAIDESIGN AND BUILDING ` 98-100 MAINN STREET, NORTH ANDOVER, MA 01845 (978) 725-3630 DATE: 03-01-05 427 WAVERLY ROAD JoB# r DAMARC DESIGN RESERVES THE RIGHT TO THIS PLAN AND SPECIFINORTH ANDOVER, MA 01845 COPIED ANS. THEY ARE NOT TO RE ASSIGNED A CHANGED OR a REVISION: COPIED IN ANY SHAPE OR FORM OR ASSIGNED To ANY THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF DAMARC DESIGN. i SV NG TES: g. Or ALL UNDERGROUND UTILITIES SHOWN HEREON +L F.P.D. i�0(Un' 742ZY/tGE- 204 MAP 22 LOT 130 ARE APPROXIMATE AND ARE BASED ON A COMBINATION OF FIELD LOCATIONS AND COMPILING INFORMATION,FROM PLANS SUPPLIED LOCUS BY VARIOUS UTILITY COMPANIES AND GOVERNMENT AGENCIES. IN �. ACCORDANCE WITH M.G.L.CHAPTER 82 SECTION 40 INCLUDING `• ®,y AMENDMENTS ALL CONTRACTORS SHOULD NOTIFY /N WRITING ALL ®lVlidG DISTRICT. 9T�f UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO ANY <" REFERENCE PLANS EXCAVATION WORK OR CALL DIG-SAFE AT 1-800-322-4844. o c HALIFAX sr. iMIN. LOT AREA' = 12,500 S.F. 1) E.C.L.G. 3152 MIN. LOT FRONTAGE 1.00 FT. 2) E.C.L.0. 2498 MIN. FRONT SETBACK .= 30 FT. > �� Po MIN. SIDE SETBACK = 15 FT. n ( MIN. REAR SETBACK = 30 FT. LOCATION MAP N/F TIMOTHY' H. PACKARD EXISTING & HELEN M. NEWELL APARTMENT SMH RIM=71.19 BUILDING INVERT=61.72 S + DMH OWELCENC WIDE DRAINAGE EASEMENT WITH W CB TOP I RED END INV = 59.0 h 1 r INV r `k' lo'00LY/O�C /VSI/ % - 67 LIMIT OF 100'-/ LfMl7l OF 2 ' N'��`UCT/01 EASEy �" �N7B 26000, p BUFFER. ZONE RIVE;I'RONT AR£AI / EX%STl G I -�T yroFOUN ANON t� I 67 GAR INV = 60.6' ` - I / CB `l / GAR. UNI 1 NIT 2 U-2 i 67 1 1 . O GAR." 66 68/ S v -1 DWELLING 2 u-3 urlrr 3 . �.p I N/F '.I CB I UNIT 4 U-4, 169 10 COLONIAL VILLAGE . _ EXIS77NO I1 a DEVELOPMENT 1. .I PAVEMENT: 7,T 0.. / 70 . 2 0­—_.� N 31 c� MAP 22 LOT 19 INV = 59.65 C( l S_8 /DE CASEtIENT -77 T 260. E�- ? d V 00' l 66 DRAINAGE PLAN „mw V LOCATED IN DWELLING " LOT. 1.30 30 1 ti NORTH ANDOVER MA. a I � NARDOZZAFREAL TY :.AREA = 26,000 SO.FT.t ' � TRUST PREPARED FOR PERCENTAGE OF LOT (,, COVERED BY BUILDINGS MaP 22 Lir 20 CHARLES HOPE. C0.. LLP . 26 370 GREAT .POND ROAD NORTH ANDOVER, MA. .01845 SMH.RIM=72.51 !� SCALE: 1" .= 40' DATE: 1,1117104 INVERT=62.32 REV: 3/2105 ,5/10/05 40 ft.°' 0 40 80 FT CHf?1STlAfVSEN {x;. SERGPROLAND OSURVEYO SEERS 160 SUMMER ST. HAVERH1l L,MA.. -01830 - TEL 978-373-0310 "• - - (a/ 2004 BY-CHRISTIANS£N & SERCI INC. - DRAWING. NO. 02067002 L� x i 'i FOUNDATION AS—BUILT LOCATION: 425 WAVERLEY ROAD " NORTH ANDOVER, MA 100.00' - DATE: FEBRUARY 16, 2006 SCALE: 1" = 40' w � o I ZONING DISTRICT: R-4 27.5' 18.2' MINIMUM SETBACKS: FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 30' I CERTIFY THAT THE FOUNDATION 17.7 CONFORMS TO THE DIMENSIONAL SETBACKS OF THE ZONING BYLAW OF THE TOWN OF NORTH ANDOVER. I FURTHER CERTIFY THAT THIS PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL _ cl NO. 250098 0003 C, DATED JUNE 2, 1993. XIS O EQ o TING O ��H OF Mqs o FOUNDA 710N ��P sq�, T.F. = 69.4'- o� STEPHEN o P. 27 0, Des Roche �o No.27699 ,o LANA i I PROFS SIONAL LAND SURVEYOR l DATE: f .w+ PREPARED BY t ENGINEERING & SURVEYING c SERVICES F 100.00' 70 BAILEY COURT Y HAVERHILL, MASSACHUSETTS 01832 XAVERLY ROAD TELEPHONE: (978) 815-7835 f GRAPHIC SCALE 0 20 40 80 IN CONJUNCTION WITH c IN FEET NEPONSET VALLEY SURVEY 1 inch 40 fL FOUNDATION AS—BUILT LOCATION: 425 WAVERLEY ROAD # NORTH ANDOVER, MA 100.00' DATE: FEBRUARY 16, 2006 SCALE: 1" = 40' O ZONING DISTRICT: R-4 27.5' 18.2' MINIMUM SETBACKS: FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 30' 1 CERTIFY THAT THE FOUNDATION 17.7r CONFORMS TO THE DIMENSIONAL SETBACKS OF THE ZONING BYLAW OF THE TOWN OF NORTH ANDOVER. I FURTHER CERTIFY THAT THIS PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL N NO. 250098 0003 C, DATED JUNE 2, 1993. rn � p O o EXISTING o �N of Mgs�cy FOUNDA 710N = 69.4 STEPHEN T.F. o o P. -+ Des Roche 27.0 o � No.27699 o , SJR, N PROFE IONAL LA D SURVEYOR DATE: w PREPARED BY ENGINEERING & SURVEYING SER VICES 100.00' 70 BAILEY COURT HAVERHILL, MASSACHUSETTS 01832 WA VERL Y ROAD TELEPHONE: (978) 815-7835 GRAPHIC SCALE 0 20 4.0 so IN CONJUNCTION WITH c IN FEET NEPONSET VALLEY SURVEY 1 Inch - 40 ft. FOUNDATION AS-BUILT LOCATION: 425 WAVERLEY ROAD x NORTH ANDOVER, MA 100.00' DATE: FEBRUARY 16, 2006 SCALE: 1" = 40' v 0 ZONING DISTRICT: R-4 27.5' 18'2' MINIMUM SETBACKS: FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 30' I CERTIFY THAT THE FOUNDATION 17 7 CONFORMS TO THE DIMENSIONAL SETBACKS OF THE ZONING BYLAW OF THE TOWN OF NORTH ANDOVER. I FURTHER CERTIFY THAT THIS PROPERTY DOES NOT LIE.WITHIN A FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL N NO. 250098 0003 C, DATED JUNE 2, 1993. rn rn O o EXISTING 00 OFSI( FOUNDATION o`' STEPHEN T.F. = 69.4' c P Des Roche N 27.0 0o No.27699 �o LANO PROFE SIONAL LAND SURVEYOR DATE: 21 w PREPARED BY ENGINEERING & SURVEYING 1 SERVICES 100.00' 70 BAILEY COURT HAVERHILL, MASSACHUSETTS 01832 WA VERL Y ROAD TELEPHONE: (978) 815-7835 GRAPHIC SCALE 0 20 40 80 IN CONJUNCTION WITH TTIIIIIIIIII IN FEET ) NEPONSET VALLEY SURVEY 1 inch - 40 fL 16ZI ,310 c) co h _ `w Town of North Andover NORTH Y cE R,ADSI-1AUffice of the Zoning Board of Appeals 1 C1,Y� `I C r r,t� -. , l aEaluni.ty Development and Services Division 27 Charles Street ZUR 110`1 21 A 01: 0 5 North Andover,Massachusetts 61845 "SsACHus��� l This is to certify that twenty(20)days D. Robert Nicetta have elapsed from date of d""I e (978) 688-9541 without filingof a appeal Building Commissioner Date E' � 3Fax(978)688-9542 Joyce A.gads aw Town GleNr� Any appeal shall be filed Notice of Decision within(20)days after the Year 2002 date of filing of this notice in the office of the Town Clerk. Pro erty at: 425 Waverly Road NAME: Alan Hope, c/o Charles Hope,Comp4anEARING(S): 10/8/02& 11/12/02 LLP 370 Great Pond Road,Nortln AndoveADDRESS: 425 Waverly Road TITION: 2002-048 North Andover, MA 01845PING DATE: 11/14/02 �I1ie North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,November 12, 2002 at 7:30 PM upon the application of Alan Hope,c/o Charles Hope Companies,LLP,370 Great Pond Road, North Andover, MA for premises at 425 Waverley Road,North Andover requesting a Special Permit from Section 9, Paragraphs 9.1 and 9.2 and Section 4, Paragraph 4.122(14)to allow for the extension of a pre-existing,non- conforming structure and use as a four family dwelling unit,with frontage on the West side of Waverley Road within the R-4 zoning district. The following members were present: William J. Sullivan,.Walter F. Soule,John M.Pallone,Scott A.Karpinski, Ellen P. McIntyre,.and Joseph D.LaGrasse. Upon a motion by Scott A.Karpinski and 2"`�by John M.Pallone,the Board voted to GRANT the Special Permit for relief from Section t', Para 4.122 14 and gra 13- Table 1 to allow for the P ( ) structure to be used as a four family dwelling unit, according to Variance Plan of Land prepared for Milton S.Levine&Regina Levir'e,429 Waverly Road,North Andover,MA,applicant Alan Hope,370 Great Pond Road,North Andover,MA.01845, date: 9/11/02, rev. 10/30/02 b. Michael J_ Sergi PLS#33191 y g Christiansen&Sergi,Professional Engineers, Land Surveyors, 160 Summer St.,Haverhill,MA. 01830;tel.978-373-0310. The Board finds that the applicant does not need a Variance or relief from Section 9, Paragraphs 9.1 &9.2. Voting in favor: Walter F. Soule,3el1 fiFWllerrt Scott A. Karpinski,Ellen P. Mchntyre, and Joseph D.LaGrasse. William J. Sullivan abstained. 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 and that the applicant-has satisfied the.provisions of Section 9,Paragraph 9.1 &9.2 of the zoning bylaw and that such change,extension or alteration shall not be substantial) more detrimental existing structure to the neighborhood Y than the Furthermore, if the rights.audiorized 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 Permit was granted wnless 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 M ')_'. Board of Appeal , A.True Copy P ``�.,�.., William J. Sul] van, Chairma�i Decision 2002-048. i Board of Ap'oeals 61.3-9541 Building 633-9545 Conservation 688-9530 Health 698-9540 Planning 633-9535 r II � II Town of North Andover NORTH Office of the Zoning Board of Appealso? • ' °°M Community Development and Services Division 27 Charles Street North Andover,Massachusetts 01845 �'SS�C U D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 Any appeal shall be filed Notice of Decision within(20)days after the Year 2004 date of filing of this notice in the office of the Town Clerk. Property at: 425 Waverley Road NAME: Charles Hope Co.,LLP,370 Great Pond Road HEARING(S): 11-18-03,1-13,2-10, &3-9-04 ADDRESS: 425 Waverley Road PETITION: 2003-040 North Andover,MA 01845 TYPING DATE: 03-11-04 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,at 7:30 PM upon the application of Charles Hope Co.,LLP,370 Great Pond Road, for premises at: 425 Waverley Road,North Andover,MA requesting a Finding from Section 9,Paragraphs 9.1 & 9.2,and Section 4,Paragraph 4.122 of the Zoning Bylaw to extend the footprint of a previously allowed Special Permit for a pre-existing non-conforming residential(four family)structure.The said premise affected is property with frontage on the West side of Waverley within the R-4 zoning district. The legal notice was published in the Eagle Tribune on November 3 & 10,2003. The following members were present: Walter F. Soule,Ellen P.McIntyre,Joseph D.LaGrasse,Joe E. Smith,and Richard J. Byers. Upon a motion by Ellen P..McIntyre and 2nd by Richard J.Byers the Board voted to GRANT a Finding from Section 9,Paragraphs 9.1 and 9.2,and Section 4,Paragraph 4.122 of the Zoning Bylaw in order to extend the footprint of the previously granted Special Permit 2002-048 for a 4 unit structure per Special Permit Plan located in North Andover MA.,record owner&applicant Charles Hope Co.,LLP. 370 Great Pond Road,North Andover,MA.Date: 10/5/03,rev. 10/20/03, 11/11/03, and 3/3/04 by Michael J. Sergi,P.L.S. #33191,Christian&Sergi, 160 Summer Street,Haverhill, MA. 01830;Landscape Plan and Details,project:Charles Hope Co.LLP, Waverley Road,Date: 3.5.04 by Christian C.Huntress,Registered Landscape Architect#1178,Huntress Associates, 17 Tewksbury Street,Andover,Massachusetts 01810;and Damarc Design,98-11 Main Street,North Andover,MA 01845 [drawings for]425 Waverly Road,North Andover,MA The Charles Hope Companies,sheets GS, 1-4,D1 -D4,and Al—A5 on condition that: 1. The applicant shall install a granite post showing the Post Office street addresses. 2. The signage for Waverley Road Condominiums shall conform to Section 6 of the Zoning Bylaw. Voting in favor: Walter F. Soule,Ellen P.McIntyre,Joseph D.LaGrasse,Joe E. Smith,and Richard J.Byers. Pagel of 2 Board of Appeals 979-688-9541 Building 979-688-9545 Conservation 979-699-953() Health 979-689-9540 Planning978_688_9535 Town of North Andover Of NORT{� Office of the Zoning Board of Appeals 3r • ' ° Community Development and Services Division • 27 Charles Street North Andover,Massachusetts 01845 CHUSe D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 The Board finds that the applicant has satisfied the provisions of Section 9,Paragraphs 9.1 &9.2 and Section 4,Paragraph 4.122 of the zoning bylaw and that such change,extension or alteration shall riot be.substantially more detrimental than the 4 unit structure,granted by Special Permit 2002-048, to the neighborhood. 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 Permit 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, Walter F. Soule,Vice Chairman Decision 2003-040. M22P130. Page 2 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 UU—1.5—dW4 10:11 •nl'ul r own of North Andover Office f the Zoning Board of Appeals �*N. Community Ilevelopment and Services Division 27 Charks Street ,♦ � � North Andover, Ma}ssachusetts()4845 UAL.. D. Robert Nicetta I Telephone(979)688-9541 Building CrnitRlissloner Fax(978)688-9542 Modification to Notice of Decision Year 2004 Pe owity at! NAME: --d—orbs Hope Co.,LLP 370 Graf Pond Road25 Waverley Rad MODIF[CATION DATE: 9-21-04 ADDRESS: 425 Waverle Rad PETITION: North Andover,MA 01645 2003040 TYPING SWernber 23,2004 The North Andover Board of Appeals held a public hearing at its regular meeting at T in the Senior Center. 12OR Main Street,North Andover,MA upon dhc u�'�Sebe 21,2004,at 7:30 PM Road,for premises at: 425 Waverley Road,North Andover., applicaziea ofCharlee Hope Co.,LLP,370 Great Pond grafting a Finding tam Section 9 Par 'guesting the Board to modify the March 9,2004 derision footprint of a Previously allowed . 9'1 &9,2,and Section 4,Paragraph 4.122 of the Zoning Bylaw to extend the replecbt the existing struet�e with a new st uctit ur a u ng non-conforming residential(few family)strvcttue by 6 "The following members were present: Ellen P.McIntyre,Joseph D.LaGrasse,Richard J.B following non-voting members were present: ThomAs D.Ippolito,Riciytrd M.Vail and David R Webster, Y'andAlbert P Manzi,I1L The lencouat, Upon a motion by Joseph D,LaGrasse and 2"by Richard J.Byers,the Board voted to GRANT the applicant's request to modify the Finding 2003.040 to allow the existing structure on the site to be raced and replaced in the smne footprint with a new two unit structure and previously approved Attached 2 unit swuct re Andover,MA 01845[drawings for]425 WaverlyR per Vere Ch Design,98.100 Main Street,North A5,Nte 3-1-04,Revision:9-1-04, North Andover,MA The pharles Nope Companies,sheets land A 1 — With the following additional condition: 1 I• The applicant shag sabadt a Mylar reflecting the new 2 unit strnctnre and the 2 unit extension. Voting in favor: Ellen P.McIntyre,Joseph D.LthCuasse,Ricterd J.Byers,and Albert P.Mangy,Ill. The Board finds that the modification request is within the allowed seven(7)year modification time. The Board fords that the letter from Michael R. Fillion,P.E.1134984,Fillion Oroup,Inc.,71 East Street,Bharat, ca 02067 dated June Bo 9,2004 states that"The existing residence at 425 Waverly Rted is vacant and shows obvious signs of•ate ering end ...Certain structural elements as mentioned above pose a ducat to tik and deterioration.the Board finds that the applicant has satisfied the provisions of Sectlon 9,safety and should be addressed,". For those reasons, change,extension,or alteration shall not be substantiall mare > aphs 9.1 &9.2 of the Zoning Bylaw that such Y detrimental than the existing Structure to the neighborhood. Town ofNorth Andover Board of Appeals, Ellen P.McLotyt,e, Decision2003-040 Modification, Enclosure: Decision 2003.040 M24PI30, _.. 4� DOW of Appeals 978-688.9741 Building 978.688.9345 Co"kr"tion""81.91.10 llcalth 978-688.9340 Planning 478.688.951 Bobea...:­.. ., TOTAL P.01 . . . Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. 3 P.O. BOX 968 DERRY, NH 03038 603-421-2899 I Job Name 425 WAVERLY ROAD Building UNITS 1&2 Location NORTH ANDOVER, MA System 1 Contract Data File smolak1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Euilding - UNITS 1&2 System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofi Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (XX)NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 GPM System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 GPM Sprinkler or Nozzle S Additional Flow Added - 0 GPM Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note: Temperature Rating 162 N Calculation GPM Required 28.283 Psi Required 67.499 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated . Cap. Ca P Cap - T Time of Test - @ Psi Elev. E Static (Psi) - 135 Elev. R Residual (Psi) - Other Well Flow (GPM) - Proof Flow GPM S Elevation - 0 P Location: P L Source of Information: Y I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 2 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name '/2 % 1 1'/< 1'/ 2 2'/2 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ptessure / Flow Summary - STANDARD ` TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.56 na 14.28 .05 280 11.1 3 27.0 12.15 na 4 27.0 15.56 na 18.0 21.86 na 6 18.0 27.35 na 7 9.0 35.28 na TASR 9.0 42.94 na BASR 1.0 48.87 na BKFL 1.0 58.26 na UG 0.0 67.5 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and UG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard TRI-STATE SPRINKLER CORP. Page 4 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 1T 9.563 20.000 11.111 K Factor= 4.20 to 150 0.0 9.563 0.0 3 14.0 0.0352 0.0 29.563 1.040 Vel = 4.72 0.0 14.00 12.151 K Factor= 4.02 2 14.28 1.101 1T 9.563 6.500 11.565 K Factor= 4.20 to 150 0.0 9.563 0.0 3 14.28 0.0365 0.0 16.063 0.586 Vel = 4.81 3 14.00 1.101 1 E 3.825 13.000 12.151 to 150 1 T 9.563 13.388 0.0 4 28.28 0.1292 0.0 26.388 3.409 Vel= 9.53 4 0.0 1.101 1T 9.563 9.000 15.560 to 150 0.0 9.563 3.898 5 28.28 0.1291 0.0 18.563 2.397 Vel = 9.53 5 0.0 1.101 1 E 3.825 10.000 21.855 to 150 3T 28.688 32.513 0.0 6 28.28 0.1292 0.0 42.513 5.492 Vel = 9.53 6 0.0 1.101 2E 7.65 14.000 27.347 to 150 1T 9.563 17.213 3.898 7 28.28 0.1292 0.0 31.213 4.032 Vel = 9.53 7 0.0 1.049 1 E 2.0 24.000 35.277 to 120 1T 5.0 7.000 0.0 TASR 28.28 0.2471 0.0 31.000 7.659 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 42.936 to 120 0.0 2.000 3.465 BASR 28.28 0.2470 0.0 10.000 2.470 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 48.871 to 120 1 T 5.0 5.000 7.663 *Fixed loss = 7.663 BKFL 28.28 0.2470 0.0 7.000 1.729 Vel = 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 58.263 to 150 1 T 6.75 8.100 0.433 UG 28.28 0.1830 0.0 48.100 8.803 Vel = 11.00 0.0 28.28 67.499 K Factor= 3.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqCUFire & Building IlProducts Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII residential Flush Pendent Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- WARNINGS _, tial occupancies such as homes, The Series LFII(TY2284) Residential - + yi apartments, dormitories, and hotels. Flush Pendent Sprinklers described = When aesthetics is the major consid- herein must be installed and main 3' > P eration, the Series LFII (TY2284) tained in compliance with this docu should be the first choice. ment as well as with the applicable , The Series LFII are to be used in wet standards of the National Fire Protec- pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may sprinkler s stems impair the performance of these de- wet pipe residential a p y vices. occupancies u for residentialp p to and Vertical Adjustment: including four stories in height per The owner is responsible formaintain- 3/8 inch(9,5 mm) NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White, Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . . Bronze S rinkler/Model Deflector . . . . . . . . . . . Copper The flush design of the Series LFII p Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . . Copper vertical adjustment. This adjustment Number reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 Operation help assure a perfect fit installation. p The sprinkler assembly contains a small fusible solder element.When ex- Technical IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data components of the sprinkler to fall Sheet TFP700 for the "INSTALLER away. At this point the sprinkler act!- WARNING" that provides cautions Approvals: vates with the deflector dropping into with respect to handling and instal- UL and C-UL Listed. its operated position (Reference Fig- lation of sprinkler systems and com- Maximum WorkingPressure: ure 1C), permitting water to flow. ponents. Improper handling and in- 175 psi (12,1 bar) stallation can permanently damage a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psil/2(60,5 LPM/bars/2) to operate in a fire situation or cause Temperature Rating: it to operate prematurely. 162°F/720C Page 1 of 8 SEPTEMBER, 2004 TFP420 Page 2 of 8 TIFP420 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(e) Ft. (Max.21nch Rise (Max.8 Inch Rise Three sprinkler design when there are more Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162'F/72'C 162'F/72'C 162'F/72'C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 32.7 psi(2,25 bar) (a)For coverage area dimensions'less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER • sprinklers.The minimum required dis- PrecautionaCy Warnings for Corro- i�e�/gam charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY2284) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL mum allowable coverage area. that contain chloride ions described, Listed and C-UL Listed for installation g whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, .or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, it is essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The s rm B813, ASTM 8828 and Copper Devel- may be utilized. klers are to be installein the lush opment Association(CDA). Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system plpino. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet ace with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be 9 P and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM 13813,ASTM 8828,and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. coverage area, or 20 feet fora 20 ft.x soldering in any part of a sprinkler e For systems designed to NFPA 13,the 20 a coverage area). system, either internally or externally, number of design sprinklers is to be must be done with use of only an the four most hydraulically demanding ASTM B 813 approved flux. Residual I I i _ _ _ Fire Protection by Computer Design TRI-STATE SPRINKLER CORP. P.O. BOX 968 DERRY, NH 03038 603-421-2899 Job Name 425 WAVERLY ROAD j Building UNITS 3&4 Location NORTH ANDOVER, MA System 1 Contract Data File smolak3.WXF i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TRI-STATE SPRINKLER CORP. Page 1 425 WAVERLY ROAD Date 3/28/06 HYDRAULIC DESIGN INFORMATION SHEET Name - 425 WAVERLY ROAD Date - 3/28/06 Location - NORTH ANDOVER, MA Building - UNITS 3&4 System No. - 1 Contractor - STEVE SMOLAK Contract No. - Calculated By - Drawing No. - FP lofl Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (XX)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CENTRAL Model LFII FLUSH I Elevation at Highest Outlet - 27 Feet Size 1/2" K-Factor 4.2 G Note: Temperature Rating 162 N Calculation Gpm Required 28.293 Psi Required 60.56 AT UG Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) . - 135 Elev. R Residual (Psi) - Other Well Flow (Gpm) - Proof Flow Gpm S Elevation - 0 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I i Fittings Used Summary TRI-STATE SPRINKLER CORP. Page 2 ' 425 WAVERLY ROAD Date 3/28/06 Fitting Legend Abbrev. Name Y2 9/ 1 1'/e 1'/2 2 2'/2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TRI-STATE SPRINKLER CORP. Page 3 425 WAVERLY ROAD Date 3/28/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 27.0 4.2 11.11 na 14.0 .05 280 11.1 2 27.0 4.2 11.58 na 14.29 .05 280 11.1 27.0 12.77 na 27.0 14.14 na 18.0 20.43 na r. 18.0 23.13 na 7 9.0 30.58 na TASR 9.0 36.02 na BASR 1.0 41.96 na BKFL 1.0 51.35 na UG 0.0 60.6 na The maximum velocity is 11 and it occurs in the pipe between nodes BKFL and UG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 R'nal Calculations - Standard TRI-STATE SPRINKLER CORP. Page 4 i 425 WAVERLY ROAD Date 3/28/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.00 1.101 2E 7.65 30.000 11.111 K Factor= 4.20 to 150 1 T 9.563 17.213 0.0 3 14.0 0.0352 0.0 47.213 1.661 Vel = 4.72 0.0 14.00 12.772 K Factor= 3.92 2 14.29 1.101 1T 9.563 23.000 11.582 K Factor=4.20 to 150 0.0 9.563 0.0 3 14.29 0.0365 0.0 32.563 1.190 Vel = 4.82 3 14.00 1.101 1T 9.563 1.000 12.772 to 150 0.0 9.563 0.0 4 28.29 0.1292 0.0 10.563 1.365 Vel = 9.53 4 0.0 1.101 1T 9.563 9.000 14.137 to 150 0.0 9.563 3.898 5 28.29 0.1292 0.0 18.563 2.399 Vel = 9.53 5 0.0 1.101 1 E 3.825 7.500 20.434 to 150 1T 9.563 13.388 0.0 6 28.29 0.1293 0.0 20.888 2.701 Vel = 9.53 6 0.0 1.101 3E 11.475 16.000 23.135 to 150 0.0 11.475 3.898 7 28.29 0.1292 0.0 27.475 3.551 Vel = 9.53 7 0.0 1.049 2E 4.0 13.000 30.584 to 120 1T 5.0 9.000 0.0 TASR 28.29 0.2472 0.0 22.000 5.439 Vel = 10.50 TASR 0.0 1.049 1 E 2.0 8.000 36.023 to 120 0.0 2.000 3.465 BASR 28.29 0.2472 0.0 10.000 2.472 Vel = 10.50 BASR 0.0 1.049 1Zfb 0.0 2.000 41.960 to 120 1T 5.0 5.000 7.663 * Fixed loss = 7.663 BKFL 28.29 0.2473 0.0 7.000 1.731 Vel = 10.50 BKFL 0.0 1.025 1 G 1.35 40.000 51.354 to 150 1 T 6.75 8.100 0.433 UG 28.29 0.1831 0.0 48.100 8.809 Vel = 11.00 0.0 28.29 60.596 K Factor= 3.63 I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �® Fire & Building Products Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LF11 Residential Flush Pendent Sprinklers 4.2 K-factor The Series LFII (TY2284) has been General designed with heat sensitivity and water distribution characteristics Description proven to help in the control of residen- tial fires and to improve the chance for The Series LFII (TY2284) Residential occupants to escape or be evacuated. Flush Pendent Sprinklers are decorait - tive, fast response, fusible solder � . sprinklers designed for use in residen- WARNINGSodk tial occupancies such as homes, The Series LFII(TY2284) Residential apartments, dormitories, and hotels. Flush Pendent Sprinklers described aP When aesthetics is the ma `z 1 herein must be installed and main- eration, the Series LFII (TY2284) twined in compliance with this docu should be the first choice. ment, as well as with the applicable . The Series LFII are to be used in wet standards of the National Fire Protec- - pipe residential sprinkler systems for tion Association, in addition to the one- and two-family dwellings and standards of any other authorities hav- manufactured homes per NFPA 13D; ing jurisdiction. Failure to do so may wet pipe residential sprinkler systems impair the performance of these de- for residential occupancies up to and vices. including four stories in height per The owner is responsible for maintain- Vertical Adjustment: NFPA 13R;or, wet pipe sprinkler sys- ing their fire protection system and de- 3/8 inch (9,5 mm) tems for the residential portions of any vices in proper operating condition. Finishes: occupancy per NFPA 13. The installing contractor or sprinkler Sprinkler and Escutcheon: The Series LFII (TY2284) has a 4.2 manufacturer should be contacted White, Chrome, Black, (60,5) K-factor that provides the re- with any questions. or Antique Brass quired residential flow rates at reduced pressures,enabling smaller pipe sizes Physical Characteristics: and water supply requirements. Body . . . . . . . . . . . . . Bronze Sp rink►er Model Deflector . . . . . . . . . . . Copper The flush design of the Series LFII / Valve Cap . . . . . . . . . . . Brass (TY2284) features a separable es- Identification Orifice Seal . . . . . . . . . Copper cutcheon providing 3/8 inch (9,5 mm) Heat Collectors . . . . . . Copper vertical adjustment. This adjustment umber reduces the accuracy to which the pipe drops to the sprinklers must be cut to SIN TY2284 help assure a perfect fit installation. Operation The sprinkler assembly contains a Technical posed fusible solder element.When ex- IMPORTANT posed to sufficient heat from a fire,the solder melts and enables the internal Always refer to Technical Data Data Sheet TFP700 for the "INSTALLER components of the sprinkler to fall away. At this point the sprinkler WARNING' that provides cautions Approvals: nto into with respect to handling and instal- UL and C-UL Listed. vates with the deflector dropping lation of sprinkler systems andcom- its operated position (Reference Fig- ponents. Improper handling and in- Maximum Working Pressure: ure 1C), permitting water to flow. stallation can permanently damage 175 psi (12,1 bar) a sprinkler system or its compo- Discharge Coefficient: nents and cause the sprinkler to fail K=4.2 GPM/psil/2(60,5 LPM/bars/2) to operate in a fire situation orcause Temperature Rating: it to operate prematurely. 1620F/720C Page 1 of 8 SEPTEMBER, 2004 TFP42O Page 2 of 8 TFP42O Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max.8 Inch Rise for 12 Inch Run) Area(a) Ft. (Max.21nch Rise (Max.8 inch Rise Three sprinkler design when there are more Ft.x Ft. (M) for 12 Inch Run) for 12 Inch Run) than two sprinklers in a compartment. (m x m) 162°F/72°C 162°F/72°C 162°F/72°C 12 x 12 12 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 14 x 14 14 13 GPM(49,2 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 9.6 psi(0,66 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 16 x 16 16 14 GPM(53,0 LPM) 17 GPM(64,3 LPM) 14 GPM(53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 11.1 psi(0,77 bar) 18 x 18 18 18 GPM(68,1 LPM) 19 GPM(71,9 LPM) 18 GPM(68,1 LPM) (5,5 x 5,5) (5,5) 18.4 psi(1,27 bar) 20.5 psi(1,41 bar) 18.4 psi(1,27 bar) 20 x 20 20 22 GPM(83,3 LPM) 24 GPM(90,8 LPM) N/A (6,1 x 6,1) (6,1) 27.4 psi(1,89 bar) 1 32.7 psi(2,25 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER sprinklers.The minimum required dis- Precautionary Waming8 for Corro- Design charge from each of the four sprinklers sive Environments. The Series LFII is to be the greater of the following: (TY2284) flush sprinkler heads must Criteria . The flow rates given in Table A for be installed in a non-corrosive environ- NFPA 13D and 13R as a function of ment. The improper use of corrosive The Series LFII (TY2284) Residential temperature rating and the maxi- agents such as flux, other products Flush Pendent Sprinklers are UL p g that contain chloride ions described, Listed and C-UL Listed for installation mum allowable coverage area. whether applied internally or externally in accordance with the following crite- . A minimum discharge of 0.1 gpm/sq. to the sprinkler system, may result in ria. ft. over the"design area"comprised corrosion of the sprinkler head, or of the four most hydraulically de- stress corrosion cracking, which in NOTE manding sprinklers for the actual turn may cause the sprinklers heads to When conditions exist that are outside coverage areas being protected by develop leaks, operate unexpectedly, the scope of the provided criteria,refer the four sprinklers. or not operate properly. to the Residential Sprinkler Design Guide TFP490 for the manufacturer's Accordingly, it is essential that the Se- recommendations that maybe accept- Obstruction To Water Distribution. ries LFII(TY2284)flush sprinkler head able the local Authority Having Juris- Locations of sprinklers are to be in be installed only by experienced fire diction. accordance with the obstruction rules sprinkler engineers, who comply fully of NFPA 13 for residential sprinklers. with NFPA13, 13D, 13R and 25,ASTM System Type. Only wet pipe systems Operational Sensitivity. The s rin- B813,ASTM B828 and Copper Devel- may be utilized. klers are to be installein the lush opment Association(CDA). Hydraulic Design. The minimum re- position per Figure 1 with the provided Copper sprinkler system mina. quired sprinkler flow rate for systems escutcheon. Any time copper piping is used in any designed to NFPA 13D or NFPA 13R part of a fire sprinkler system,the cop- are given in Table A as a function of Sprinkler Spacing. The minimum per piping must be installed in confor- temperature rating and the maximum spacing between sprinklers is 8 feet ace with all applicable standards allowable coverage areas. The s rin- (2,4 m). The maximum spacing be- g P and requirements for copper piping, kler flow rate is the minimum required tween sprinklers cannot exceed the including: NFPA13, 13D, 13R and 25, discharge from each of the total length of the coverage area(Ref.Table ASTM B813,ASTM 6828 and Copper number of"design sprinklers"as speci- A)being hydraulically calculated(e.g., Development Association (CDA). Any fied in NFPA 13D or NFPA 13R. maximum 12 feet for a 12 ft.x 12 ft. soldering in any part of a sprinkler coverage area, or 20 feet for a 20 ft.x system, either internal) or externally, For systems designed to NFPA 13,the 20 ft.coverage area). must be done with use of only number of design sprinklers is to be ASTM 6 8 o roved flux. Residual a the four most hydraulically demanding approved I ------------------------------r------------------ -------------- 1—--------- -------------------------- �II ----------- ------—------ EW-AM POCKET- rII III 0ONCRSONOTUBE FOUNDATION WITH ATrACHM'616FOO'" FOOTING Fm omr,-W BELOW GRADE,TYPICAL L —22 4"CONCRETE FLOOR SLAB i ( 1 ( I I 5-1/2"STEEL LALLY COL --------------------------I ON 50">00'>05"CONCRETE Fooms,rfrlrAL F--------------------------- III L--------------- L -i 1 ` 1 I I I I r------ � 1I T 11 I I 1 ( I I I I r I I 4' ----------- 4*CONCRETE FLOOR SLAB I I III I 4j CONCRETE FLOOR SLAI� -4- -4- -+ r- 10"X 20"coNcRem FOOTING L i I I I ( I I I 10*X 20'co FOOTING 4'C40WRM FLOC R.sf0 -t n I I 1 ( I / 0"X 20"C.OWM REFOO`nN& ; ' Wit+ I ; +�� F -I Lt-J L -i Lj L t-J ' , I ; T 10"CONCRETE FOUNDATION WALL J 10"C.OW-4RM Fou+om K" ---------- BEAM POCKET L -J +F- L--------- _T-I , I y -r -+- I F--- ------------------ --- -41 EW-AM POCKET -----------1 III -4- 1 1 f L --+J- L J I----- - --- ------ FOUNDATION FLAN MMM-WHI3ERS 51i M FOR KII'VONS ARE FOR niOSe AS MANUFACTURED BYUNITS 1 2 ANDERSENAND ARE USED FOR 4-5" PURPOSES OF SIZE AND U VALUE0 1- 2- 5- 4- S' 10, ONLY-ANY OPTIONS ARE THE L----- ---------J- L---------------- i i I v I i a ROSPONSIBLITY OF il-E CONTRACTOR I Is c,a e,: To DISCUSS WITH OWNER DRAWN BY: PROP05ED NEW CONSTRUCTION MARTHA MACINN15 /VICTOR E. HAOAN JR. 425 V4A\/rzRL*'r ROAD 55 REGENT AVE. BRADFORD, MA. 01855 NORTH ANDOVER, MA : I CD '-u 25'-1 I ' I I ° DECK I BULKHEAD �* 51 NGLE GAR 6ARAGE I FAMILY ROOM � I I no I I I I _ I ® I I - DINING ROOM I KITCHEN DINING ROOM KITCHEN ® n 2546 I I TWO GAR 6ARA&E ' I I I I I n I I I ® I ® 6 I i B TH 2'-a 2'-4 2566 I 1 I LIVING ROOM ' I ( r OIm I OLO DEGK O'-1 PORCH � DOORsc�ut.E TYPE SIZE REMARKS 5'-0'X W-8' IN5ULATED STEEL EXTERIOR 5'-0'X 6'-5' IHR RATED INSULATED 5TEEL 2f' I 2846 6'-0'X 61-+61 VINYL SLIDING CA-A55 � 2546 LIVING ROOM I S 2'-6•x 6--8• WOOD INTERIOR I'-4'X 6'-5' KOOD INTERIOR STUDY 2846 _ ® W-0'X 6--5' 2 PAIR 2'-0'X 6--8'BIFOLD WOOD _ 5'-0'X 6'-5' 2 PAIR 2'-6'X 6'-5'BIFOLD ►bOD 2'-0'X 6--5' WOOD INTERIOR i I 2546 NOTE. FIRST FLOOR PLAN MODEL NJMBER9 SHOWN FOR WINDOWS "r I T ARE FOR THOSE AS MANUFACTURED BY I lo ' UNITS I 4 2 ANDERSEN AND ARE U5ED FOR , PURPOSES OF SIZE AND U VALUE 4' • ONLY-ANY OPTIONS ARE THE O i' 2' S' 4' S' fol - RESPONSIBLITY OF THE CONTRACTOR TO DISCUS WITH O"ER Scale: 2546 2846 EDRU� 2546 2546 DRAWN BY: PROP05ED NEW CONSTRUCTION VICTOR E. HAGAN JR. 55 RE6ENT AVE. 425 NAVERLY ROAD BRADFORD, MA. 01855 (a'18)3?4-8-►1a NORTH ANDOVER, MA 1 2646 1 2846 I • I 2846 I 2846 I T I 1 1 284b 2846 MASTER BEDROOM I BEDROOM I BEDROOM I MASTER BEDROOM 1 I I !t' I -2 1 CLOS. I GLOS. I ' GLO5. GLO5. I GLOS. G i I , I LOS. 1 I I � 4' -— I I I _ , -t-- I IOfl - BATH , I - -— - BATH I I I i • 1 2 I I I ROOF OF 6• I I . ARA6E BELOW I 1 I BATH I BATH 1 I I I , I I • I � 1 , 1 I , GLO5. 1 CLOS. � I TYPE SIZE REMARKS 1 Sb'X b'-8• INSULATED STEEL EXTERIOR 1 51-0"X W-8' IHR RATED INSULATED STEEL 6'-0'X b'-8• VINYL SLIDING 6LAS 2'-b'X b',8' MOOD TNTmop. 11-4"X b'-8' WOOD INTL-WOR X 6'-8' 2 PAIR 2'-0'X W-8'BIFOLD WoOo I 5'-0'X W-8' 2 PAIR 2-6'X W-8'BIFOLD WOOD 2'-0'X W-8' WOOD INTERIOR BEDROOM I BEDROOM I NOT>=, g � r1oDE1 wMBERs sHoval FOR wlN�ows FLOOR PLAN RE � I ,� � AFOR THOSE AS MANUPAGTURED BY I AUNITS 1 $ 2 ANDERSEN AND ARE usED FOR , PURPOSES OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE 171E `}'-5 4'-S RIMPONSIBLITY OF THE GONTRArTORO I' 2' 5' 4' S' 10' TO DISGUST YVITH OMPIER Scale: • DRAWN BY: HA MARTHA MAGINNfS /VICTOR EPROP05ED NEW GON5TRUGTION E. GAN JR. 58 REGENT AVE. BRADFORD, MA. 01835 425 N4\/ERLY ROAD \� (a-r8)3-r4-8-Ifa NORTH ANDOVER, MA i i 12• 12" Ll ¢•p El L-1- IZ• II II II II II II II II II II Ii II II II II I I I I I I I I I I -IT--------TL�T-----------------------------------TL-L r----------4-lf-------------------------TL-L.1- ----- L--1------------l-----------------------------------J---L----------L-L--------------------------- -J------ L,b,.E, FRONT ELEVATION MODEL" SWM FOR KrVOMSUNITS 12 AFOR TI40SE AS MANUFACTURED BY RE ANLM;ZSEN AND ARE MW FOR PURPOSES OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE THE O I' Z' S' 4' 5' 10, RESPONSIBLITY OF THE CONTRACTOR _ SGAIe: TO DISCW WITH OPOER DRAWN BY: PROP05ED NEW GON5TRUGTION VICTOR E. HAOAN JR. 425 HAVERLY ROAD 58 REGENT AVE. BRAv� Rv O , MA. 01855 NORTH ANDOVER, MA (q'18)374-8719 CONT.RID6E VENT 12' FIBERM A55 SHIN6L[5 1/2'EXT.PLYWD.SHEATHING 2X10 RAFTERS 12' R-30 FIBERGLASS BATT INSUL. Li PROVIDE AC---ESS TO ATTIC IH METAL DRIP EDGE CONT.SOFFIT VENT VINYL 51171W 5/4"T t G PLYWD.SUBFLOOR 1/2'EXT.PLYWD. LEFT SIDE ELEVATION 2XIO MOOR JOIST SHEATHING UNITS I 2 R=Ic1 FIE9 RGLAS5 BATT INSUL �-eNRAP EMAL TO 'TYVEK' 2X6 STUD WALL R=14 FIBERS BATT IWR L. DOUBLE STUD WALL WITH 13 RISERS O 7b'EA WLAYERS 5/6' 'TYPE X- Is WALLBD.BETN�N- 1/2'GYP.WALLBO.EITHER SIDE 12 TREADS O 10'EA. 15 RISERS O 1b'EA. 12 TREADS O 10'EA. 10'CON-.FOUNDATION BITUM.DAMPPROOFING 10'X20'CONS.FOOTING 4'CON-.SLAB -( b'CRUSHED STONE W/ POLY VAPOR BARRIER REAR ELEVATION TYPICAL WALL SECTION UNITS 1 4 2 DRAWN BY: PROPOSED NEW CONSTRUCTION ' VICTOR E. HAGAN JR. 58 RECENT AVE. 425 WAVERLY ROAD BRADFORD, MA. 01835 . " (878)374-b719 NORTH ANDOVER, MA • SI=AM(3)2'X 12'PT. ----------- -----------------T----------------- -------------- r----------- ---------------� --------------- �i I I I I � � Ili { I 2•x 10 FrsES5�E TREAED FLOOR Jo16TS o Ib'oz. cv I I I I I I L-----'---- ----'� I I 1 t ------ I I I I I I I I ' I L.— I I I I I I 1 I r--- I u I t I I I I I I I Do I I LJ I L J I I I I - til I I I I " III ri I I I I 1 n i ' I I I i I I h I I I x I I I =---------------------- —J I I I III I I ——————————————————— —i F--- �--- -- — 1 I III I � i I I I IIII I 2•x 10 PRESsursE TREAED FLOOR —E- -1 I I F �— I ------------I JOISTS 0 Ib•O.G. I � 2'X 10 TREAED FLOOR I XPISTS O 16"OZ. I ----- BEAM(9)2'X 12'P.T.. - � I 1 I I { I I E+FJAM('3)2'X 12'P.T. � I I t I I NOTE,I I I FIR5T FLOOR FRAMINO FLAN MODEL NUM MS SHOPM FOR WINDOPS I Arse=FOR T140W AS M#MPAGTii BY I I I I I I NITS I ANDERSEN AND ARE USED FOR FURPOW;S OF SIZE AND U VALUE ___J �———————————————J I OwLy-ANYoPTIONSARETM I L----------- I o r 2' s' 4' s' lo' RMPONS15LITY OF THE CONTRACTOR I To DISMISS PITH OPNER scale: DRAWN Br: PROP05FD NEW OON5TRUOTION MARTHA AGIN�NIS /VICTOR E. HAGAN JR. 58 RE ENTA` 425 k4AVERLY ROAD BRADFORD, MA. 01835 (a78)3-t4-8-►1a NORTH ANDOVER, MA I o� JOIST HAN5ER T Q� I I O �D 0 I N 2' X 10'RAFTERS o ib'O.G. I I � RID6E 1L O X h V I O I �D o I O I JOIST HAWSER t-• O <p — X {i1i o O I O �0 o N I O X JOIST HANSM CI I Li I SECOND FLOOR FRAM I NC PLAN UNITS 1 2 O 1' 2' S' 4' 5' 10' SGAIP.: DRAWN BY: PROP05ED NEW CONSTRUCTION VICTOR E. HACGAN JR. rpa REGENT AVE. 425 k4AVERLY ROAD BRAVFORn, MA. oI83� NORTH ANDOVER, MA (q�8)3?4-s-►Ia 2'X 10'RAt TERS O Ib Or'. (2)14'LVL HIP RA 7EK TYPICAL 2X 2 RI2X12 R 10 VALLEY RAFTER ---- V RAFTER ROOF OF OARACE BELOW 2X12 R OSE 0 :o e X �V NOTE. ROOF PLAN MODEL NUMBERS SHOM FOR KNDOM ARE FOR THOSE AS MANUFACTURED BY UNITS 12 ASH AND ARE USED FOR PURPOSES OF SIZE AND U VALUE O 1' 2' S' 4' 5' 10' ONLY-ANY OPTIONS ARE THE RESPONSIBLITTY OF THE CONTRAGTOR TO 0190.65 WITH O"az Scale: DRAWN BY: PROPOSED NEW CONSTRUCTION 58 RI H EN AAVE. /VICTOR E. HAGAN JR. 425 1NAVERLY ROAD BRADFORD, MA. Ola55 (a-r8)374-8-r1a NORTH ANDOVER, MA r CJS ifs I 22 20 ------------- -------L-------------I93 93 I r--------- — --------- r----------- ---------i I I I i BEAM POCKET I i BEAM PCVA I I I I � i i rt-I I I rte I I I i L J I i -4—lbi I I I 1 + i I L+JI I I --------------------- ----� I I I I L----- ------------------- - I r--------------------- ----� i II F--------------------- ———1 I I III III II 5 1/2'CONCREEFI I I 5 I/2'CONCREE FI STEEL PIPE STEL PIPE COLMN COLUMN j- II II II II I I I I + I I �— J I I I i I I I L J I I I I I I I 10•CONCRETE FOUNOAMN WALL I I I i I I 1 I I i I I I I I I j f /,0* x 20 LAB I 10•CONCRETE FOUND ON j j Io•CfE ONGREFouNc�,�nON WALL j I I I r,� I 1 I I I 10•CONCR IM FOUNDAnoN WALL j � I LtJ I I L.�.J I I I �lo•x 20'CONCRETE noon 10•x 20'CONCRETE NG I I I ji I I I I ( 1 10•x 20'CONCRETE FOOTING I I I I � i I j j I I I 1 j I I I I I L—J I I L—J 24'X 24">02' I FOOTING ( I I I L----------------------- I I I ----------------------- -----� I I I I --- -----------------------J 24'X 24'Xb C DkIREM FOOTING r I I I i L -J I I BEAM POCKET , I I BEAM P0C1cEr I I I I v FOUNDATION PLAN UN I T5 5 ANDD 4 O I' 2' 5' 4' 5' 10' SGAIP.: DRAwN BY: PROPOSED NEW CONSTRUCTION SS REGENT AVE.N JR. 425 HAYERLY ROAD BRADFORD, MA. 01855 (9'f8)3"14-8"il9 NORTH ANDOVER, MA DOOR 5GFEDULE TYPE SIZE REMARKS CD 5'-0'X 6'-8' INSULATED STEEL.EXTERIOR 5'-0'X 6'-b' IHR RAT®INSULATED STEEL 6'-0'X 6'-0* VINYL SLIDI"6LA55 2'-6'X b'-b" WOOD INTERIOR 5 I'-4'X b'-b' WOOD INTERIOR ® 20 4'-0'X b'-e' 2 PAIR 2'-0'X b'-8'BIFOLD WOOp 5- 'X 2 PAIR 2'-6'X b'-6'BIFOLD WOOD I 2'-6 '-6 WOOD INTERIOR 1 2836 2856 I 1 ( i ' BATH I I ® I 22 - - - KITCHEN s 22 -- 29461 AK I I I - ISI I I , I DINING ROOM GARAGE � � v IUNIT # 3 i UNIT # 4 I I I 28_46 I I I , I ( L.IVINO ROOM I I -- -- I Y V' N 2846 I -- I O P 2' S' 4' 5' 10' NOTES sea ate: MODEL NlMBERS 5FIOWN FOR WINDOWS - ARE FOR THOSE AS MANUFACTURED BY ADJ MSEN AND ARF USED FOR PURPOSES OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE THE i 2846 12846 2646 RESPON51BLITY OF THE CONTRACTOR FIRST FLOOR TO DISGUEf WITH OWNFR I UNIT #5 ANC) #4 I DRAWN BY: PROFO5ED NEW CONSTRUCTION VICTOR E. HAGAN JR. 58 REGENT AVE. 425 W,hYERLY ROAD BRADFORD, MA. 01,555 (x-18)374-871Q NORTH ANDOVER, MA I 2846 ' 2646 2646 2846 i I � • I i I I • � i 2636 ' - - I 2836 21,-2 2646 2846 ' PQM IBEPROOM I 2846 2646 ll:=�l Lb 1 1. 1 1p;;;;�lI ------ ------- I QsAT+t I mem I I I -------f------ I - I � I L--------- '-2 �t MASTER BEZ4ZOOM ® ® I OO 2646 MASTER �v�mc I � I I 2846 2646 I BEDRooM ' secw=A1 I 2646 2046 o x Dom SCHEDULE TYPE 512E R0 ARK5 I I I I I 5'-0'X b'-8' INSULATED 5TEEL EXTERIOR i I 51-0"x 61_6" IHR.RATED INSULATED STEEL 6'-0"X 61-8' VINYL SLIDING CLAM' 2'-6"X 6'-0' P400P INTERIOR , ® I'-4'X 6'-8' WOOD INTERIOR 2846 1 2 2846 SECOND 4-0'X 6'-8" 2 PAIR 2'-0'X b'-8'BIFOLD WOOp I 5'-0'X b'-8' 2 PAIR 2'-6"X 6'-8'BIFOLD WOOD 2'-0"X b'-8" WOOD INTERIOR UNIT #5 AND`I tD #4 i NOTEsMODEL NIBS SHOWN FOR WINDOWS I O i' 2' S' 4' S' 10' ARE FOR TH05E AS MANUFACTURED BY SGGiIP�: ANDERSEN AND ARE USED FOR PURPOW:S OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE THE RESFONSIBLITY OF THE CONTRACTOR TO DISCUSS 141TH OWNER • DRAWN BY: PROPOSED NEN CONSTRUCTION VICTOR E. HAGAN JR. 425 W,4YERLY ROAD 55 REGENT AVE. BRADFORD, MA. 01855 NORTH ANDOVER, MPS (a78)5-r4-87I a a b fi i 1' ` s • b ■ ■ II II II II I I I I I I I I II II II II I I I I 1 1 I I rjr--------------------------rj-1-r------------------------------------------------r1-4--------------------------rI—L, —————————————————————————L—J-—---——————————————————————— ——-L ————————— ————-� —J FRONT ELEVATION UNITS #5 $ #4 0 I' Z' 5' 4' 5' 10' SGQIP: DRAWN BY: VICTOR E. HA&AN JR. PROPOSED NEW CONSTRUCTION 55 REGENT AVE. BRADFORD, MA. 0055 NORTH ANDOVER, MA ' (4'►8)574-8714 OONT. RI06E VENT wir--via FIBl3LA55 5HINGLE5 I/2'ERCT.PLYWD.SHEATHING 2XIO LRAFTER5 ILJILJ � 12" R-50 FIBERGLASS BATT IN5UL. rn PROVIDE ACCZ55 TO ATTIC, II II II II 1 L c1------------��-----------------------��------------�� METAL DRIP EDGE UNITS #3 � #4 GOVT.SOFFIT VENT VINYL 51DINS REAR ELEVATION -5/4"T d 6 PLY)-V.SUBFLOOR I/2'EXT•P-YHO• 2X10 FLOOR JOIST SHEAT'HIIN& HOUSEIft,IRAP rMAL R-14 FIBER61.A55 BATT INSUL TO'TYVEW 2X6 STUD WALL R-19 FIBER&BATT INSUL. DOUBLE 57UD WALL WITH 15 RISERS a 1.6"EA. (2)LAYER5 5/6' 'TYPE X' 12 TREADS O 10'EA GYPSUM WALLED.BETWEEN I/2'GYP.WALLED.EITHER SIDE uj 15 RISERS a7b'EA. 12 TREADS a 10'EA 10'GONG.FOUNDAITON BITUM.DAMPPROOFIN6 4•GONG.SLAB 10'X20'GONG.FOOTING III III II II II IIILL �7 C�---��-------------��--- J �7 6'GRUSHEDSTONE W/ UNIT#3 #4 POLY VAPOR BARRIER RICHT SIDE ELEVATION TYPICAL WALL. SECTION DRAWN 5Y. PROPOSED NEW CONSTRUCTION VICTOR E. HAGAN JR. 58 REGENT AVE. 425 NAVERLY ROAD BRADFORD, MA. 01855 NORTH ANDOVER, MA (878)374-8'i I a y '• , �. .� BEAM(5)2'X 12'P.T. \ \ \ \ \ \ 2'X 10'PRE55LPRE TREATED FLAOR JOISTS m Ib'OG. I——LL J015T HA 4CAM F——————————————————————————— ——————————————————————————— I � I I I I I I 1 I f I i I I I 1 � F I RtT FLOOR FRAM I NC PLAN UNIT #5 $ #4 I o f I O 1' 2' S' w 5' 1 SGQIe: I I � I I � � f � I I 1 ( n n I -X�, I I I I I I f I L--------------------------- JOIST HANCER 2'X 10'PRESSURE TREATED BEAM P3)2'X 12'P.T. FLOOR JOISTS e Ib'O.G. I /� h / / L�Ll I I I I I DRAWN BY: VICTOR E. HAOAN JR. PROPOSED NEW CONSTRUCTION 58 REGENT AVE. 425 WAYERL Y ROAD BRADFORD, MA. 01&35 (a'18)3'14-8-r1a NORTH ANDOVER, MA I e4 -20 22 O O EN61 FI.QOR JOIST SY�TEM�51Z ANG SPAGIN6 TO BE ENEaI FIAOR.JOIST SYSTEM,SIZE ANP SPAGI TO BE INED BY THE AG I BY Tim AG UNIT # 3-g UNIT # 4 J !L !L JOIST H,41JGEft SECOND FLOOR FRAM I NO PLAN X 10'F 3RS p 6'O.G. UNIT #5 AND #4 r O I' 2' 5' 4' 5' 10' SGQIe: . DRAwN BY: PROPOSED NE-W CONSTRUCTION MARTHA Ap IN�NIS /VICTOR E. HAG�4N JR. 58 RE&ENT \ 425 WAYr=RLY ROAD BRADFORD, MA. 01855 (q-r8)3'74-87ia NORTH, ANDOVER, MA ° o • _ IIP RAFTER {TIP X X N 1 2'X 10 • Ib'O VALLEY RAFTER 71 2'X10' ri OG. oo O773�s I VALLEY RAFT ,p 2X12 RI 2X12 RI • 2 X12 6E RIDGE O X tV HIP RAFTER *P I I VALLEY RAFTER 2'X 10'RAFTERS O Ib'or— VALLEY RAFTER 9 O :o RIDGE O —X � O X ROOF FRAM I NC PLAN O P 2' S' W S' 10' UNIT #5 AND #4 SGAI e: • DRAWN BY: PROP05ED NEW GON5TRUGTION 58 REGENT AVE. JR. 425 NAVERLY ROAD BRADFORD, MA. 0055 NORTH ANDOVER MA ` (x78)374-8'ila N 4'qs NO FES:.. REFERENCE DEEDS _ ASSE �$C5: REFERENCE 1 LOCATION- OF ALL,UNDERGROUMD UTIU77ES SHOWN.HEREON s LOT 130- AR£ APPROXIMATE AND ARE BASED ON.A COMBINATION OF FIELD MAQ EZZ LOCATIONS:AND-COMPILING.INFORMATION.FROM PLANS SUPPLIED h.E.P,.D. BOOn 7422. PAGE- 204 BY VARIOUS:UTILITY-COMPANIES.ANO GOVERNMENT AGENCIES.- IN - s» ACCORDANCE WITH M.G LCHAPTER_82S£CTION 40 INCLUDING 0 u < / AMENpMENTS-ALL CONTRACTORS SHOULD 'ANNOTIFY IN WRITING ALL ZON1 G_ DISTRICT: R4 fXCAVdTIONOR TO CouPuTluryWORK OR"ANOCALL DIGMSAFEENT AAT1I/800-ES 32Z-4844 Y q _ _ ' Iv- �o REFEREPLANSMrN c' R£A' 12;soo S.F. CE P .J HALIFAX rf. - .. a- 4 DRYAD ST. �yF 1) E.C.L.O. 3152 MIN 40 ONTAGE 100 FT. of MAR co sT. 2) E.C.L.O. 2498 MIN FRONT.SETBACK = 30 FT r: i MIN S/DEETBACK = :15 4._ ��GrF a MIN RR ETBACK. _ 30 FT. IV.T. LOCATION .MAP N/F EXISTING TIMOTHY H. PACKARD APARTMENT SMH RIM=71.19 & HELEN. M. NEWELL BUILDING INVERT=61.72 DUH ' DWELLING r W17H 15' WIDE DRAINAGE EASEMENT G8 TOP . RED END INV.'= 59.0 N INV r- W/DEi. C % 67 260.00, LIM1T OF 100'-� L1MlF.OF 200' 1�- -RUCT/O-EASEME g sCy N78572B"yy O W BUFFER 'ONE RIV£�FRONT AREA / I - I 40 pV INV = 60.6 11 s=G= " EX/ST1 G ION 1 SmFOUN ANON i1 j'67 "-' • G�S I ' I b• o UNIT I NIT 2 U-? 66 68 I \ N F GAR. UNIT 3 I l69/ Z I " P / DWELLING 52 ca I u uNrr 4 CAR- v COLONIAL VILLAGE m 1. ar�T,� 1 1I'� I k a DEVELOPMENT I •�- PAVEMENT 730'- I 70 MAP 22 LOT 19 PORCH INV = 59.65 �s_— --—_—_ _�PTFnZ) 3 . .. 1p, -8 W/DE-EASE',MENT T Y o a 260.00• ' 66 67 o I DRAINAGE PLAN DWELLING I v LOCATED IN LOT. 1.3 0 ` NIF NORTH ANDOVER AIA. I NARDOTRUZZA REALTY AREA = 26,000 SO. TRUST PERCENTAGE OF LOT PREPARED FOR COVERED BY BUILDINGS MAP 22 LOT 20 20YCHARLES H O YPT C O . , LLP � 370 GREAT POND ROAD NORTH ANDOVER, MA. .01845 _`' `" - SAIN.R1M=72.51 INVERT:5232 �y SCALE: 1" _.40' DATE: 11 1704 Y REV: 3/2.1/05,5/10/05 40Q' 0 40 80 FT . CHRIS7 IA Y S N max\SG RGI" PROLAND,OSURVEYORS. NAL ££RS 160 SUMAI£R ST. HAVERHILL,MA' OIB30: TEL. 978-373-0310 - _ =m� DRAWING - NO. Q 2004 BY CHRISTIANSEN& SERGI INC. .' -02067002 r pr .. " I� S �� S �, �, ,�++,�. I I I I i AC(RV" rt CERTIFICATE O F LIAR- Y I N S U RAN C E DATE(MM/DD/YYYY) 08/22/2005 PRODUCER' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INTERNET INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 522 CHICKERING ROAD HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NORTH ANDOVER, MA 01845 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: NORFOLK AND DEDHAM INSURANCE STEVE SMOLAK INSURER B: 762 DALE STREET INSURER C: NORTH ANDOVER, MA 01845 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSK AU 'Ll U E IF IN LTR INSRD TYPE OF INSURANCE POLICY NUMBER PRAY(MEW) AW(AMW LIMITS A GENERAL LIABILITY R0206481 5/1/2005 5/1/2006 EACH OCCURRENCE $2,000,000.00 COMMERCIAL GENERAL LIABILITY PDAMAGE TO REMISES Ea oNTEeOnce $ 50,000.00 CLAIMS MADE ❑� OCCUR MED EXP(Any one person) $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 1,000,000.00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1.000,000.00 POLICY PROJECT LOC A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND VW 06002880012003 12/27/2004 12/27/2005 TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000.00 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 100,000.00 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMI $ 500,000.00 OTHER ADDITIONAL INSURED-TOWN OF NORTH ANDOVER CERTIFICATE HOLDER CANCELLATION TOWN OF NORTH ANDOVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR [REPRESE S. Af A IZ D REPRE NTATI r ACORD 25(2001108) RD CORPORATION 1988 Town of North Andover NORT}r A Building Department ?� sato 6�0� �� 6t 27 Charles Street o North Andover,Massachusetts 01845 * ,� (978) 688-9545 Fax(978) 688-9542 . 9 cecnicwc wK• 1• 4�R�TED r�y-Ah Building Demolition Affidavit 9sSgC USA DATE 2- O OWNERS NAME&c ADDRESS PROPERTY LOCATION /�pC DESCRIPTION CONTRACTORS NAME&.ADDRESS DEPARTMENT SIGN-OFFS D.P.W./WATER SEWER GAS ELECTRIC . X V TELEPHONE CABLE TAXES ' ITay- t J ixj &YIC. POLICE EXTERMINATOR ; �A DUMPSTER-ON/OFF STREET �- DIG SAFE NUMBER �.�O ,�,� 7 -7 BLDG.INSPECTOR DATE REC'D Deportment of K t Accidents Office ofrnwiturations 600 Washington Street Boston,MA 02111 www.mass.gov/din Workers'Compensation Insurance Affidavit: Builders/Contractors/Electridanaluiabers Applicant InformationPlease Print Legibly NamemusinessiorpnizatiavIndividual): Address: el" City/State/Zip:�W22 e G�/� Phone#: j Are you an employer?Check the appropriate brei: Type d roJeat(required). 1.❑ 1 am a employer with 4. I am a general contractor and 1 6. .` New construction employee's(full and/or part-time).* have hired the sub-contractors 2.F-1I am a sole proprietor or partner- listed on the attached sheet.t ?• ❑ Remodeling ship and have no employees These sub-contractors have 8. [�'Demolmon working for me in any capacity. workers' comp. insurance. (No workers'comp. insurance 5. El We are a corporation and its 9 C] Building addition required.] officers have exercised their I O•❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself.[No workers' comp. c. 132,11(4),and we have no insurance required.]t employees. [No workers' 12❑ Roof repair c%V-insurance required:] 131:1 O(her *Any ePP>caut that cbOCld box#1 mir'slso ill Out the section below&owing their wortift. Pp licy m t Homeowners wbo wbmit mis�vh indicaft they fame doma sn 'ark Md then hire amide eonhfctors mart submit s nt:wr�vit' sac tContrsctms that check this box mit sttsched sn W&ionw sheet rho "cat'ing. h. the name of ardeottttsctoAsod their wo*as.cow Pow infornwaim I an employer time Lr pr"WAa wnrktrs'compensedon Insurance for sry� Below L d rt pone y ob sus 1 Insurance Company Name: Policy#or,Self-ins.Lic.#: Expiration Date: Job Site Address: eve /Old �/� Attach a copy of the workers'compenutlon pCity/State/Zip: o8ey declaration e pag (showing the e oU g policy number and expiration alien date). Fal'lure to secure coverage as requir under Section 25A of MGL C. 152 can lead to the' fine up to$1,500.00 and/or one-year t,as well as civil imposition of criminal penalties of a of up o$250.00 a day against the violator. Be advised that a penalties in the form of a STOP WORK ORDER and a fine Investigations of the DIA far insurance coverage v 00�'of this statement may forwarded to the Office of crag �rlfication. I do hereby Cole corder t nr pe of w3', tl6e in ormatlon rovtded f P above is rrrrs and correct Phe #• 7 O�?ciw use only. Do not write in.tbLt area,to be eom pkted by c4 or town o,�el City or Town: ramlt/Uceuse# Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.Cky/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Costaet tenon: i'hone 0: 1 Y NORTH ANDOVER BUILDING DEPARTMENT ` Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with therovision of p MGL c 40 S 54, a condition of Building Permit at: 411426/ 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. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: r �C J .� .1 (Location of Facility) Signature of Permit AP Plicazrt Fire Department Sign off: Dumpster Permit Date i CASEMENT OPTION AGREEMENT f� I � Agreement entc rbd into this I day of 2005, between Timothy H. P kard and Helen M. Newell (Grantors) of 427 Waverly Road, North Andover, Mass chusetts, 01845, and The Charles Hope Compapies, LLP _ . (Grantee), its successo s and/or assigns, of 370 Great Pond Road, North Andover, Massachusetts, 01845. The saidGrant rs agree to give the said Grantee an Option for a Drainage Easement to be located along a portion of the northerly propeey, line of the Grantor's premises as shown on' "Drainage Plan located in North Andover, MA, prepared for Charles Hope Co., LLP , Christiansen & Sergi, Professional Engineers/Land Surveyors, 160 Summer Street, Hav erhill, MA, 01830, dated November 17, 2004, revised March 21, 2005", attached hereto as Exhibit"A". In consideration f the granting of an easement, the Grantee agrees to construct a one level garage, on the existing footprint as specified by the Building Inspector, subject only to obtaining a building permit and without the necessity of obtaining zoning variances or a special permit, Conservation Commission approval or Planning Board approval. The garage. shall be constructed pursuant to a plan attached hereto and incorporated herein. Grantors consent and agree to cooperate with a schedule -to timely construct the garage on their property, as,well as the construction of the proposed four-unit residential building on the Grantee' property. This Option for ap easement shall be in effect for a period of six (6) months from the execution of this agr ment'by the parties. t Dated this day of c-, , 2005. Timothy H. l*kard, Grantor Helen M. Newell, Grantor a4 The Charles Hope Companies, LLP 77— by --- by Alan Hope, Partner CKRISTIANSEN & SE RCI, INC, PROFESSIONAL ENGINEERS AND LANE SURVEYORS 160 SUMMER STREET HAVERHILL,MASS CHUSETTS 61830-6318 (978)373-0310 FAX (978)372-3960`, December 7, 2004 The Charles Hope Co. LLP Mr.Alan Hope 370('seat Pond Road North Andover,MAO 845 - ` RE: Drainage,425 Vaverly Road - Dear Alan: The drainagebleins at 425 Waverly Road,North Andover are two fold: l• Rah L Wi runoffboth on site and off site Ponds on the site, 2. The has a high groundwater table. The pro ems can be solved by installing a catch basin on the northerly side of the lot connecting it to a drain line installed,at an elevation below Y Proposed b floors. The foundati on drains could be The drain wool l connected to the drain. located.on the northerly side of the lot and into extend 10 the 0 feet f Newell. The drain would discharge t The discharge t would be in an upland area and not subjectto Conservation Commission Thecoupled with Proper si bs g Of Yout helRou,but pay will not onlYbeofbeneftotheNewell property by hnP vi ng drainage. V • 'p G. Christianst LICENSE TO ENTER PRE1vIISES owner of the Premises located at North Andover, Massachusetts, hereby grant J. iwtirti7 ,'11iC1°Ver', its .I"11:E UE1alt1E1t, ab ents, and employees (collectively "tile Town'.') the right to enter the Premises, including the land and structures thereon from 200— to 1200 , at the Town's sole cost, ex ease risk isk and hazard, and in such mzriner and at such times as file Town may deterni' , F�r file purpose o:i a>ndirci.ing training exl.rcises for ire Department employees. i l'hc Owner understands and agrees that the purpose of this grant of access to the Town is I' to provide the "town with a site to conduct firefighters training exercises, and that such exercise s may include, but shall not be limited to, the use of theatrical smoke, cutting of holes in walls and other activAlz ities wh.i.ch n-ia.y cause d.am.age to file Structures. The Owner agrees that it shall not hold the Fown responsible l:or any daillages to the structure(s) caused thereby, is it is understood by 111E partes Llea eto that the license is being granted because itis the intention of the Owner to denlolisll file structtlrE(s) and to give the Town tie opportunity to conduct said 1?irefibhters training exercises prior 1:0 the demolition by the Owner. V/Jtness Illy/our 1and.(s) and seal(s) this W day ofA41 200r Charles Hope C n' s, LLC wn r Ala o Pe ASSENTED BY: S & S Realty Trust (, ..:vpI::rrk'.nind.:eNii'r^,'iu enter�,remices Uac J Step en Smolak, Trustee AayehugdgsF �bt" & Sale Agreement %A0RTIy Town of C No. Z Z �, 040 LA = dover, Mass., I� COCMICHEWICK A- 0 DRATED S BOARD OF HEALTH Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT P��~ M v List ..�.. ........ ........... ............................................................................................... ....... Foundation has permission to erect........... ...4�V�,T..� ... buildings on .. ...��'�....W......V'� ......���...... Rough b8 Occupied as ................................................................................................................. Chimney ...... ................................ rovided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final ,lis office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of �1`Buildings in the Town of North Andover. Z 1� 0 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough ii f P*V 2.1504S P Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION ST TS Rough . ........ Service SprIV��'Lr t ...... . ..................................... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough t . 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. NORTH T0VM of : _ over 0 No.,74R (,(3) dover, Mass., 9—►7�3 -s7 0 0 T lE COC MICC MEwICK � ORATED F'P�,`�5 S BOARD OF HEALTH Food/Kitchen Septic System r A v uo Sl"d At. k. BUILDING INSPECTOR THIS CERTIFIES THAT........ ....................................................... Foundation has permission to erect...V.NR ...�.......... g .tl WA V t r � Y k6t �............. buildings ...... ........ ........................... ................................ Rough Abe occupied as •��.� Z I /� � Chimney C... `��!' ...... ........................................................ . ;dvided that the person accepting this permit shaiF in every respect conform to**. e.terms of the application on file in is office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final ,.Julldings in the Town of North Andover. oZ 13th PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this hermit. Rough p�h za PERMIT EXPIRE Final fN{ r &IJ S IN 6 MONTHS ELECTRICAL INSPECTOR k e 4 o , 0 S UNLESS CONSTRUCTION aTAkTS C Rough ...... ..............................�.... ' ............. Service BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises Do Not Remove Rough Final t No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. SEE REVERSE SIDE Smoke Det. %AORTH ToVM of Andover i_:�A E i dover, Mass., 9'—.18 '0400S' COCHICMEWIC. ADRATE S BOARD OF HEALTH Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT............. '� O � � BUILDING INSPECTOR i �.................................................................................................. Foundation I has permission to erect....V.A.? �.. .....� �' WA u1 �e t Y Ra�o� buildi gS On ....... .......�....... .............................................................. Rough �`--)N3 occupied as.........................A 0S#all, N A I V p ..g.........p................................................................................................................................ Chimney f vided that the person acce tin this ermit shall in every respect conform to the terms of the application on file in s office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final ildings in the Town of North Andover. 07 at AC) PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough �!~ 115.4 % Final I4t S PERMIT EXPIRES IN 6 MONTHS L it*I W#" s UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR s pol-V Kl* r S 4 .... .......t...1 /11 Ift .....................0111111 41P A Rough Service YBUILDING INSPECTOR l Fina Occupancy Permit Required to OCC1.1py Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final t No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. . Bumer Street No. SEE REVERSE SIDE::Dl Smoke Det. NORTH ovm Of 1% Andover No. .2.1 �. D) dower, Mass., T Q - LA E COCMICKEWICK ADRATE D O` C S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System �, f j� S� V ` .4`/4 BUILDING INSPECTOR THIS CERTIFIES THAT........... ........... ........................................................................................................ Foundation has permission to erect...VN + .. .... ......... buildings on A"I e.0 .W ........... Rough a occupied as • < < V� Chimney ...........R.....:s....................f....� ....................... . ......................... ............. .................. ...... 1ded that the person accepting this permit shall in every respect conform to the terms of the application on file in office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final r3 Vlldings in the Town of North Andover. PLUMBING INSPECTOR IOLATION of the Zoning or Building Regulations Voids this Permit. Rough 0%�"e V, PERMIT EXPIRES IN 6 MONTHS Fins Cp �� �� &td% ELECTRICAL INSPECTOR it a % UNLESS CONSTRUCTION- STARTS Rough N ,+ S K s ,� ............. SGL BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Rough P Y e Premises — P Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE Until Inspected and Approved by the Building Inspector. Burner DEPARTMENT Street No. SEE REVERSE SIDE Smoke Det. r n RTH _ own oAndover ®No. �, i` I o dover, Mass., •O; 0 O ` 330 'T O LAKE COCHICKEWiCK V �SSACFIU5�� FOR EXCAVATION AND FOUNDATION f .........S.0"a. (.4 .1 ..................................................................... THIS CERTIFIES THAT ....S.........f•�. VaS A&0� &►t R• sof has permission to excavate and pour foundation at ............................&&A&0q*.&%L.Y......••••••-•........................•• forthe purpose of........q.,...$000 0 *.......P w a. ll.*.'j..............-........................................................ 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. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS Tholder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS T6 assurance that a permit for entire building structure will be granted. Ic ...... wow ...................... SEE REVERSE SIDE BUILDING INSPECTOR I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I i I Checked by/Date I t I CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-12-2005 COMPLIANCE: PASSES Required UA = 550 Your Home = 446 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1835 30.0 0.0 65 WALLS: Wood Frame, 16" O.C. 2864 19.0 0.0 172 GLAZING: Windows or Doors 315 0.360 113 DOORS 99 0.360 36 FLOORS: Over Unconditioned Space 1835 30.0 0.0 60 HVAC EQUIPMENT: Furnace, 80.0 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 noreater than 125% of t e design load as specified in g g Sections 780CMR 1310 and J4.4. Builder/Designer Date Abington A K4 ansfield 8GO.r^,'6,8225 �nn21v,^clro.cosr NnemeganeanbulGm MAScheckjINSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 9-12-2005 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ ] I 1. R-30 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C. , R-19 I Comments/Location _ I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.36 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ) Yes [ ] No I Comments/Location i I DOORS: [ ] I 1. U-value: 0.36 I Comments/Location_ _ I I FLOORS: [ l I 1. Over Unconditioned Space, R-30 I Comments/Location — I HVAC EQUIPMENT: [ ] I 1. Furnace, 80.0 AFUE or higher I Make and Model Number - - I 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 I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 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 I I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating Iti I and cooling equipment and service water heal_._ ,-;uipment must be I provided. Insulation R-values, glazing U-values, and heating i equipment efficiency must be clearly marked on the building plans 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 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 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 [ l 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 j I 100-130 0.5 I 0.5 0.5 1.0 I ti + to - -NOTES TO FIELD (Building Department Use Only)------------------------- . I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I Checked by/Date I I I CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-12-2005 COMPLIANCE: PASSES Required UA = 519 Your Home = 396 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1569 30.0 0.0 55 WALLS: Wood Frame, 16" O.C. 2875 19.0 0.0 173 GLAZING: Windows or Doors 230 0.360 83 DOORS 95 0.360 34 FLOORS: Over Unconditioned Space 1569 30.0 0.0 51 HVAC EQUIPMENT: Furnace, 80.0 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 J9.4. Builder/Designer _ — Date •®��� El — -- mw 'joy 11 TOM NO P bingt.c:r7>mar`rs(ield ®` soo.698 8225• ue .cctco.corn Awrol°"vnf+dl.n MAScheck� INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 9-12-2005 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ ] I 1. R-30 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-19 I Comments/Location I i WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.36 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I DOORS: [ ] I 1. U-value: 0.36 I Comments/Location I — I FLOORS: [ ] I 1. Over Unconditioned Space, R-30 I Comments/Location _ I I HVAC EQUIPMENT: [ l I 1. Furnace, 80.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: C ] 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 I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no 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 I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating 1 I and codling equipment and service water hey.. __,_.-'quipment 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 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 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: [ ] ( Rated output capacity of the heating/coolin g system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ l 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 [ l 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 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.) : 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 j I ----NOTES TO FIELD (Building Department Use Only)------------------------- -.: ref. � v� 'SA i6'.. �� `'1 TA^ cZ �� i iii 7 4- MIA .�` 3`;..: cam, ��'g'_ .;•�' { ,y*ka•fr �s '* A�. x �.. �r �w ,a '3' '�, c': `;, +�,^` 'SS', to .Y` - y3' ,. -. ':i � rK ���a .�$ ."" �^, �z� 4x'ti* .-_; � s,.-�;� •r'�. N,._nr 3.�r F.� � 6 a' � -'.v x`' �'.:'k,..�'s �,i. '6 RIO x`k..:�T�t+a #;, f.i�+ 7,f��� it^0. �; 'k '� � "# �t: ve^z¢'F �y`��r m.z..;!�' •,�� . ,"1yr.i,.�,aL�%��� xx' *�41 �^'„'�*,M`#"L�� ' , ,�' Yr .:� � 'S"�'�s'y"k •i'k`z x^ �x`�r„x �,�i.c,�.,.. v -7T `�,'� ” �;-:� �yy ;� k - ,F.� iq a •7.,'�`F�+ ':..aw �s,r t,.�.., .� r X1. ..s, 4. l ;..9- b..t„. "�,'. qb' `�Ys�■Y� G.p`�, x s3 (Y■�{{yy�;�, a� y. 7 k, � ,'. AR 4.h '`• k1 0� .! �AT .y� �T�;y t* T}"'•i } _ Y �,P„ k-_ i-ny+;.} ' NjMIE YI stir ? 001 3- ir4 �l _ x - rr;�• ^.-m... t,... .reZ ;, i�. # ' -777 IL s a$ .. 4 gip, e3� rlthfi 1 ' =t RRfl � ual'sot'Lfr A r xt. a�.�'a u NO w' ��� "`#r� '# -:i, �r3:=:'� ,...a tib.d ,.yr�a-; �. ""� ,• .. x..dK '��tie. ht t. epi 9 .12x4 '"5 �.M'w,e n} .,�a a,�' x .yr P•4,, ,k a '�v.�u ,m' .�. x � ro Yom' � "� s .t yy �yy"�•' ws`ma IVY Z11 ■f,y P -2}''-M�'*` ���� : y� �11� f'1v. c-�'. ' f�µ � " L`Cz`;, mew -r, »rs- i✓n'AT'' iF ,k,` S. "ai�'3 L "n `' ,.r,-y-�; °,x'�'.. r F �s ',y✓y �,i[, o n` 'r6�. N i r �,.�. � �. .ux� ,. ��,�ky,+:'.-��•nr^ ��v`�y� c �,..;� �.:�� ,1� t".�%J�y ,� r r� �k" '� �u:s�*� �'.4m �.ys,�-<��.i�,�.-a +� `'�: OAPR1 D zoos BOARD Or APPEALS 61 76 Date................................... a NORTH TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING ,SSACMUSf This certifies that ........,1�,�....��J A 5,7W55;..� :I............ has permission to perform ..../. ..... ................................ 57 wiring in the building of......:.. /,1 ....... .. ............... at............ z-� 16'91, ....0............... .North Andover,Mass. E Fee...5P7.o�........ Lic.No.�'RAq L............. U.I: �.. . ELECTRICAL INSPECTOV V, Check # DEPARNMEYTOFRIBM AFEiRA'► Permit No. 6174 Ba4RDOFF'ReEPRE'VFM"R GVLATXM527adRYtI OCCUPOZr&Fees Checked �• APPLICAnoNFOR PERMITTO PERFORMELECTRICAL WORK All WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT 1N INK OR TYPE ALL lI MRMATIOI) D Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street 3 Number) t Vq V e-e- Owner or Tenant CG ve— © t: Owner's Address 79 a" - Is this permit in conjunction with s buildingpermit: Yes o No (Check Appropriate Bos) o �-' Purpose of Building PC=- e✓ Utility Authorization No. Existing Service Ampex! olti Overhead Underground a No.of Meters New Service Amps Volts Overhesd Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Na of Lighting Outlets Na of Hot Tubi No.of Ttuuaxmm Totd Na of Lighting Fixtuta Swimudns Pool" AboveBelow dmt�t0on RVA KVA zroord L-1 No.of Receptacle Outlets No.of On Damara No.of Emergeocp Lighting Battery Units Na of Switch Outlets No.of am Baerars Na of Ragas No.of Air Cond. TOW FIRE ALARMS No.of Zones Toes Na of Disposals Na of Hat Tod Told No.ofDelectim and Pa TM Kw faidaing Devices No.of Dishwuhms Space Ams Hating Kw Na of sonotRas getdoes Na of Self C=Wned Daiedw/Sownft Devices No.of Dryers Heatirrg Devices KW inesl MWcipd 0 Oder No.of Water Haman KW Na of Na of D ComacHwu signs Bdlasls Na Hydro Maasge Tubs Na of Man Totd HP OTHER, hUK=Cotm¢PJUU1D leWq='sbCfQ zdL" 1hmeactx=L ftkm==Fb mdd*VC m#* c r*Aft1" l IMNO Ihnesubmikdvddpm(daaatolzGft YM © Y� dmeddrig ycuhVAeYEKpkairidc*&rJpeorwv Vby B=0 Cox el w L F,6i WO&10Sm 1VMfixmDftRrn}mt�d �m Estrrs�dVatmccf&csi wc*SS l � fm r�IMNArv>8 � v �. S Uz=Na 0L e,6 yi l;o�ee_L`` ✓�lcP e 1San CftWSRAVU AWA1VFl;IamawaeQietdiel�oms Qiei� �g � I�Na l� ardd0nWs "onlhbpmrit�pk�ialvr hyraquY� e� �e4�by11�eeaedim�bCerte�ILa+M (Please check one) Owner Agent Telephone No. DEPAJU NBVPOFPUB[JCSUM Permit No. ��l 74 MUD OFFMPREMVlMRFX,[1LATIIQ 527(R12V Occupancy&Fees Checked - MPUCA19ONFOR PER %ff M PERFORM ELECTRICAL WORK ALL WORK To BE FERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS M-WrRICAL CODE,527 CMB 12:00 l (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. 1 Location(Street i Number) Owner or Tenant �wla GL Owner's Address 74 a live- 13 this permit in conjunction with s building permit Yes !a No a (Check Appropriate Box) Purpose of Building '7 S&i"Vl c—e- -2✓ Utility Authorization No. Existing Service . Amp' Volts OverheadUnderground a No.of Meters New Servisdt Ampa��olts Overhead Underground C3 No.of Meter Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Na of Ughdng ootlm Na of Hot Tube Na of Tnowim an TOW Na of Ughdnl Fixtum Swimming Pod- Above KVA Below KVA sm turd No.of RecepucM Outlaw No.of OUBttryan Na of Emwommy Ughdng Battery Uniti Na of Switch Outlaw No.of On Boman Na of RwWa No.of Air Coad. Total FIRE ALARMS Na of Zama Tara Na of Disposals Na d Haat Total TOW Na Of Deectioy am rungs Tony KW Wdadog D"Im No.of gahwashen Space Ann Hatiyg Kqt Na of SoimNng Devitxa Na of SaN C=whtad No.of Drywa- Hating Device Kw �° DM= Mntdeipd � Other-� No.of Water Nantas KW Na d IVa d Cormectlons Simin ailaNn No.Hydra Manage Tuba Na of Moon Told HP OTHER• hrtearsae PinreYbde Ca�asgf reQaert�afMad><�QamlI.atts IhateacwQitLitd*hssto FbftinAAV0Qq#� ori akswa agimient YM 0 NO s lhvw&hTWmddpoafdsewWz0Ma Y>� a)auhwftJ1WyK dseddt>gdie bax phttearilcaledret)p CfWMVby NKRANCS� B=[:3 OrlTigt [3 (plmee$riY) � `^V (✓ ��'! iQ �_ r��l � Wodcbsta a Re4r� E dValreefF]KWWW d Ra* es Sgtadtrtds A�>arbd f - And EMMNAM i ia=Na ��Y46 y i 1Jaer�e%�(_ I .,liS��'�K ..� ✓ st�,e `" I a LiomreNo ��G y� 0WI WSWAJRAN EWAM3kI=v=dwdieLicaa lheirsaaroe AX Tel.Na WthVrrVsWns1ncnt6' r.tappi�liQtwsiteadimphenat � e s��4��M�c!>ure�GenealLautt (Please check one) Owner ApM Telephone No, tna�am,FEE w I t _ ----_--- —_-- --_--_--_-----_---------� / fr———————————————————————————i II F--=------------------- - I f f I 1 -2 -2 f x'-1144I 1 1 f 1 I 2s-► I I�" 4"CONCRETE FLOOR SLAB i I I I 22 1 1 I I f 3-1/2"STEEL LALLYCOL I L-- ------------------------ 1 1 ON 24"X24"XI2"LONG. I FOOTING,T rPICAL I { I IL----------------------- � r - - -I--- - --- 1 -- r IL—I J seArJi PocI�T I I I0"'x20"CONCRETE EDDYING I i 4 C.OWRETE FLOOR SLAB I 1 1 4"1 coW 1 I'1 4"CONCRETE FLOOR SLAB RETE FLOOR SLAB 1 L— I I I I I 101 x 20"CONCRETE FOOTING $ I I i-- ! I I �+ I I ► I ry 1 � I � I I I 1 I -"► -I �1 �0' Gx 20" ONC.RTI=EFoonNG I I I L L—J Lf J LJ 1 ' I L ` J L—J L T I I I BEAM 1 I f 10"GONGREM FOUNDATION WALL II 1 1 I I 1 10"coNGRETE Fourma-noN WALL I I l � I I I S I I I I I BEAMPocKET -4— i + o I '------ ----------------- —� 1 I' L--------- -1 L J I � I L� J n 1 I — o'-I 1 ---T-��------------- —, ------- — -� I a '-10' �J, Io I I I I � f I SIfI - f ---------- --J C I E -1 1 I I 1 f L J jJ� L J' - - r---- ------- 1 j I BEAM POCK lo"LONG.FLLED ISONOTUBE I 1 b f f Y { L -- FOUNDATION FOR PORCH,WITH ATTACHED"BIG FOOT',4' BELOW GRADE,TYPICAL ————- 1 1 I FOUNDATION PLAN I 1 ! I4-3' Jill UNITS 12 1 L-------- --- I-------- --------1 1 0 V 2' 3, 4' 5" 10" DRAWNBY: ------------------------------------ Scale: VICTOR E. HAGAN JR. __ _ __ w 58 RECENT AVE. Ofi�OSED NEW GONSTRUGTFON BRADFORD, MA. 01835425 WAVERLY ROAD . L %IW61'zi6 (Q 78)3?4-871a NORTH ANDOVER, MA ! 5 2838 I T-2 p I 2646 2M6 2846 23-I I BAT 25'-I f I O I p _ _ ® DECK 51'NOLJ OAR GARAGE -r-I• v AMILY ROOM WALLS AND f F-ILIN6 OF GARAGE ARE TO BE j/8°TYNE"X"FIRE RATED &YPSUM$OBD,I HOUR RATING IPOST FOR BEAM r POST FOR BEAM tV 4' L P I IONE Ham r ® FIRE SEPARATION I ,. WALLie ff 28-46 - DINING ROOM ` I KITCHEN ' DINING ROOM I KITCHEN ® n 2846 I I n TWO OAR GARAGE O O'-I -IO" -IO -II 1'-4' I 22 POST FOR SEAM P05T FOR BEAM I WALLS AND CEILIN&OF&ARA&E ® POST FOR SEAM I ARE TO BE 5/6"TYPE "X"FIRE RATED &YPSUM BOARD.I MOOR RATIN& B TH :Q I , POST FOR BEAM ITO 2'-4' 7-4 2806I [ I I I I LIVING ROOM I ! I ZERO CLEARANCE FIREPLACE !� ME I I n DECK Doax scHEvuLE 2&46 ® O PORCH SIZE REMARKS 0"X 6'-8" INSULATED STEEL EXTERIOR 2846 0"'X 6'-8" IMR.RATED INSULATED STEEL 4fo"x i 6'-8" VINYL SLIDIN&GLASS 2'�a"X W-8" WOOD INTERIOR LIVING ROOM I NTMOR 5TUDY 2846 ® -0Xb6-.a. 2W pgdRl 2�oX W-b"BIFOLD WOOD 51-0"X b'-,9"' 2 PAIR 2'-6"X b'-b"BIFOLD WOOD NOTE: 2'-0"X 6'-b" WOOD INTERIOR MODEL NJMEMRS SHOWN FOR WINDOWS ARE FOR TH05E AS MANUFACTURED BY I 2846 ANDERSEN AND ARE USED FOR I FLOOR I Y PURPOSES OF SIZE AND U VALUE � ZERO GLEAitANGE FIREPLACE ONLY-ANY OPTIONS ARE TtE RESPON5IBLITY OF T}e CONIRAGTOR TO DISCUSS NTH OWNER UNITS 1 2 CDJ 4'-3 5' IO" i Scale: DRAWN BY: 2846 �QBS� 2846 2846 VICTOR E. HAJR. 58 REGENT AVE.VE. PROPOSED NEN CONSTRUCTION BRADFORD, MA. 0I835 425 NA\IERLY ROAD' (a-ta)3��-87Iq NORTH ANDOVER, MA I ' 2846 2846 , . 2846 r 2b" `8 '-10 I 2'-5 3-7 23'-II - 2846 MASTER BEDROOM , �� BEDROOM BEDROOM I 2�ab f MASTER BEDROOM I 7'-4 I. GLO5. f CLOS. , ———— CLOS. f CLOS. I 2836ofl BATH ►� f - -— 2836 I BATH LO GL05. ROOF Or-GARAGE 511 O O'-10 B�4TH BAT#L-_ 2836 , II CIL05. I UP , - - - - ' - Dom SctffDut-e ® ® - TYPE SIS' REMA 3'1'b'-8" INSULATE STEEL EXTERIOR t 3'-0"X 611 IHR.RATED IN5UL4TED STEEL b'-0'X 611 VINYL SLIDING GLASS I 2'-b°X 611 WDOD INTERIOR 1'-4"X&I WOOD INTERIOR ® `I )7"-X 611 ' 2 PAIR 2'-0"X b'-8"BIFOLD wood -e 8" 2 PAIR 2'-0°X b`-8"BIFOLD WOOD YVOOD INTERIOR V' - BEDROOM f BEDROOM NOTE: SECOND FLOOR PLAN I 3 g MOUNITS 1 $ 2 DEL NJMBERS SHOWN FOR WINDOWS r ARE FOR THOSE AS MANUFACTURED BY � ;- ANDERSEN AND ARE USED FOR PURPOSES OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE 0 1' 2' 3' 4' 5' 10'E THE `}=3 4'� RESPON5IBLITY OF THE CONTRACTOR SGdIP.: TO DISCUSS WITH OWNER 2646 , 2846 2846 DRAWN BY: VICTOR E. HAGAN JR. PRO 05ED NEN GON5TRUGTION 58 REGENT AVE. BRADFORD, MA. 01835 425 I'^AVERLY ROAD � I 1a�8)3-�4-8-rra NORTH ANDOVER, MA ----------------------- '--------------------------------71 f � � f 1 >--------- ----------< 1 1 I ATTI'C, I ATTIC �� I f � i I ROOF OF 6ARA6E BELOW I X f I ------- -( - r-- f i f 1 I 1 k l 4 I I f I DOOR Su-EMALE I , SIZEREMARKS TYPE f 5'-0"x 6'-8' INSULATED STEEL EXTERIOR 5'-0"X 6'-8" IHR.RATED INSULATED 5TEEL I 6'-0"x 61-8" VINYL 5LIDIN6 6LA55 2'-6"'X 6'-8" WOOD INTERIOR I I I 1'-4"X b'-B" WOOD INTERIOR I I I ® 4'-0"X 2 PAIR 2'-0'X b',9"BIFOLD WOop f 5'-0"X 6'-8" 2 PAIR 2'-6'X b'-8'SIFOLD MIOOD 2'-0"X b'-& WOOD INTERIOR I: I I I li I 1 r I NTE: i I ATT I C, FLOOR PLAN ARE FOR TH�A5 AG"„ m f I Uhl I TS 1 2 AMPOR5E4ANp ARE USED FOR PURPOSES OF SIZE AND U VALUEI' I 1/4 1'P 1 I—O I II ONLY-ANY OPTIONS ARE T* I f I RESPON5I5LMY OF THE GONTRAGTOR , I. TO VISGU55 WITH OWtER L------------------ ------------------� DRAWN BY: VICTOR E. HAGAN JR. PROPOSED NEW GON5TRUGTI'ON 5a RECENT AVE. 425 WAYERLY ROAD BRADFORD, MA. 0055 (a-ta)s74-a71a NORTH ANDOVER, MA Z4 12° THIRD FLOOR 12° 4'p 12" 5EGOND FLOOR Li IST FLOOR I I I I I f I I I I l l I I I I I I I I I I I I I I f I I I r1-Lr---------rL-4-----------------------------------Tj-1T----------Lir--------------------------rLJ-1------ L--1--------1-------------------------------------1-- ----------J--L---------------------------1-- ------ .FRONT ELEVATION ON Uhl I TS 11 2 O I' 2' T f S' 10' SGA Ie: DRAWN BY: VICTOR E. HAGAN JR. PROPOSED NEW CONSTRUCTION 55 REGENT AVE. 425 WAVERLY ROAD BRADFORD, MA. 0I855 NORTH ANDOVER, MA (x'18)374-8719 CONT.RIDvE VENT 12° FIBERCA-ASS SHINGLES -►°� 1/2"EXT.PLYWD.SHEATHING 2X10 RAFTERS 12" R=50 FIBERGLASS BATT IN5UL. F1 El ILI El METAL DRIP ED6E GOVT.SOFFIT VENT VINYL SIDING 3/4"T d 6 PLYWD.SUBFLOOR I/2"EXT.PLYWD. LEFT SIDE ELEVATION 2XIO FLOOR JOIST SHEATHING R=19 FIBER6LA55 BATT INSULH USENRAP EQUAL UNITS 1 1 2 TO "TY"r-K. 2X6 STM WALL R=114 FIBER6 BATT INSUL. DOUBLE STUD WALL WITH 13 RISERS o 7b"EA. (2)LAYERS 5/6" °TYPE X" 12 TREADS o 10"EA. GYIPSOM WALLED.BETWEEN I/2"GYP.WALLOD.EITHER SIDE Li IL-111-1 ILALJ 15 RISERS o 7b"EA 12 TREADS o 10"EA. 10 GONG.FOUNDAITON BITUM.DAMPPROOFINS 10"X20"GONG.FOOTING 4"GONG.SLAB 6"CRUSHED 5TONE W/ POLY VAPOR BARRIER REAR ELEVATION TYPICAL HALL SECTION UNITS 1 4 2 O I' 2' 5' 4' S' 10'' SGQIe: DRAWN BY: PROPOSED NEN CONSTRUCTION VICTOR E. HA OAAN JR. 58 REGENT AVE. 425NAVERLY ROAD BRADFORD, MA.. 0I855 NORTH ANDOVER, MA (x78)3"14-871a tvo A-c0 ESS To (3)2'X 10°P.T. I fII � � � 4Tne- o✓Erz. ' 14'-2° I 14'-4" PT.F 14 JOISTS O Ib°O.G. I IT 2'X 10"FLOOR JOISTS O Ib'O.G. I I (4)2"X 12 D -— 14'-2' 2'X 10'RAFTERS O I O.G. 2"X 10°FLOOR JOISTS O Ib'O.G. R '-2" 10'I2I 2X12 RIDGE (4)2'X 12' BEAM B 11111 1 fl'ABEAM G (412*X 12' E. 8$° N � BEAM E (3)Z°X 10' .T. L O S ( I °P. 4'-b" M Oat� 1� 4'-5' `�,�° 14'-8' ComAwe ' Lc orm t2 2''X 10 PT FLOOR / JOISTS O 16"O.G. t-,-'h} Z V-O-'& 2 D.` 6o0►•"+vv e 6 "I I'll c_ Co. .ve c,r w srg z Ro.,is 2ol BEAM A: 3- t-75 x g4- S r�acc t r e a"'oe. FIRST FLOOR FRAMING - UNITS 142 BEAM B: 3- 1.1-5 -- 1174 SECOND FLOOR FRAMINO - UNITS 142 S7.4ee-a0-6o -BEAM C: 3 -1.75 - Ifir '�5 BEAM D: 4-1.754 ttys BEAM E 3 - ( .7 5 l 4" GENERAL NOTES: I. ALL LVL BEAMS SHALL BE BOISE CASCADE,VERSA LAM OR EQUAL. 8. ALL PRE-ENGINEERED JOISTS TO BE BOISE GASGADE AND INSTALLED PER �P� S 7i Ste-! ALL INSTALLATION TO BE PER MANUFACTURERS RECOMMENDATIONS AND MANUFACTURER'S INSTRUCTIONS AND 5PECIFIGATION5 INC-LUPINS BUT NOT \ LAWRENCE SPECIFICATIONS. PROPERTIES. E-2,000pOOP51,Fb- 2,40OPS1 LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,NEB STIFFENERS,BRIDGING, fo R �\ t ' ALL COLUMNS DESIGNATED ON DRAWINGS TO BE 5015E CASCADE BRAGIIIE3,NAILING AND CONNECTION REQUIREMENTS ETC.. 1 GD E �11 VERSA LAM 2200. g. ALL STEEL LTO BE A36. STEEL-COLUMNS WITH BASE AND BEARING PLAIT=S TO BE 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR BEAM WIDTH5-1/2°PLATES. PLATES WITH 4-3/4'HOLES,BOLTED OR WELDED TO LESS TO BE NAILED TOGETHER WITH 3 ROWS Ib d O 12'O.G. STAG-SM BEAM. BEAM TO BEAM CONNECTIONS TO BE DESIGNED BY ENGINEER �g�Eok�� OR OFFSET EACH ROW BY 12'. ;' 3. ALL LVL INDIVIDUAL MIEMBERS IN BUILT UP BEAMS OF MORE THAN THREE 10. ALL SUPPORT UNDER BEAMS TO HAVE SUFFICIENT UNINTERRUPTED SUPPORT �FSSU�NAI ENS' MET�IBERS TO BE BOLTED TOGETHER WITH 2 ROWS OF 1/2"DIA.BOLTS, ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. ANSI/ASME STANDARD BI'821-Igbl O 24'O.G. STAGGER OR OFFSET EACH ROWW. 11. BRING ALL DESGREPENGIES TO THE ATTENTION OF THE ENGINEER IF ACTUAL FIELD CONDITIONS ARE DIFFERENT THAN DEPICTED OR EXPECTED,NOTIFY THE ENGINEER. 4. ALL LVL BEAMS TO BEAR ON BUILT S POST A MINIMUM AS LISTED BELOW 12. COORDINATE ALL WORK WITH DRAKN65 PROVIDED BY MARTHA MAGINNIS. ENGINEER: LA/ 1RE 1 `4CE H. GI DEN PE Z TO 3 LVL'S-USE 3°X 35°; 4 LVLS-USE 455°X 35';5 LVL'S-USE b"X 3S" 1 OR AS DESIGNATED ON DRAWINGS OR ON STEEL. 13. LoAD FIRST0 ,FLOOR VWK LL LL 60 5F:SECOND FLOOR 30 PSF,PL Is PSF,ROOF SNOW I cf 8 FAST MAIN STREET 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 145"SOLID EACH SIDE. b. ALL OTHER FRAMN6 TO BE CURRENT EDITION OF MA55 STATE BUILDING CODE 14. FOUNDATION SHALL BE CARRIED C70M TO UNDISTURBED SOIL HAVING A MINIMUM OEOROETONN, MA. O 1833 FRAMING LUMBER 4b= 1000 P51,E-IAOO1000 P51 BEARING CAPACITY OF 15, TONS PER SQUARE FOOT. Q�8-352-8318, Ce I I c�-18-502-5x21 1. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE. INSTALLATION AND NAILING TO BE PER MANUFACTURER'S RECOMMENDATIONS. USE SIMP50N H-10 HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER DRAWN BY: VICTOR E. HAOAN JR. PROPOSED NEW CONSTRUCTION 5a REc-ANT AVE. 425 NA\/ERLY ROAD BRADFORD, MA. 0I555 NORTH ANDOVER, MA (g7a)374-a71 Q 14'-4" 2"X 10'FLOOR JOISTS O Ib'OG. ISkIlk 'X 10'RAFTERS O 16'O.G. HEARING WALL HIP RArrm RAFTER 12'-S' ROOF OF 6ARAGE BELOW 000 SIT I Xh YAL.L.EY RAF rm Fr 2X12 RIDGE IF • I IT h ATTIC FLOOR PLAN UNITS 1 4 2 ROOT 1=R/�M I NC PLAN UNITS 1 4 2 ENGINEER: L ANRENGE H. OODEN PE Iq8 EAST MAIN STREET GEORGETOWN, MA. 01833 x{78-352-8318, cell c[78-502-5Q21 DRAHN BY: PROPOSED NEIN GONSTRU'GTION VICTOR E. HAGAN JR. 56 Rec-ANT AVE. 425WAVERLY ROAD BRADFORD, MA. 01555 NORTH ANDOVER, MA (x'18)374-871a 1---� L —A ---� -- 2'-2° r 0 o O O ———————————— ——————— ———— ———————————---———————————— ---� I 1ipi r--------- — ---------i ' r----------- --------� I BEAM POCKET ,, i I i BEAM POCKET , ` I 1 + I I I -4— I I I + I I L T J � I ' � LL- ----� L I I , I ———— I `r III t- I r--------------------- ---- I S 1/2°CONCRETE FILLED I I I s Irl•CONCRETE FILLED 1 I I I L I PIPE Imo' 1 I I sr PIPE IIS I I I I ZAZca I J 1 10•CONCRETE FouNDATIoN WALL I I i i —o •,� I 1 4'CONCRETE FLOOR SLAB I I I I I I I j 10`X 20°CNCRETE OFoonN 6 I I 10'CONCRETE FOUND ON f I I 10°CONCRETE FouNDA oN IA ALLI I I I I r+ I , I + I I' l0°CONCRETE FOUNDATION WALL I f I L--J I I I L + J I I I I I j 4°CONCRFLOOR SLAB j i lo°X 20•CONCRETE})OOTI i , i 10"X 20° ETE CONCRETE FoI lo°x 2o°coNCRErE FoonNS I I I I I 1 1 I I I I L+J I I I L t 24°X 24•X12° NCR IIETE FOOnN& 1 1 I I i l I I LII I L---------------------- ---J I 1 L--------------- - - -————— ————J I 4•CONCRETE FLOOR SLAB ' Y I I 4°CONCRETE FLOOR SLAB I Y I ----� I I I, I I r---- ----------------------- i 22'-6 F1 24•X 24'X1 I RETE FOOTING—� r i I I -221'6 I I LI J f I' I LIJ BEAM POCKET I l I I BEAM POCKET I I ' I I I I I 1 --—--------- ------------ I ------------ - FOUNDATION ----------- FOUNDATION PLAN UNITS 3 AND 4 L-- - �--- - ll-LL O I' 2' 3' 4' S' 10' I I I • DRAWN BY: VICTOR E. HAOAN JR. 5& REGENT AVE. PROPOSED NEW CONSTRUCTION BRADFORD, MA. 01835 NORTH ANDOVER, MA /_er_r_a 1=-r Wit_aTft I d DOOR ec WULe TYPE SIZE - W-0"X b'-b" INSULATED STEL.EXTERIOR S'-0"-X 6'-8" IHR TED I LATED STEEL_ 6'-0°X b'-8" VINYL.SLIDING GLASS 2'-6"X 61-8" __ WOOD INTERIOR p O 1-4 X WOOD INTERIOR x 6'-8" 2 PAIR 2'-0"A&-&"BIFOL.D Now S-0"x 2 PAIR Z'-b°X 6'-8"BIFOLD 2'-0 X 2' WOOD INTERIOR _ _ 2 � 28°36 2606 Io ' I I I I I p I I 1 BA GLOB, n } KITCHEN I I I Y I I I - _ I - 2646 If I ONE HOUR I FIRE SEPARATION GARAGE , WALL C DINING ROOM DINING ROOM I ,� GARAGE - I UNIT # 3 I i UNIT # 4 , I II I 2046 IE I 1-0 I LIVING ROOM LIVING ROOM I IE 6. -,..a � 2846 � -8 I 2646 ZERO CLEARANCE FIREPLACE I ® ® ZERO CLEARANCE REPLACE NOTE. sem. I MODEL NUMBERS SHOWN FOR WINDOWS ARE FOR THOSE AS MANUFACTURED BY 1 O I ANDERSEN AND ARE USED FOR PURPOSES OF SIZE AND U VALUE 2846 2646 I ONLY-ANY OPTIONS ARE THE I 2646 2846 I RE9PONSIBLITY OF THE CONTRACTOR TO DISCUSS WITH OWNER , I FIRST FLOOR PLAN LAN UNIT #5 AND # 11 VICTOR DRAWN BY: VICTOR E. HAGAN JR. 58 REGENT AVE, PROPOSED NEIN CONSTRUCTION BRADFORD, MA. 01835 NORTH ANDOVER, MA (4"18)3748714 • -8 -I I O'er 0'� 2846 ' 2846 2e,46 , 2b46 ' I 22-6 t � • I 1 I • 5 -6 - I 2636 4'-4 - ?'-8 28-46 -4 2 2836 - 2 2 ,'-4 i BEDROOM I ', 2846 2846 ------ -------- I BATH I BATH I -------- ------- I I L----------- cfl ® I ® I ® ---------- I ' I iv I I 1�.1•G• I I !�1&. I I n. , ® '�' LP -10 -2 -b ,'-2 ,'-2 -b -2 -10 '7b L-----� L----J D - - , I - • • - MASTM I O I I MASTER BEDROOM • I • B'A F� ® ' S b b I 2846 2846 I I ' O I -II2846 2846 ' ,'-4 22'-6 f � O CA-Os, I 22-b DOOR SCHEDULE S TYPE SIREMARKS I 31-0"X 6'-8' INSULATED STEEL EXTERIOR X b' I I ' V -b" IHR.RATED INSULATM STEEL -0°X 1 I ' b' 8-'-8" VINYL 5LIDIN6 GLA55 2'-8-°X WI MOOD INTERIOR 2846 2 2846 1'-4"X b'-b' WRI WOOD INTEOR ® 4'-0"X WI 2 PAIR 2'-0"X 6'-8'BIFOLD WpQp 5'-0"X 8-'-8° 2 PAIR 2'-8-°X b'-b"BIFOLD WOOD 2 2 .5E C O N D FLOOR Plam.AN 2'-0"X b'-8" WOOD INTERIOR I NOTE. Uhl I T #5 AND #4 MODEL NUMBERS SHOWN FOR WINDOWS ( O 1' 2' 5' 4' 5' 10'' ARE FOR THOSE AS MANUFACTURED BY ANDERSEN AND ARE USED FOR Scale: PURPOSES OF SIZE AND U VALUE ONLY-ANY OPTIONS ARE THE RESPONSIBLITY OF THE CONTRACTOR TO DISCUSS WITH OWNER DRAWN BY: VICTOR E. HAOAN JR. 58 RESENT AVE. PROPOSED NEW CONSTRUCTION BRADFORD, MA. OI835 NORTH ANDO\/ER, MA (978)374-8119 a ❑ o ■ ® ® ® ® ILI F� F1 ® ® E I I I I I I I 1 I I I 1 I I I k 1 I I I I I I I I I II 1 l rIJT--------------------------TI-IT-----------------------------------------------TI-IT------------ L -------------T�-�l' ---------------------------- - 1----------------------------------------------------I-------------------- FRONT ELEVATION UNITS #5 $ #4 /�11 v 116® II I DRAWN BY: VICTOR E. HAGAN JR. PROP05ED NEW GON5TRUGTION 58 REOENT AVE. 425 NAYERLY ROAD BRADFORD, MA. 0I835 (a78)s-r4-8-r1a NORTH ANDOVER, MA I DONT.RJOSE VENT' FIBERfLA55 SHINGLES 1/2"EXT.PLYI^V.5HEATHINS 12° TO BE DETERMINED BY THE MAM PAGTURER R=50 FIBERGLASS BATT INSUL. Li El DE 4 ES5 T TTIG mill -TSI I I I C�------------ -----------------------y�------------ METAL DRIP EDSE CONT.SOFFIT VENT UNITS #3 4 #4 VINYL SIDING REAR ELEVATION 5/4"T b Cr PLYWD.SUBFLOOR 1/2"EXT.PLYWD. I/8" =11-011 2X1O FLOOR.JOIST SHEATHING R=19 FIBER6LAS5 BATTINSUL HOU5B3A P EWAL TO "TYVEK" 2X6 51UD WALL R=19 FIBERS BATT INSUL. DOUBLE 5TUD WALL WITH 1 (2)LAYEIR5 5/6" 'TYPE X" 3 RISERS O 7b"EA. 12 TREADS O 10' A. SYP5UM WAL.LBD.BETWEEN- I/2'GYP.WALLBO.EITHER 51DE 15 RISERS O 7b"EA. 12 TREADS a IO'EA: --- - -- 10"GONG.FOUNDAITON _ _- BITUM.DAMPPROOFING F1 Z: 10°X20°GONG.FOOTING 4"GONG.SLAB fI II If II II II �� ��---��-------------��---�� �� 6"GRIJSHEDSTONENVJ UNIT#5 #4 POLY VAPOR BARRIER RI5HT SIDE ELEVATION TYPICAL WALL SECTION DRAWN BY: VICTOR E. HAGAN JR. PROPOSED NEN CONSTRUCTION 55 REGENT AVE. 425 NAVERLY ROAD BRADFORD, MA. 01835 (a-ra�374-87ia NORTH ANDOVER, MA _ �� 14' scm c}-0J e_f16,oc o,- k5.7- oc 2' T— 2°X 10"PT O Ib"Or, 0 c- 10O' 20' 20' ----------- --------------� I � I 0 0 0 o p I — x i OINEERED FLOOR JOIST SYS N e I I FLOOR JOIST Y5e I I FLOOR JON T SY TEM g o In I X X . I ----------- --------------� • 3-2n6 3 -� 3�4x 1¢ 4v�✓ 3- 1 3� 4' Level v- :2 t--%m 2- (Lo.✓: (3)2 x v P.T. 2 v Cvrr..aiv Q -W OF M'qS FIRST FLOOR FRAMINC PLAN n� SECOND FLOOR FRAMINC PLAN LAWRENCE SgCyG UNIT #3 1 #4 UNIT #3 ASND #4 HADEN CIO 1/4 - 1 -O 1/4.. _ 1 _O.. �� 7 65 w0 1,- t1 z 'l� S 0.�, G STEL \a�F' S NAL EN6 i ENC INFER: LAAREN(f.,E H. OC DEN PE I C{8 EAST MAIN STREET C EORC ETONN, MAS. 0055 Ql8-352-8318, ce I I q�8-502-5�i21 DRAWN BY: VICTOR E. HACAN JR. PROPOSED NEW CONSTRUCTION 58 RECENT AVE. 425 NAVERLY ROAD BRADFORD, MA. OIa35 (a-ra)374-a-rla NORTH ANDOVER, MA GENERAL NOTES, I. ALL LVL BEAMS SHALL BE BOISE CASCADE,VERSA LAM OR EQUAL. ALL INSTALLATION TO BE PER MANUFACTURER'S RECOMMENDATIONS AND 5PEGIFICATION5. PROPERTIES+ E-2,000,00OP51,Fb■ 2,gOOP51 ALL COLUMNS 0E516NATED ON DRAWINGS TO BE BOISE CASCADE VERSA LAM 2200. 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE NAILED TOGETHER WITH 5 ROWS 16 d• 12"O.G. STASOER OR OFFSET EACH ROW BY 12". 40' 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE MEMBERS TO BE BOLTED TOGETHER WITH 2 ROWS OF 1/2"DIA.BOLTS, ANSI/ASME STANDARD BI'6.21-1481 O 24"O.G. STAGGER OR OFFSET EACH ROM. FOLDING ATTIC.ACCESS STAIR 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS L15TW BELOW, LOCATE IN ROOF TRUSS SYSTEM 2 TO 5 LVLS-USE 5"X 55"; 4 LVLS-USE 45"X 55";5 LVL'S-USE 6"X 551, PER MANUFACTURERS RECOMMENDATIONS OR AS DESIGNATED ON DRAWINGS OR ON STEEL. 5. BEARINS ENDS OF ALL BEAMS TO BE BLOCKED 145"SOLID EACH SIDE. 6. ALL OTHER FRAM"TO BE CURRENT EDITION OF MASS STATE BUILDING CODE .0 FRAMING LUMBER fb= 1000 PSI;E-1000,000 PSI "X 10"RA Ib"O 2 " 6"OC. 7. ALL JOIST AND BEAM HANSERS TO BE BY SIMPSON STRONG TIE. INSTALLATION AND NAILING TO BE PER MANUFACTURER'S RECOMMENDATIONS. USE SIMPSON H-10 HURRICANE TIE AT THE SAVE END OF EACH ROOF RAFTER. Z' 111 1 6. ALL PRE-ENGINEERED JOIST'S TO BE BOISE CASCADE AND INSTALLED PER I I O 2x12 MANWAGTURERS NG INSTRUCTIONS AND SPECIFICATIONS ILUDINS BUT NOT HIP RAFTER HIP RA LIMITED TO ALL.ACCESSORIES SUCH AS RIM BOARDS,WEB STIFFENERS,BRIDGING, BRACING,NAILINS AND CONNECTION REQUIREMENTS ETC.. _ Q q. ALL STEEL LTO BE A56. STEEL COLUMNS WITH BASE AND BEARING PLATES TO BE BEAM WIDTHS-1/2"PLATES. PLATES WITH 4-5/4"HOLES,BOLTED OR WELDED TO BEAM. BEAM TO BEAM CONNECTIONS TO BE DESIGNED BY ENSINEER. 10. ALL SUPPORT UNDER BEAMS TO HAVE SUFFICIENT UNINTERRUPTED SUPPORT V2'j 10"RAFTERS i 6 O.G "X I °RA m 16"O.G. ALL THE NAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. __ _El"bSINEM Ir ` •O II. FIELD GONDITIONSRE RE DIES TPSRENT THAN DEPIPIGTED OR EXPECTW,NOTIFY THE ENGINEER. • 12. COORDINATE ALL WORK WITH DRAWIN65 PROVIDED BY VICTOR E.HA&AN JR.. 15. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 50 PSF,OL 15 PSF,ROOF SNOW ' LOAD 50 PSF,DEGK LL 60 PSP. jI 14. FOUNDATION SHALL BE CARRIED DOWN TO UNDISTURBED SOIL HAVINS A MINIMUM BEARING CAPACITY OF 15 TONS PER SQUARE FOOT. ROOF FRAM I NC FLAN UNIT #5 AND #4 1/4" = I'-O" ENO INEER: L.ANRENCE H. OC DEN FE Iq8 EA5T MAIN 5TREET O EOROETOAN, MA. 01855 q�f8-352-8318, Cell �1�8-502-5x21 DRAWN BY: VICTOR E. HAGAN JR. FROF05ED NEW CONSTRUCTION 58 REGENT AVE. 425 WAN/ERLY ROAD BRADFORD, MA. O WS �a-t8)s-r4-8 rIa NORTH ANDOVER, MA Location yo?S WAVeRt K4 No. a Date e TOWN OF NORTH ANDOVER F w # Certificate of Occupancy $ MuS<� Building/Frame Permit Fee $ Foundation Permit Fee $ t J Other Permit Fee ?Pr2t $ c.;,C TOTAL $ QZd Check #18612 A,44 1d� t Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING MoM,.'�. ' ,yrs-a6�; \ §4 <' f .y:: BUILDING PERMIT NUMBER. o2 � / DATE ISSUED: (P SIGNATURE: BuilTn7 COMMiSSiOnefflnspctor of Buildings Date SECTION 1-SITE INFORMATION IppZ 1.1 Property Address: 1.2 Assessors Map and Parcel Number: V Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use I Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft L . ..... Front Yard Side Yard Rear Yard Required F554) R red Provided red Provided •f- �� d p 1.5. Flood Zone Information: 1.7 Water S M.G.L.C.40. 1.8 Sew a Disposal System: Public Private ❑ Zone Outside Flood Zone ❑ Municipal On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT r1C IS riC : es O m 2.1 Own r of Record i Name(Print) Address for Service i Signature Telephone 2.2 Owner of Record: Name Print Address for Service-:- Signature ernce:Si ature Telephone rn SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construa ction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: � License Number Addres _ M ( � -' O gna e Expiration Date Telephone � r K: Registered Home Improvement Contractor Not Applicable —� Company Name Registration Number �.rn.. Address Signature Tel Expiration Date ^hone Y/ I r . 4 d SECTION 4-WORKERS COMPENSATION(M.G.L.C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Description of Proposed Work check all a licable New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition 0 Accessory Bldg. ❑ Demolition Other 0 Specify Brief Description of Proposed Work: A e- CJ!2 M;x?6 �ld�-/!�e- 04/;11'd -0v;11'd Ll 'm 114 SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OMCIAL USE'OMY Completed b Trot a licant . . 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of �p Construction 3 Plumbing Building Permit fee(a)X (b) 4 Mechanical (HVAC)( O 5 Fire Protection 6 Total 1+2+3+4+5 Check Number -T SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR/APPLIES FOR BUILDING PERMIT 4lee-7 4 as Owner/Authorized Agent of subject property Hereby authorize to act on My alf,in all ma ers re ativ to w r authorized by this building permit application. 5 z Si at e of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, S as Owner/Authorized Agent of subject a property 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 ature of O er/A ent Date NO. OF STORIES SIZE BASEMENT OR SLAB RD SIZE OF FLOOR TINIBERS 1 f 2 /O 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS j DIMENSIONS OF GIRDERS ld HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHRANEY D C •P. 4Q IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE s Town of North Andover N®RrH Building Department � 0 �`(4pc 61 V6 27 Charles Street ® - North Andover, Massachusetts 01845 (978)688-9545 Fax(978) 688-9542 � O9A CO[Nlf IwKw yM1' � �R4TE0 PPa '�5 Building Demolition Affidavit �SSACt1U5�t DATE ,Z O OWNERS NAME&ADDRESS j PROPERTY LOCATION SOC DESCRIPTION � � � CONTRACTORS NAME&ADDRESS �I 7t,/r �f 7� � wc&,— ���� zkh5 DEPARTMENT SIGN-OFFS D.P.W./WATER ' SEWER� GAS AW 401 os ELECTRIC � fx f/ ti 1 TELEPHONE CABLE TAXES I oS ✓ Lo)a (7 , POLICE - FIRE y EXTERMINATORS DUMPSTER-ON/OFF STREET ----�'" DIG SAFE NUMBER BLDG. INSPECTOR DATE RECD 01 Deportment ofIndustrial Accidents O, of Investigadons kv 600 Washington Street Boston,MA 02111 www-massgovIdle Workers' Compensation Insurance AilMdavit: Builders/Contractors/Electridans/Pluinbers ApipUcant information Please Print Lezibly Name (Business orpnizationtmvldual)• e X�Q G Address: G 1"P City/State/Zip:J/'l/ '40 a, Phone#• Are you in employer?Check the appropriate bn: Typed roject(required): 1.❑ 1 am a employer with 4. 01 am a general contractor and I 6, New construction employee's(fun and/or part-time).• have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet t 7. ❑ Remodeling ship and have no employees These sub-contractors ban 8. [Demolition working for me in any capacity. workers' comp. insurance. [No workers' comp.insurance 5. El We are a corporation and its 9' C] Building addition l0.❑ Electrical nus or additions required.] officers have exercised their rep sirs ❑ I am a homeowner doing all work right of exemption per MGL 11-❑ Plumbing repairs or additions myself. [No workers'comp. C. 152,j 1(4�and we have no 12.❑ Roof rept insurance required.]t employees. [No worker' comp. insurance required.] j 1 13.❑ Other 'Any awlicsot that club box N1 must also fill out the section below&owing their woe ms'conWen tion Policy infotmatioa t Homeowners who submit ffiis affidavit indu aft tbey ate doing all work acid then hire outside ooabacton must submit a new affidavit ndics t suck tContracbts that check oris box must attached as additional sheet ahow*me name of the sub•ootMaMon and their worltets'CMM po}k7 ioforn>ntioa lam an employer tint b prvvidlna workers'compensation imumnet for ry emPloym Below is the p&GW and job slag InformadaL Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: City/State2ip:, / A01. Q 0,4615 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to sewn coverage as requiref under Section 25A of MGL C. 152 can lead to the imposition of a fining penalties of a fine up to$1,500.00 and/or one-year t,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage vCrification. I do hereby cent under t nd pe of ury bat die Infornratlon provided$bogs 4s ants and eorr+eet Si -- Pho #: Offlei l use only. Do not write In this area,to be eons"d by c4 or to"olid City or Town: Permitn.lanse# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone 0: lllivi inakiV11 wii%s inaOva %a1Wa1avaa►.. , p Massachusetts General Laws chapter 152 requires all employes to provide workers' compensation for their ernpfoyees. pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as ,an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,125C(6)also states that"every state or local licensing agency shall withhold the imuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence or compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)stats"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented lo the contracting authority." Applicants Please fin out the workers'compensation affidavit completely,by checking the boxes that apply to yaw situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability partnerships(LLP)with no employees other than the members or partners,are not required m carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Alio be sure to sign and date the aftidaviL The affidavit should be retained to the city or town that the application for the permit or license is being requested,not the Departrnent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please can the Department at the munber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you o fill out in the event die Office of Investigations has to contact you regarding the applican. please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlieense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit fl�been officially stamped or marked by the city or town may be provided to the applicant as proof that s valid a is on file for future permits or licenses. Anew affidavit most be filed out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Depamnent's address,telephone and fax member: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406'or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26.05 www,mass.gov/dia �,� ,� v�so� ��c0� -- s� ��� ����� P1�.�//���� �a��� 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 at: r.41ato is that the debris resultin8 from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: J (Location of Facility) Signature of Permit Applicant 'Fire Department.Sign off: Dumpster Permit i Date I 'ACt RD`. ' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) F08/22/2005 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INTERNET INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 522 CHICKERING ROAD HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NORTH ANDOVER, MA 01845 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: NORFOLK AND DEDHAM INSURANCE STEVE SMOLAK INSURER B: 762 DALE STREET INSURER C: NORTH ANDOVER, MA 01845 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1145K I AUU Ll LTR INSRD TYPE OF INSURANCE POLICY NUMBER DA (MM/DD/YY) DAT D[4yN LIMITS A GENERAL LIABILITY R0206481 5/11/2005 5/1/2006 EACH OCCURRENCE $ 2.000,000.00 COMMERCIAL GENERAL LIABILITYDAMAGE TO RENTED 50,000.00 PREMISES Ea occurence $ ❑ CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 POLICY PROJECT LOC A AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS (P r p rson)URY $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: qGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑ CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND VW C6002880012003 12/27/2004 12/27/20051', TWC STAT ORY LIMITSEl ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000.00 OFFICER/MEMBER EXCLUDED? Ifes, E.L.DISEASE-EA EMPLOYEE $ 100,000.00 y SPECIdescribe under AL PROVISIONS below E.L.DISEASE-POLICY LIMI $ 500,000.00 OTHER ADDITIONAL INSURED-TOWN OF NORTH ANDOVER CERTIFICATE HOLDER CANCELLATION TOWN OF NORTH ANDOVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESEN -JATMCS.— AUIAOITIZ D REPRE NTATI _Z_ ACORD 25(2001/08) ORD CORPORATION 1988 %ORTly Town of L Over No. so too P 0 0 Y -_- - dover, Mass., -a 8 mod o _ T Q '=� LA E 1 C OC MIC ME WICK BOARD OF HEALTH Food/Kitchen PERMIT T Septic System �`�C PoP4 C h A P 14 3 gaPft Co . BUILDING INSPECTOR THISCERTIFIES THAT..... .. ............................................................. ............................................................ Foundation has permission to weet.. .Ar.Z..E........... buildings on ......�. 5....w .V .. .lY...... ..' Rough �. C..t� ` Si.Vk u a r Chimney tobe occupied as........................ ......... .........................V.............................................................. provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. O PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ARS ELECTRICAL INSPECTOR UNLESS CONSTRUCTT N 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. OCT-06-2005 11:40 E.C.S. 1. 603 642 9223 P.01 c ' �Q►CNML� J + �� 9C Environmental P.O 11 sot 1147- Atkinson,NH 03848 38$ Compliance Tel: 603-642-9200 x204 Specialists Fax:603.642-9223 Incorporated col p ated CO G� Chris Markey: emorkey@ecsi-nh.com 41PU Fax/LetterofTransmittal Date: Thursday, October 06, 2005 FAX: North Andover,MA From:Chris Markey Fire:978.688.9495 Police:97001-1172 Health Department:97888.9542 Buildin (n actor/Code:North Andover TEL: Fire:978.688.9590 Pages:2 Police:978-683.3168 Health:978-688-9540 Building In for/Code:North Andover ADDITIONAL Town Asbestos Fee:not required CC:File,customer REQUIREMENTS Tank Permit Fee: i I]urgent ®For Review ❑please Comment d please Reply 11 Please Recycle e Canments On October 20,2005 Environmental Compliance Specialists Inc.will be providing asbestos abatement at 425 WAVERLY RD. The work hours on the site will be weekdays from 7 a.m.to 3:30 p.m. State notification documents are attached, It there are any additional notification requirements or, if you have any questions or concerns, please do not hesitate to call Regards, Chris Markey Project Coordinator Where Com llance Builds Conf9dence i i OCT-06-2005 11:40 E.C.S. I. 603 642 9223 P.04 c - Commonwealth of Massachusetts 100023915 Asbestos Notification Form ANF-001 Decal Number B. Facility Description (cont.) 5. - _ a.Name of General Contractor b,6ddress c.Ci' /Town d.Zi ALG Code e.Telephone Number area code and extension WC00663995701 03/20/2006 f.Conttactor's Worker's Camp.insurer �"' .4-PolicyNumber h.Ex .Date mm/ddl 6. What is the size of this facility? 2000 g a.Square Feet b.Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): Note:Transfer a.Name of Tranpaortor b Address Stations must I comply with the a City/Town d.Zip Code a.Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removal/temporary site to final disposal site Regulations 310 p 9 CMR 19.000 SERVICE TRANSPORT GROUP �� PO BOX 2132 a.Nama of Trans er b.Address BRISTOL �9Q07 c,Cil/Town d,Zip Code a.Telephone Number Li $ a.Refuse Transfer Station and Owner b.Address I-- C.Cil/Town. old Zip Code e.Telephone Number 4. IA&L SALVAGE INC Ia.Final Disposal Site Location Name b.Final gsLmal Site Location Owner's Name 11225 STATE ROUTE 45-._ �� LISBpN Final IN 3 d.C' !Town OH 44432 e.State f.Zip Code g.Telephone Number o D. Certification N The undersigned hereby states,under the CHRIS MARKEY _ penalties of periury,that he/she has read the aaejlca-�00R b.Aulhorized Si slurs oCommonwealth of Massachusetts regulations NATOR 10/06/2005 for the Removal,Containment or Encapsulation of Asbestos,453 CMR 6.00 and r.Position/Title d.Date mmlde/ 310 CMR 7.16,and that the information 603)642-9200 JECS1 contained in this notification is true and correct a•Telephone Number f.Re en - 0 to the best of his/her knowledge and belief. Jill RT 125 C Q.Address amu. KINGSTON NN Og848 Z h.Ciiy/Town i.Zip Code anf001ap.doc-10102 Asbestos Notification Form•Page 3 of 3 i TOTAL P.04 OCT-06-2005 1140 E.C.S. I. 603 642 9223 P.03 Commonwealth of MassachusettsVoca _ Asbestos Notification Form 100023915 ANF-001 100 Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed,enclosed,or encapsulated: 0 1 13000 a. o a pipes or c s inear ! o o su aces square C.boiler,breaching,duct tank L� surface coatings n,ft. Sq.4--�—' d.Insulating cement lin.ft. S .ft. e.Corrugated or layered paper pipe insulation ( Trowel/Sprayer Un. „1 S .fl. ti coatings Lin.ft. g.Spray-on fireproofingLinI J S n�_ _J h.Transile board,wall board 3000 L.�J Lm.ft. Sq. i.Cloths.woven fabrics �� ).Other,please specify, Lind.it ..J tl. Lin. . k.Thermal,solid core pipe F r T insulation Lin,ft. Sq,ft. I.Speclly __ 14. Describe the decontamination system($)to be used: DOUBLE SUIT/WASH BUCKET 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2)(g): 6MILL POLY BAGS AND LINED DRUMS PROPERLY LBLD S DSPD IN APPROVED LANDFILL 16. For Emergency Asbestos Operations,the DEP and DOS officials who evaluated the emergency: a.Name of W Cls bb.Tdl� c.Date(mmil or Authorization d.OEP Waiver of e.Name of DOS Official ""'_ ` x:a dle _ g.Us-te(mmMddlyyyy)V1'Ku Ihorliation N h.DOS Waiver p 0 17. Do prevailing wage rates as per M.G.L.c. 149,§26,27 or 27A-F apply to this project?❑Yes❑v No ° B. Facility Description N Mo 1. Current or prior use of facility: RESIDENCE �o 2. Is the facility owner-occupied residential with 4 units r o less? ❑Yes El No 3STEPHEN SMOLAK 62 _ 7 , DALE STREET a.Facilit Owner Name b.Address ° NORTH ANDOVER 101845 9783600215 M0 c. /T Clt own d.Zi _Code e.Tel hone Number area code and extension LL 4 SAME SAME_ a,Name of Facility owner's On-site Manager b,On-site Maner Address Z SAME 01845 SAME a c.CltylI o%n d.Zip Code e.TelephoneumJ� ber(area code and extension) anf001 ap.doc 10102 Asbestos Notification Form-Page 2 of 3 I OCT-06-2005 1140 E.C.S. I. 603 642 9223 P.02 Commonwealth of Massachusetts IL>...., 100023915 J Asbestos Notification Form ANF-001 Decal Number (Whringout A. Asbestos Abatement Description tonna on the computer,use 1- a. Is this facility fee exempt-city,town,district,municipal housing authority,owner-occupied only the tab trey residence of four units or less? Yes R1 No to r your w —� rsor-do not b,Provide blanket decal number if applicable: use the retum Blanket Decal Number key. 2. Facility Location: 425 WAVERLY ROAD Q425 WAVERLY ROAD a.Nam o Facili b Street Address NORTH ANDOVER MA 01845 G.City/T9Wn d.State e.Ip Code f.Telephone Number INSTRUCTIONS 3. Worksite Location: 1.All sectioha of this EXTERIOR SIDING form must to a.Bultding Name/Building Location b.Building# c.Wing d.Floor e.Room completed in order to comply with 4 Is the facility occupied? ❑Yes f, No DEP notification MCIO wnenla of 310 CMR 7.15 5. Asbestos Contractor: and the Division of occupational ENVIRONMENTAL COMPLIANCE SPECIALIS 54 OLD JACOBS ROAD—� Safety(DOS) a.Name b.Addresb AWcation .. requirements of 453 GEORGETOWN 01833 6036429200 CMR 6.12 c.Ch/Tovm d.Zip Code e.Telephone Number AC000407 r.D ansa Num r g.Contract Type: Written ❑Verbal JESSE WRIGHT VP n.Facluiv can ct person I.Contact Persona Title 6. THOMAS R TILTON ~� AS030452 e.Name of On-Site Supervisor/ aq n b, ervicorlForeman Dos Certification Number SAT AM032630 7' a.N Pro a of act Monitor b.Pre cl Monitor OOS CerilfiCa ion Number PROSCIENCE Miiiiiiiiiiiiii --� AA000166 r a' s.Name of Asbestos Ana! ' al Lab Asbestos A I itatl!ab D Certificatlon be► wffl�o g_ 1012012005 10/20/2006 a. ed Start to fmmlddlyyyyl b.E?rd Date mm/ddlyyyy) 0 7AM-33OPM N c.Work hours Mon- ti. d.Work hours sal-sun. o 10, a.What type of project is this? [0 Demolition ❑Renovation ASBESTOS �- ❑Repair El Other,please specify: b.Describe 11. a.Check abatement procedures: _0 Glove bag El Encapsulation Mu, Cleanup ure Q Disposal sal only specify: z El Full containment b.Describe Q 12. Is the job being conducted: (]Indoors? Q Outdoors? 800018p.doc•10/02 Asbestos Notification Form•Page 1 of 3