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HomeMy WebLinkAboutMiscellaneous - Forest View Estates Fire Protection Specificationsa O .Iamcl s R,,,w l...Ir. Dirf.'(.lo fi .I::Ys�r172.'a.'t'11a ? Mr. Patrick S. Cone Director of Construction Pulte Home Corporation 257 Turnpike Road Southborough, MA 01772 RE: Forest View Estates Dear Pat: TOWN OF' NOR111 ANDOVLR DIVISION OF Pt.T1.B.[.,.1C WORKS 84 : S iO)D STREET' E T' NC3F"lH AMIDOVE . MASS ACfIL7SI_.'ITS 018451-2909 1 W11_1_1ANI 11 U*tRC1AK. 1-31R1:?C"l'OR. ,toery I=,IE>jrhone (9.78) 685-0950 o ,,,So e6 + '•S 7 688-9 i 400m A October 23, 2000 Today I made an inspection of the Forest View Estates Subdivision and found on Palomino Drive, at station 0+50 left +/- that the hydrant gate appears in the wrong location. I met with your Superintendent Dave Stillson and reviewed the approved plans in the construction trailer. While Stillson and I were at the hydrant location Mr. Jack Masterson of J. Masterson Construction Corp. stopped at the site. Mr. Masterson informed us that his company did not install the hydrant as part of his work for you. Mr. Masterson also stated that he thought that the water main was within three or four feet of the hydrant and that it may have an anchor tee. This brings up a potential problem of the water main location being incorrect. After I spoke to you today, I checked the as -built plans for the Forest View Pump Station. My staff engineer has not yet completed reviewing them and the pump station details are the last page. The as -built plan show the water main completely relocated with additional bends and completely in the wrong location. While the location may be satisfactory for the pump station the location is not the approved location for the subdivision. The approved location for the water main is 10 feet off the centerline. I have not been able to find any submissions to this office to relocate the water main or have I been able to find any approval from this office as to the new location. This is a serious matter. You have now added drainage to perhaps both sides of this water main and I question the horizontal separation of the drainage structures and anyone's ability to service the water main in an emergency situation. Also, the hydrant gate is so close to the hydrant that I question if our standard gate keys will function. The close proximity of the gate creates the additional problem of hydrant repairs. If there is damage to the hydrant and the water leaking from the hydrant makes it impossible to shut the gate we would be forced to shut a portion of Palomino Drive that would include several homes and the pump station. This is clearly not the design intent nor is it acceptable. Also, the as built plan shows the end of the water main approaching the centerline of the roadway. This is not acceptable. Patrick S. Cone Forest View Estates Page 2 October 23, 2000 The submission and receiving of an as -built plan is just that, the submission and receipt of said plan, it is not approval of all the utilities. While the pump station is functioning and is serviced by a water main that does not indicate approval of all utilities for every purpose. Therefore, I would propose that you complete and as -built plan that shows all of the utilities within the first 300 feet of Palomino Drive, submit it to the DPW and after we have some time to review the as -built plan we can then meet. Include any approvals of the relocated line with the as -built plan. Please keep both the Planning Board and Heidi Griffin, Town Planner appraised of the situation. Planning Board action on this issue may be required. I will be meeting with the full staff of the DPW to assess the current situation and how it affects the turning on of water services to your buildings under - construction. JJR/hs CC: J. William Hmurciak, PE, Director of DPW Attorney Thomas Urbelis Tim Willett, Staff Engineer Heidi Griffin, Town Planner Michael McGuire, Local Building Inspector Fire Chief William Dolan, Fire Department Mesiti Development Corp. C:/SUBDIVISIONS/PULTEFORESTVIE W/CONE02 Sincerely, James Rand, Jr. Director of Engineering TOW -N10 '"O 1l-lt'ieVDOVl'_R .DIVISION OF PUBLIC WORKS ..38-I (I)S("'001) SFR i T NORTH AN DOV ER, M ASSACI IU SE I Ndtice to APPLICANr/TOWN CLERK and Certification of Action of Planning Board on Definitive Subdivision Plan entitled: Forest view Estates By: MEF Design Inc. dated September 22, t ];c 97 rev. 12/12/97 The North Andover Planning Board has voted to APPROVE said plan, subject to the following conditions: 1. That the record owners of the subject land forthwith execute and record a "covenant dinning with the land", or otherwise provide security for the con— struction of ways and the installation of municipal services within said sub- division, all as provided by G.L. c. 41, S. 81—U. 2. That all such construction and installations shall in all respects conform to the governing rales and. regulations of this Board. 3. That, as required by the North Andover Board of Health in its report to this Board, no building or other structure shallbe built or placed upon Lots No. as shown on said Plan without the prior consent of said Board of Health. 4. Other conditions: See Attached n• 0 o�� y.$ m rn W ,7 r r -t N) c r�` C) rnoM C-0 c In the event that no 'appeal shall have been taken from said approval within twenty days from this date, the North Andover Planning Board will forthwith thereafter endorse its formal approval upon said plan. The Date: Planning plan, fo: t, e, f NORTH ANDOVER PLUUMC BOARD April 13, 1998 By; Richard S. Rowen Forest View Estates Definitive Subdivision Conditional Approval The Planning Board herein APPROVES the Definitive Subdivision for a 92 (ninety -two) -lot, with 91 new homes, subdivision known as Forest View Estates. Richard Pelletier, Mesiti Development Corp., 11 Old Boston Road, Tewksbury, MA 01876, submitted this application on October 15, 1997. The area affected is located off of Rt. 114 in the VR Zoning District. The Planning Board has determined that all lots or structures will be serviced with public sewer approved and accepted by the Town as required by Footnote 12 of Table 2 of the North Andover Zoning Bylaw in effect at the time of submittal. The Planning Board makes the following findings as required by the Rules and Regulations Governing the Subdivision of Land: A. The Definitive Plan, dated September 21, 1997, last revised on 1/21/98, includes all of the information indicated in Section 3 of the Rules and Regulations concerning the procedure for the submission of plans. B. The Definitive Plan adheres to all of the design standards as indicated in Section 7 of the Rules and Regulations except as noted in Condition 18 Waivers. C. The Definitive Plan is in conformance with the purpose and intent of the Subdivision Control Law. D. The Definitive Plan complies with all of the review comments submitted by various town departments in order to comply with state law, town by-laws and insure the public health, safety, and welfare of the town. Finally, the Planning Board finds that the Definitive Subdivision complies with Town Bylaw requirements so long as the following conditions are complied with: 1) Sewer System Issues: a) The sewer extension in Rt. 114 will be subject to the terms and conditions of the Department of Environmental Protection draft Administrative Consent Order and Notice of Noncompliance, ACO -NE -98-1004 dated March 13, 1998 as well as any modifications to the conditions stipulated in the Final Consent Order. b) The sewer extension will be subject to the policies of the Division of public Works regarding mitigation of groundwater infiltration and inflow into the receiving system. c) The applicant and the Town of North Andover mutually agree to establish an escrow account with the Town with sufficient funds provided by the applicant for the purpose of funding a 1 review engineer to provide services to the Planning Board. The engineer shall review the sewer design and pump station plans submitted to the Planning Board and DPW to determine their adequacy and over -sizing costs (if any), and to monitor construction. d) The Town Manager and applicant will agree to put in place a participation agreement to provide for the collection and payment of any over -sizing costs. 2) Environmental Monitor: The applicant shall designate an independent environmental monitor who shall be chosen in consultant with the Planning Department. The Environmental Monitor must be available upon four- (4) hour's notice to inspect the site with the Planning Board designated official. The Environmental Monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail area of non-compliance, if any and actions taken to resolve these issues. 3) Erosion Control: The applicant shall implement and follow all requirements set forth in the "Proposed Construction/Erosion Control Schedule for Forest View Subdivision, Route 114 Salem Turnpike, North Andover, Massachusetts", prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts, 01876, prepared by MHF Design Consultants, Inc., 12-B Manor Parkway, Salem, NH 03079, dated January 1998 and as shown on a plan entitled Phasing and Construction Plan as amended in Condition 4(c) below. 4) Prior to endorsement of the plans by the Planning Board the applicant shall adhere to the yfoll wing: a The cul-de-sac island planting plan prepared by Bruce Taylor, AIA for Forest View Estates, North Andover, MA on 1/26/98 must be added to the plans as a detail. b A Development Schedule must be submitted which conforms to both Sections 4.2 and Section 8.7 of the North Andover Zoning Bylaw. The schedule must show building permit eligibility by quarter for all 91 lots. H ee6 cx snn e 6 Cc(3,-A An amended "Proposed Construction/Erosion Control Schedule" must be submitted which conforms to the Development Schedule required above in Condition 4(b). d) The Applicant must submit documents conveying the designated Open Space Parcel C to the State or in the alternative to the Town through the Conservation Commission for review and approval. If the land is to be donated to the State, a perpetual restriction of the type described in M.G.L. Chapter 184, Section 31 running to or enforceable by the Town shall be recorded with respect to such land. Such restriction shall provide that the Open Space shall be retained in perpetuity for one or more of the following uses, conservation, agriculture, or recreation. The land will be conveyed to the appropriate entity prior to acceptance of the roadways as public ways. 4 e) Open Space Parcels A, B, D, E, and F are to be conveyed to a Homeowners' Association to be held in trust for conservation and or agricultural purposes only. The land will be conveyed to the Home Owner's Association prior to acceptance of the roadways as public ways. Due to the location of this subdivision on Rt. 114, the applicant shall post a Site Opening Bond in the amount of fifteen thousand dollars ($15,000) to be held by the Town of North Andover. The Site Opening Bond shall be in the form of a check made out to the Town of North Andover that will be placed into an interest bearing escrow account. This amount shall cover any contingencies that might affect the public welfare such as site -opening, clearing, erosion control and performance of any other condition contained herein, prior to the posting of the Roadway Bond as described in Condition 60). This Site Opening Bond may at the discretion of the Planning Board be rolled over to cover other bonding considerations, be released in full, or partially retained in accordance with the recommendation of the Planning Staff as directed by a vote of the NAPB. Q The Site Opening Bond is not intended to cover the off-site sewer. The Division of Public /Q Works Opening Permit will cover the off-site sewer work and Performance Bond Agreement �c� referenced in Condition 5(c). a 01 g) The final subdivision plans must reviewed and approved by the outside consultant, the ZZI Planning Department and D.P.All comments outlined the letter from James Rand, DPW dated January 7, 1998 must be adequately addressed. C1 n—;Z� ko vc) YrP"_Ae_9_j ­P1,o r1 h) The final Rt. 114 off-site sewer and pump station plans must be reviewed and approved by the outside consultant and _D.P. W. f The plans must be in accordance with a letter from Richard i - Pelletier Mesisti Development to the Division of Public Works dated April 1, 1998 which agrees to DPW's required modifications outlined in a letter from Guertin Associates dated March 2, 1998. The plans shall be further revised to include a divided wet wall with sluice gate at both pumping stations, and modifications to the inlet piping at station No. 2 to accommodate the new wet well. Suction piping for the emergency by pass pumping system shall be installed in the last sewer manhole before each wet well. i) A covenant (FORM I) securing all lots within the subdivision for the construction of ways and municipal services must be submitted to the Planning Board. Said lots may be released from the covenant upon posting of security as requested in Condition 60). j) The applicant must submit to the Town Planner a FORM M for all utilities and easements placed on the subdivision. tx<All application fees must be paid in full and verified by the Town Planner. ,!)ZMe applicant must meet with the Town Planner in order to ensure that the plans conform to 3 the Board's decision. A full set of final plans reflecting the changes outlined above, must be submitted to the Town Planner for review endorsement by the Planning Board, within ninety (90) days of filing the decision with the Town Clerk. The Subdivision Decision for this project must appear on the mylars. All documents shall be prepared at the expense of the applicant, as required by the Planning Board Rules and Regulations Governing the Subdivision of Land. �('7 5) Prior to ANY WORK on the site, a) The applicant must submit sufficient proof as determined by the North Andover Planning Board to the Board that the Massachusetts Department of Environmental Protection and the Town of North Andover has allowed the connection of the 91 house lots to the sewer system must be submitted to the Planning Board.y b) The Rt. 114 sewer line and all necessary appurtenances must be constructed in accordance with the approved plans, Department of Public Works requirements and the Planning Board ` consulting engineer review. Calk F a c) Work on the off-site sewer in Rt. 114 will be allowed only, upon the receipt of a conditional sewer extension permit from the Massachusetts Department of Environmental Protection, a 4. Massachusetts Highway Department Permit, and a Division of Public Works Street Opening Permit and Performance Bond Agreement. d) Detailed phasing plans must be submitted for each phase as submitted for phase I referenced below: i) Plan titled: Forest View Estates — Phase 1 Prepared by: Bruce Stevenson Taylor, AIA 248 Main Street West Newbury, Massachusetts 01985 Dated: February 3, 1998 e) Yellow "Caution" tape must be placed along the limit of work as shown on the detailed phasing plans referenced above. The Planning Staff must be contacted prior to any cutting and or clearing on site. fl All erosion control measures as shown on the plan and outlined in the erosion control plan must be in place and reviewed by the Town Planner. 6) Prior to any lots being released from the statutory covenants: 4 a) Three (3) complete copies of the endorsed and recorded subdivision plans and one (1) certified copy of the following documents: recorded subdivision approval, recorded Covenant (FORM I), recorded Growth Management Development Schedule, and recorded FORM M must be submitted to the Town Planner as proof of recording. b) Lots will be released incrementally as site work is completed per the amended Construction/Erosion Control Schedule for Forest View Submission. Subsequent phases of lots may be released when the first 8 lots of the previous phase are near completion with final stabilization completed. Stabilization is defined as the final grading of the proposed road or lot with either seeding, hay mulch spread on the slopes or in the case of winter conditions, the placement of erosion control matting/blanketing in the slope. c) Prior to the release of Lots 38, 42, 43, 46, the trail on or adjacent to the lot must be constructed as shown on the plan. All other portions of the trails must be constructed and completed within the Construction Phase of the adjacent lots.. d) The entrance to the subdivision and pump house must be constructed during phase I as shown on the approved Entry — Pump House Plan prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, West Newbury, Massachusetts 01985. The Home Owner's Association will maintain the pump house and entrance landscaping. e) The Play Field on Amberville Road must be constructed and completed within the Construction Phase of the adjacent lots. The Play Field must be constructed as shown on a plan showing the Play Field and Tot Lot prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, West Newbury, Massachusetts 01985, dated January 27, 1998. A chain link fence must be constructed extending along the Detention Basin No. 6 to Amberville Road and along Amberville Road to Rt. 114. Low shrubs such as forsythia will be planted to camouflage the fence. The fence is necessary to protect children from the traffic on Rt. 114. The Homeowner's Association will maintain the Play Field. fl The Tot Lot on Lot 31 must be constructed and completed within the Construction Phase of the adjacent lots. The Tot Lot must be constructed as shown on a plan showing the Play Field and Tot Lot prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, West Newbury, Massachusetts 01985, dated January 27, 1998. The Homeowner's Association will maintain the Tot Lot. g) The Parklet located on Parcel F and Lots 88 and 89 must be constructed and completed within the Construction Phase of the adjacent lots. The Parklet must be constructed as shown on a plan titled Forest View Estates — Phase 1 prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, West Newbury, Massachusetts 01985, dated February 3, 1998. The Homeowner's Association will maintain the Parklet. h) All site erosion control measures required to protect off site properties from the effects of work 5 on the lot proposed to be released must be in place. The Town Planning Staff shall determine whether the applicant has satisfied the requirements of this provision prior to each lot release and shall report to the Planning Board prior to a vote to release said lot. i) The applicant must submit a lot release FORM J to the Planning Board for signature. j) A Performance Security in an amount to be determined by the Planning Board, upon the recommendation of the Department of Public Works, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this conditional approval. The bond must be in the form of a check made out to the Town of North Andover. This check will then be placed in an interest bearing escrow account held by the Town. Items covered by the Bond may include, but shall not be limited to: i) as -built drawings ii) sewers and utilities iii) roadway construction and maintenance iv) lot and site erosion control v) site screening and street trees vi) drainage facilities vii) site restoration viii) final site cleanup A Performance Security may be established for each phase individually. k) The Performance Security must also include the cost of constructing the Parklet, Play Field, and Tot Lot referenced above in Condition 6(d), (e) (f) and (g). 7) Prior to a FORM U verification for an individual lot, the following information is required by the Planning Department: a) The Planning Board will review the status of the Subdivision and vote to verify FORM U applications as appropriate and in conformance with this decision.. b) An as -built plan must be submitted to the Division of Public Works for review and approval prior to acceptance of the sewer appurtenances for use. c) The house designs must be consistent with those presented to the Planning Board as shown in a booklet titled Forest View Subdivision, North Andover, Massachusetts, " Another collection of finer homes by A. Mesiti Development" showing The Parker, The Joppa, The Merrimack, and The Woodbridge. d) Individual lighting on each lot at the end of the driveways must be provided as stated n the Environmental Impact Statement for Forest View Subdivision dated October 1997. e) If a sidewalk is to be constructed in front of the lot, then such sidewalk must be graded and staked at a minimum. The applicant must submit a certified copy of the recorded FORM J referred to in Condition 6(i) above. g) A plot plan for the lot in question must be submitted, which includes all of the following: i) location of the structure, ii) location of the driveways, iii) location of the septic systems if applicable, iv) location of all water and sewer lines, v) location of wetlands and any site improvements required under a NACC order of condition, vi) any grading called for on the lot, vii) all required zoning setbacks, viii)Location of any drainage, utility and other easements. h) All appropriate erosion control measures for the lot shall be in place. The Planning Board or Staff shall make final determination of appropriate measures. i) Lot numbers, visible from the roadways must be posted on all lots. 8) Prior to a Certificate of Occupancy being requested for an individual lot, the following shall be required: a) The landscaping and final grading for each lot must be as shown on the detailed Phasing Plan, dated February 3, 1998 and Typical Landscape Plan, dated February 2, 1998 prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, Massachusetts 01985. b) Sprinkler systems must be installed in all homes per NAFD requirements. c) The roadway must be constructed to at least binder coat of pavement to properly access the lot in question. Prior to construction of the binder coat, the applicant shall ensure that all required inspection and testing of water, sewer, and drainage facilities has been completed. The applicant must submit to the Town Planner an interim as -built, certified by a professional engineer, verifying that all utilities have been installed in accordance with the plans and profile sheet. d) All necessary permits and approvals for the lot in question shall be obtained from the North Andover Board of Health, and Conservation Commission. 7 e) Permanent house numbers must be posted on dwellings and be visible from the road. fl There shall be no driveways placed where stone bound monuments and/or catch basins are to be set. It shall be the developer's responsibility to assure the proper placement of the driveways regardless of whether individual lots are sold. The Planning Board requires any driveway to be moved at the owner's expense if such driveway is at a catch basin or stone bound position. 9) Prior to the final release of security retained for the site by the Town, the following shall be completed by the applicant: a) The applicant must convey the Open Space Parcel to the State or in the alternative to the Town through the Conservation Commission as outlined in Condition 4(d). b) An as -built plan and profile of the site shall be submitted to the DPW and Planning Department for review and approval. c) The applicant shall petition Town Meeting for public acceptance of the street. Prior to submitting a warrant for such petition the applicant shall review the subdivision and all remaining work with the Town Planner and Department of Public Works. The Planning Board shall hold a portion of the subdivision bond for continued maintenance and operations until such time as Town Meeting has accepted (or rejected in favor of private ownership) the roadways. It shall be the developer's responsibility to insure that all proper easements have been recorded at the Registry of Deeds. 10) The Applicant shall ensure that all Planning, Conservation Commission, Board of Health and Division of Public Works requirements are satisfied and that construction was in strict compliance with all approved plans and conditions. 11) The Town Planner will review any signs utilized for this project. The applicant must obtain a sign permit as required by Section 6 of the Bylaw. The Planning Board shall approve any entrance structures. The applicant must remove any lighting used for the entrance signs prior to acceptance of the subdivision. 12) The applicant shall adhere to the following requirements of the Fire Department: a) Open burning is allowed by permit only after consultation with the Fire Department. b) Underground fuel storage will be allowed in conformance with the Town Bylaws and State Statute and only with the review and approval of the Fire Department and Conservation Commission. 13) There shall be no burying or dumping of construction material on site. 8 14) The location of any stump dumps on site must be pre -approved by the Planning Board. 15) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 16) Gas, Telephone, Cable, and Electric utilities shall be installed as specified by the respective utility companies. 17) Any action by a Town Board, Commission, or Department which requires changes in the roadway alignment, placement of any easements or utilities, drainage facilities, grading or no cut lines, may be subject to modification by the Planning Board. 18) The following waivers from the Rules and Regulations Governing the Subdivision of Land, North Andover, Massachusetts, revised February, 1989 have been granted by the Planning Board: a) Section 7(A)(2)(d) Cul-de-sac with Island: A waiver has been requested from the right of way diameter for the cul-de-sac with an island. This waiver has been granted with the understanding that the Homeowners Association created for this subdivision will maintain the cul-de-sac islands. b) Section 7(A)(3)(a)Grade at intersections: The grade at intersections exceed the requirement at the intersections of Palomino Drive and Rt. 114; Palomino Drive and Amberville Road; Amberville Road and Rt. 114; Amberville Road and Anvil Circle. c) Section 7(C)(1) Shoulders: This section requires an eight -foot (8') shoulder be provided for the typical roadway cross-section. This waiver requests a reduction in the shoulder width on Garnet Drive from Station 2+00 to Station 3+75 from the required 8 feet to 5 feet in order to reduce the wetland impact of the crossing at this location. d) These waivers have been granted in an effort to minimize the amount of cutting and filling required on site thereby decreasing the amount of erosion and siltation on site. 19) The utilities must be installed and the streets or ways constructed to binder coat April 13, 2006 (eight years from the date permit granted). If the utilities are not installed, the streets or ways are not constructed to binder coat and the Planning Board has not granted an extension by the above referenced date, this definitive subdivision approval will be deemed to have lapsed. 20) This Definitive Subdivision Plan approval is based upon the following information which is incorporated into this decision by reference: a) Booklet: Forest View Subdivision North Andover, Massachusetts "Another collection of finer homes by A. Mesiti Development" 7 b) Booklet: Environmental Impact Statement for Forest View Subdivision Route 144 Salem Turnpike, North Andover, Massachusetts 01876 Prepared For: Mesiti Development Corp 11 Old Boston Road, Tewksbury, Massachusetts 01876 Prepared By: MHF Design Consultants, inc. 12-B Manor Parkway, Salem, NH 03079 Dated: October 1997 c) Booklet: Proposed Construction/Erosion Control Schedule for Forest View Subdivision Route 144 Salem Turnpike, North Andover, Massachusetts Prepared For: Mesiti Development Corporation 11 Old Boston Road, Tewksbury, Massachusetts 01876 Prepared By: MHF Design Consultants, inc. 12-B Manor Parkway, Salem, NH 03079 Dated: January 1998 d) Plan titled: Forest View Estates — Phase 1 Prepared by: Bruce Stevenson Taylor, AIA 248 Main Street West Newbury, Massachusetts 01985 Dated: February 3, 1998 e) Plan titled: Play Field and Tot Lot Prepared by: Bruce Stevenson Taylor, AIA 248 Main Street West Newbury, Massachusetts 01985 Dated: January 27, 1998 fl Plan titled: Cul-de-sac island planting plan Prepared by: Bruce Stevenson Taylor, AIA 248 Main Street West Newbury, Massachusetts 01985 Dated: 1/26/98 g) Plan titled: Entry -Pump House Prepared by: Bruce Stevenson Taylor, AIA 248 Main Street West Newbury, Massachusetts 01985 h) Report: Stormwater Management Report for Forest View Subdivision Route 144 Salem Turnpike, North Andover, Massachusetts 01845 Prepared For: Mesiti Development Corporation 11 Old Boston Road, Tewksbury, Massachusetts 01876 10 f Prepared By: MHF Design Consultants, inc. 12-B Manor Parkway, Salem, NH 03079 Dated: October 14, 1997, rev. December '997, rev. January 1998 i) Plan titled: Typical Landscape Plan Prepared by: Bruce Stevenson Taylor, AIA 248 Main Street West Newbury, Massachusetts 01985 Dated: February 2, 1998 j) Traffic Study Conservation Administrator Director of Public Works Health Administrator Building Inspector Police Chief Fire Chief Assessor Applicant Engineer File Forest View - subdivision 11 0 FRAZIER & WELLS Mechanical contractors, Inc. P. 0. Box 59; Methuen, MA 01844 Tel. (978) 689-7474 * Fax (978) 689-8118 Fire Protection Systems Maintenance and Specifications Manual Project: Forest View Estates Salem Turnpike - Route 114 North Andover, Massachusetts /r�4 Gkl�oo l C 0 FRAZIER & WELLS Mechanical Contractors, Inc. P. 0. Box 59 - Methuen, MA 01844 Tel. (978) 689-7474 - Fax (978) 689-8118 Fire Protection Systems Maintenance & Specifications Manual Forest View Estates North Andover, MA 01845 Item Page 1) Cover 1 2) Table of Contents 2 3) ROC Sprinkler Heads 3 - 6 5) GBR Sidewall Sprinkler Heads 7-10 6) GBR Pendant Sprinkler Heads 11 -14 7) Milwaukee Butterball Monitored Valves 15-19 8) Potter Flow Switch 20-21 9) Conbraco Double Check Valve Assembly 22 10) Blazemaster CPUC Pipe 23-28 11) Ball Valves 29-30 12) Sprinkler Head Cabinet 31 -32 13) Sprinkler System Signs 33-34 14) LPI Joist Hole Chart 35 Residential o OptimaTM Concealed Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Residential Optima T11 Concealed is the world's first 20' x 20' concealed residential sprinkler. It is UL Listed for residential occupancies as outlined in NFPA 13, NFPA 13D and NFPA 13R with very low flows and pressures while providing the aesthetic appeal of a flat concealed ceiling plate. It is designed to compensate for varying ceiling heights by utilizing a drop down deflector and an adjustable thread -on escutcheon. This feature is significant because it allows the ceiling to fluctuate over 1/z" in height. The thin cover plate projects only 3/,6" below the ceiling for the maximum in unobstructed and aesthetic appearance. To prevent damage to the sprinkler and to allow the sprinkler to be located in the ceiling, a special protective cap is provided. This plastic cap has a cone shaped point that can be pressed against the wall board to locate the position of the sprinkler and allow the hole to be cut correctly. The Residential Optima TM Concealed Sprinkler employs Central's exclusive link activating mechanism. The sprinkler is brass and the cover plate is available in brass, chrome plated or white painted. Operation: The Central Residential Optima Concealed Sprinkler absorbs heat through the ceiling cover plate which is soldered to the adjustable retainer ring with a fusible. alloy. At the rated temperature, the alloy fuses, resulting in the plate dropping away from the sprinkler. At this point, the deflector drops down below the ceiling surface, bringing about the link's exposure to the fire's heat. The heat fuses the link's thermal element resulting in a rapid expulsion of both the activating mechanism, as well as the sealing cap. Water can now flow in a pattern engineered to meet the coverage requirements. O P T ■ M A 7 01 Technical 7/16" Orifice Data Adjustable J. Model: ROC Concealed Style: Concealed (adjustable) Residential Wrench: OptimaTM Concealed (Part #1074) Orifice Size: 7/,6" (11.1 mm) Sprinkler K Factor: 4.2 (6o.o6) Thread Size: 1/2" (12774pn?) N.P.T. Approvals: U.L., cUL Temperature Rating: 160°F/71 °C Sprinkler with 135°F/570C Cover Plate Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass Cover Plate: brass, chrome plated or white painted with custom painted finishes available. Length: 297,6" to 31/16" (6.5 cm to 7.8 cm) Cover Plate: 31/4" (8.3 cm) diameter Ceiling Opening: 21/2" (s.4 cm) diameter Weight: 7.9 oz. (224 grams) complete assembly with cover plate Patented with additional patents pending. No. 2.7.5 EO Figure 1 Residential Optima TM Concealed Pendent (Non -Activated) 1 2 1/2" ±1/8" Hole Diameter 1" x 1/2" Reducing Coupling I 3/16" Figure 2 hesiaentiai optima TM Concealed Pendent (Activated) I 1" x 1/2" Reducing Coupling Hole Diameter �' I I 1 j 3/8" (ref.) i Face of Reducin COUDIing_ 2" ±1/4" i 2 6" to '16" 0 Design Data Design Requirements—ROC Residential Optima TM Concealed Coverage Area (ft. x ft.) Single Head Multiple Head Minimum Flow (9Pm) Minimum Pressure (Psi) Minimum Flow (9Pm) Minimum Pressure (Psi) 20 x 20 (400 sq. ft.) 24 32.7 17 16.4 18 x 18 (324 sq. ft.) 24 32.7 17 16.4 1 6 x 16 (256 sq. ft.) 18 18.4 13 9.6 14 x 14 (196 sq. ft.) 18 18.4 13 9.6''..: 12 x 12 (144 sq. ft.) 18 18.4 13 9.6 a.auuvnc minimum spacing between sprinklers is 8'. Ceiling cover plates are available in a variety of metallic or painted finishes. For custom painted finishes, the customer must furnish a quick -drying paint, preferably lacquer -based, to ensure proper color duplication. One quart of paint is required for each 200 plates. 0 r Installation The Central Model ROC Residential Optima TIM Concealed Sprinkler must be installed in conformance with current NFPA 13, NFPA 13D and NFPA 13R Standards. Deviations from these requirements and stan- dards, or any alteration to the sprin- kler assembly itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes and standards, as applicable. The system piping must be prop- erly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the pendent position. Step 2. The face of the sprinkler fitting should be installed a nominal 2" (±Y4") behind the finished ceiling line. Adjustments, to compensate for variations in fitting face to ceiling height, may be made4y threading the cover plate retainer in and out of the unit's support cup. Step 3. Use only a non -hardening pipe joint compound, or Teflon' tape Apply only to the male threads. Step 4. Hand tighten the sprinkler into the fitting. Avoid making contact with the deflector when using the Central Sprinkler OptimaTM Con- cealed Wrench to tighten the unit into the fitting. The wrench is designed to mate with the body's wrench bosses, 'Teflon is a trademark of the DuPont Corp. Optima TIM Concealed Wrench inside the threaded support cup. A leak tight joint requires a only 7 to 14 ft. Ibs. of torque. Torque levels greater than 21 ft. lbs. may distort the orifice seal, resulting in leakage. Step 5. After initial installation and before the cover plate is installed, cover the sprinkler with the special plastic protective cap. The cap is specially designed to not only protect the sprinkler, but allow the ceiling installers to locate the sprinkler by pressing the ceiling board up against it. The end of the cap has a special tip, therefore leaving an impression in the ceiling board for the location of the sprinkler. Care should be taken to only press the ceiling lightly against the cap as excessive pressure will damage the sprinkler. This cap must be removed for the sprinkler to function correctly. Step 6. To install the ceiling cover plate, manually thread the cover retainer into the support cup. Con- tinue threading until the cover retainer's flange rests against the surface of the ceiling. Caution: Special care must be taken when installing with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in Qxtreme cases can impair proper sprinkler operation. 71 Care & Maintenance Sprinklers must be handled carefully. They must not be transported or stored where ambient temperature may exceed 100°F/380C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated or altered in any other way from manufac- tured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Maintenance of Water -Based Fire Protection Systems" contains guidelines Cud minimum maintenance requirements. rthermore, the local Authority Having Jurisdiction may have additional regula- tions and requirements for maintenance, testing, and inspection that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a qualified inspec- tion service. Length of time between such inspections can vary due to accessi- bility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibit- ing corrosion or damage; always use new sprinklers of the same orifice, style, and temperature rating as replacements. C ©1994 Central Sprinkler Company Printed in U.S.A. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all authorities having jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the recom- mended sprinkler wrench. Be certain to match model, style, orifice, and tempera- ture rating. A fire protection system that has been shut off after an activation should be repaired and returned to.service immedi- ately. Inspect the entire'system for damage and replace or repair as neces- sary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Com- pany will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, sprinkler finish, cover plate finish, and sprinkler wrench. For special painted cover plate finishes, the customer must supply a quick -drying paint, preferably in a lacquer -base finish to insure proper color duplication. Without such a guide, Central Sprinkler Company cannot be responsible for acceptable color matching. All custom painting of the cover plate must be completed at the factory. Availability and Service: Central sprinklers, valves, accessories and other products are available throughout the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362-0700 for the distributor nearest you. Patents: The ELO Optima TM sprinklers are protected under U.S. Patent #4,976,320. Additional patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. OPTIMA TM is a registered trademark of Central Sprinkler Company. ROC.1 r ■ G � R • Sidewall • Recessed Sidewall Residential (161x201) Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description Data The Central Model GBR Sidewall and Recessed Sidewall Sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the recessed glass bulb design, provide a sprinkler that is attractive and cost effective. The Central Model GBR Automatic Sprinklers incorporate the latest in Oglass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled 3 mm diameter frangible capsule that is only 2.0 cm in length. The Model GBR Automatic Sprinklers are intended for residential applications in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. They are available in 1/2" orifice sizes, and a 1550F/680C temperature rating. The Model GBR Sprinklers and escutcheons are available in brass, chrome plated and white painted, with additional special painted finishes available. Operation: The glass bulb capsule operating mechanism contains a heat - sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. v .1. 1/2 Orifice t Model: GBR/SW Au.tOmat'c Style: Sidewall & Recessed Sidewall Escutcheon: Model GB Res./QR Recessed Wrench: Universal Orifice Size: 1/2" (12.7 mm) K -Factor: 5.4 Thread Size: 1/2" N.P.T. (12.7 mm) Temp. Rating: 155°F/680C Approvals: U.L., U.L.C. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated, white and off-white painted Escutcheon: brass plated, chrome plat9d, white and off- white�- idinted Length: 2 1/2" (6.35 cm) Width: 1 1/2" (3.81 cm) Weight: 2 1/2 oz. (70 grams) No. 4.2.0 , X X NQ 0 Figure 1 Model GBR S/W 1/2" Recessed Sidewall (bottom view) Face of 3/4" Max. Face of Wall Reducing 1 3� T8 il'in Coupling , I Model GB Res./QR Recessed Escutcheon Minimum Hole in Ceiling is 2". Maximum is 2 1/2" I 1 13/16" 2 I / Support Cup I j 1 7/16" Min. 1 13/16" Max. — 2 1/2' Note: Only the Model GB Res./QR Residential Rec&ssed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. GBR S/W 1/2" Residential Sidewall Sprinkler Design Requirements uetlector distance is per NFPA 13D - 4" to 6" below the ceiling. Figure 2 Model GBR S/W 1/2" Sidewall Face of Reducing Coupling,., 2 3/16" Ref. Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the lace of the reducing coupling should be 1/8" t1/16' behind the wall. fi i Coverage Area Minimum Design Flow (Pressure) Model Width Throw One Sprinkler Two or More Sprinklers GBR S/W 12' (or less) 12' (orless) 20 GPM (13.7 psi) 18 GPM (11.1 psi) 1/2" Sidewall 16' 18' 22 GPM (16.6 psi) 20 GPM (13.7 psi) & Recessed 16' 20' 30 GPM (30.9 psi) 25 GPM (21.4 psi) Sidewall uetlector distance is per NFPA 13D - 4" to 6" below the ceiling. Figure 2 Model GBR S/W 1/2" Sidewall Face of Reducing Coupling,., 2 3/16" Ref. Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the lace of the reducing coupling should be 1/8" t1/16' behind the wall. fi i N C rA Installation All Central Model GBR Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the sidewall position. Step 2. Use only a non -hardening pipe joint compound or Teflon' tape. Apply only to male threads. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on page two. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon Plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. ' Teflon is a trademark of the DuPont Corp. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central Universal Wrench to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. -lbs. may distort the orifice seal, resulting in leakage. Universal Wrench (Part #1122) Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings ii3vts,been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. `The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems", contains guidelines and minimum maintenance require- ments. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to re -assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all 0 Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. C ©1993 Central Sprinkler Company Printed in U.S.A. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cmz 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 GBR 2 0 Reside C C • Concealed • Recessed Pendent • Pendent Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ■7 Product The Model GBR Automatic Sprinklers a MM Description The GBR Concealed, Recessed and Pendent sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the concealed and recessed glass bulb design, provides a sprinkler that is attractive and cost effective. The Central Model GBR Automatic Sprinklers incorporate the latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled 3 mm diameter frangible capsule that is only 2.0 cm in length. Technical re intended for installation in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. They are available in 7/ 16" and 1/2" orifice sizes, and a 1550F/68°C temperature rating. The Model GBR Sprinklers, escutcheons, and concealed plates are available in brass or chrome plated and white painted, with additional special painted finishes available. Operation: The glass bulb capsule operating mechanism contains a heat - sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. a a Residential Agglications The Model GBR Automatic Sprinklers are intended for Residential Applications in accordance with NFPA 13, NFPA 13D, and NFPA 13R. Model Thread Def- & Deflector K -Factor Temp. Approved Size lector Style (Orifice) Rating Escutcheon Finishest Approvals (NPT) Length Width GBR 4.3(1/,6") 155°F/68°C ModelGBR Brass* UL " `'/2" 2" 13/,6" Concealed (135°cover Chrome Plated* ULC 12.7 mm 5.08cm 3.02 cm plate) White Painted* GBR 4.3 (1/,6") 155°F/68°C Model Brass ULZ12.7 2'/16" 13/16' Pendent& GBRes./QR Chrome Plated:ULC5.24 cm 3.02 cm Recessed Recessed White Pendent GBR-2 4.3 ('/,6') 155°F/68°C Model Brass UL2Y,6" 13/,6" Pendent& GBRes./QR Chrome Plated ULC 12.7mm 5.24cm 3.02 cm Recessed Recessed White Pendent GB -R1 5.3(Yz") 155°F/6jGBRes./QR Model Brass UL 1/2" 2" 13/,6' Pendent& Recessed ChromePlated ULC 12.7mm 5.08cm 3.02 cm ecessed White Pendent �— -11 11-1 * Coverplate only, custom finishes available upon request. • Highest allowable ambient temperature for storage: 100 °F/38 °C for 155WI68 °C sprinklers • Highest allowable ambient temperature for storage ofcoverplates: 100°F/38°C. • Maximum workingpressure: 175p.s.i. • FactoryHydro Test: 100%@500p.s.i. ��16& 1/2n Orifice Automatic SI A prinklers No. 4-1 .0 Figure 1 Universal Wrench (Part #1122) GBR 7/16" Residential Concealed Pendent Ceiling Opening Min. GBR Cover Plate Ceiling Line (no substitutions) Figure 2 GBR & GBR-2 7/16" Residential Pendent Face of Reducing Coupling ----I 16" 1 3/4" Ref. 1 1/2" �1 3/16" Note: Central's Model 65 or 401 escutcheons may be used, but the maximum deflector distance of 4" still applies. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be 1/8"±1/16" tidQw Qgilina line. Figure3 GBR & GBR-2 7/16" Residential Recessed Pendent Face of Reducing Coupling —7— GB Res Recessed Escutcheon 3/4" Max. 3/8" Min. lV U1430 1 3/8" Max. V Min. -1 13/161- 2 7/8" Minimum Hole in Ceiling is 2", Maximum is 2 1/2" 2 1/16" 1 Note: Only the Model GB Res./QR Residential Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. N C Figure 4 GB -R1 -1/2" Residential Pendent Face of Reducing Support Cup Coupling GB Res./QR - -- - - - -- - Recessed L Escutcheon 3/4" Max. 3/8" Min. �Vd1N3O 2.. 1 3/8" Max. Min. I 1 13/16" , 2 7/8" Minimum Hole in Ceiling is 2", Maximum is 2 1/2" Note: Only the Model GB ResJOR Residential Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Figure 5 GB -R1 -1/2" Residential Recessed Pendent I I I Face of 1 Reducing Coupling IVHIN30 1 11/16" 2" Ref. 1 3/16" Note: central's Model 65 or 401 escutcheons may be used, but the maximum deflector distance of 4" still applies. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be 1/8" t1/16" below milina lin Installation All Central Model GBR Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place td avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the pendent position. Step 2. Use only a non -hardening pipe joint compound or Teflon* tape. Apply only to male threads. Sprinkler Desiqn Requirements f Maximum Maximum Minimum Design Flow (Pressure) Spacing Location Model Between Sprinklers From Any Wall One Sprinkler Two or More Sprinklers GBR 7/16" Concealed 12' (orless) 6' (or less) 13 GPM (9.1 psi) 10 GPM (5.4 psi) Pendent 14' 16' 7' 16 GPM (13.8 psi) 13.5 GPM (9.8 psi) 8' 21 GPM (23.8 psi) 15 GPM (12.2 psi) • o. GBA x/16" Pendent 14' (or less) 7' (or less) 14 GPM (10.6 psi) 11 GPM (6.5 psi) 16' 8' 16 GPM (13.8 psi) 12 GPM (7.8 psi) 18' 9' 19 GPM (19.5 psi) 14 GPM (10.6 psi) GBR 7/16" Recessed 14' (orless) 7' (or less) 14 GPM (10.6 psi) 11 GPM (6.5 psi) Pendent 16' 18' 8' 9' 16 GPM (13.8 psi) 12 GPM (7.8 psi) 19 GPM (19.5 psi) 16 GPM (13.8 psi) GBR-2 Pendent & 12' (orless) 14' 6' (orless) 13 GPM (9.1 psi) 10 GPM (5.4 psi) Recessed 16' 7' 8' 18 GPM (17.5 psi) 14 GPM (10.6 psi) Pendent 18' 9' 18 GPM (17.5 psi) 14 GPM (10.6 psi) 20' 20 GPM (21.6 psi) 16 GPM (13.8 psi) 10' 20 GPM (21.6 psi) 16 GPM (13.8 psi) GB -R1 1/2" Pendent & 12' (or less) 14' 6' (or less) 22 GPM (17.2 psi) 16 GPM (9.1 psi) Recessed 16' 7' (or less) 8' 24 GPM (20.5 psi) 17 GPM (10.3 psi) Pendent 30 GPM (32.0 psi) 21 GPM (15.7 psi) The maxi d mum e lector distance does not differ from the NFPA maximum of 4" below the ceiling. Teflon is a trademark of the DuPont Corp. L Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on pages two, three, four and five of the technical bulletin. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central Universal Wrench to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft. - lbs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. -lbs. may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. 71 Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/380C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any, other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. ©1994 Central Sprinkler Company Printed in U.S.A. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Maintenance of Water -Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have additional regula- tions and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to re -assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibit- ing corrosion or damage; always use new sprinklers of the same type and tempera- ture rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in.t(ie pipes. Remove the existing unit and install the replacement, using only the special CENTRAL Iffinnomm— Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. (Note: Protective plastic caps for pendent stye sprinklers are available upon request.) Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internation- ally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. GBR.3 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS BB -SC SERIES RHE Factory System Approved .Ui -. IN EVERY VALVE MILWAUKEE VALVE SC1C-8 SPECIFICATIONS FOR- SLOW CLOSE C; SLOW CLOSE BUTTERBALL VALVE ASSEMBLIES PATENTED 1. Provides slow opening and closing properties in a quarter -turn valve. The purpose is to eliminate hydraulic shock and water hammer in fire protection and other liquid systems. 2. Economically replaces cumbersome O.S. & Y. gate valves. 3. Compact, lightweight manual operator has scotch yoke design & visual position indicator. Close coupled for positive direct drive. VALVE MONITOR SUPERVISORY SWITCH PATENTED 1. Available from factory as a completed assembly 2. When mounted on any BB-SC100 Slow Close valve and wired up, the switch signals any movement of the valve disc from the full open position. 3. Valve position can be monitored at either one or two locations because it houses two prewired S.P.D.T. micro switches. 4. Switch Rating: 4. Available with or without an internal, pre -wired 10 Amps/115 VAC -60 Hz supervisory tamper switch. 0.5 Amps/28 VDC 5. UL/FM rated at 175 psi. Also available at 5. Wire leads are 24" long. Consult factory for 350 psi with N.Y.C. B.S.A. approval. special lengths. See, Pnep ,4, &. ,5 ,of this .spec sheet for installa- tion instructions. Approved0 V Listed For use with fire protection sprinkler systems 175 psi. Approved by the New York City Board of Stds. & Appeals under Calendar No. 996 -81 -SM, for both 175 and 350 psi. 6. For indoor use only. MODEL DESCRIPTION SIZES BB-SC100 Valve Less Switch UL/FM 175 psi -Threaded Ends NYC BSA 1 •, 1'/." 1'/2' BB-SCS02 Valve With Switch 2',21/2' Approved BBVSC100 Valve Less Switch UL/FM BBVSCS02 Valve With Switch 175 psi - Grooved Ends NYC BSA 21/2^ Approved BBHSC100 Valve Less Switch 350 NYC BSA 1 1 y<', 1'/z• ' BBHSCS02 Valve With Switch Psi - Threaded Ends Approved BVHSC100 Valve Less Switch p NYC BSA BVHSCS02 Valve With Switch 350 psi -Grooved Ends 2" 2yz. Approved Q I )utterbCA11 BUTTERFLY VALVES VALVES LESS SUPERVISORY TAMPER SWITCH 0 c BB-SC100 (Threaded Ends) Sizes 1 ", 11/411, 1'/z", 211, 2'/2" BBVSC100 (Grooved Ends) Sizes 2", 21/z" VALVES WITH BUILT-IN SUPERVISORY TAMPER SWITCH THREADED ENDS BB-SCS02 GROOVED ENDS BBVSCS02 MATERIAL LIST NO. PART MATERIAL SPECIFICATION 1 Indicator Sintered Iron F0008P 2 Housing Bronze ASTM 584 3 Body Bronze ASTM 584 4 Handle Brass 5 Disc Stain. Stl. Type 304 6 1 Disc Seal EPDM Elastomer 7 Switch Housingl Die Cast Aluminum M-40 ARE DIMENSIONS USING SCHEDULE 40 PIPE M-80 ARE DIMENSIONS USING SCHEDULE 80 PIPE N-40 IS FLOW RESISTANCE EXPRESSED IN EQUIVALENT LENGTH OF SCHEDULE 40 PIPE W IS THE WRENCH MAKE-UP LENGTH 3. INSTALLATION - USA A. The BBSC can be installed in any orientation in a piping system using standard National Pipe Threads. Wrench should be used to hex on the end of valve being threaded to pipe. Pipe sealants should be used sparingly. B. The valves with internal switches can be easily wired in the field. They will have two switches, switch -1 will have dual leads on the terminals. This switch is to be connected to the supervisory circuit of a Listed alarm control panel. Switch -2 will have single leads and may be connected to auxiliary equipment per direction of the local authority having jurisdiction. Cap any unused wire leads with wire nuts and tuck into junction box. All connections shall be reviewed and approved by the local authority having jurisdiction. C. A 14 gage green wire has been fastened to the interior of the housing and is to be used as a housing ground. Recommended type of wire to be used is No. 16 Dual Rated UL 300V 80 C and 300V 105 C. E. Installation must be in compliance with NFPA 72 and 13. F. The BB -SC, BBHSC (threaded -end) and BBVSC, BBHSC (grooved -end) valves are intended for use with schedule 40 and/or 80 pipe, sizes 1 ", 1'/4", 1'/2", 2" and 2'/2" per ANSI 836.10. c BB -SC WITHOUT A SUPERVISORY TAMPER SWITCH 4. 11 INSTALLATION - (For Underwriters Laboratories of Canada) A. Installation must provide upright orientation of valve. B. Electrical connections as follows: Bonding and grounding to be in compliance with the require- ments of the Canadian Electrical Code Part 1. C. Conduit: The insertion depth of the threaded conduit must not exceed 1/8" into the switch housing, and the threaded conduit must fit tightly onto the switch. INSTALLATION FOR NEW YORK CITY VALVES N.Y.C. special valves have a large flow indicator which points in the direction of the valve disc, indi- cating open or closed. The valve should be installed in a position where the indicator is readily visible. BB -SCS WITH SUPERVISORY TAMPER SWITCH C c WIRING DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS LISTED FIRE ALARM BLACK TO NEXT INDICATOR CONTROL PANEL OR SUPERVISORY CIRCUIT END OF LINE RESIS70R WHITE RED SWITCH 2: SINGLE LEADS AUXILIARY VOLTAGE ORANGE EQUIPMENT SOURCE BLUE ; YELLOW Green Lead provided is ground for switch housing Switch Rating: 10 AMP/115 VAC .5 AMP/28 VDC Cap unused leads with wire nuts and tuck inside junction box (not provided) NOTE: Valves incorporating supervisory tamper switches are for indoor use only Milwaukee Valve Company 2375 South Burrell Street Milwaukee, Wisconsin 53207-1592 Telephone 414/744-5240 FAX 414/744-5840 ® Printed on recycled paper with soy ink. 5. vvlv�,tIVIV DVh MILWAUKEE VALVE c "Automatic" Sprinkler Corporation of America ALARMS Potter Model VSR-S Waterflow Indicator ■ Model VSR-S — for Vertical or Horizontal Installation ■ For 1", 1'/4" and 1'/z" Pipe ■ 250 psi WWP (1723.5 kPa or 17.2 bars) ■ 2SPDT-15Aat125/25OVAC, 0.5Aat125VDC, O.25Aat250VDC ■ UL Listed General The Model VSR-S Waterflow Indicator is a vane -type waterflow switch designed for use on wet sprinkler systems. Its purpose is to provide an electrical alarm signal when a flow of water from the sprinkler system equals or exceeds that of a single sprinkler. The device may also be used in the system riser in place of an alarm valve or, on large systems, as a sectional waterflow detector. Installation The Model VSR-S Waterflow Indicator may be mounted in a horizontal or vertical pipe. On horizontal pipe, it should be installed on the top or side of the pipe where it would be easily accessible. Caution: Do not install on the bottom of a horizontal pipe because sludge or sediment may settle around the vane and possibly cause the switch to malfunction. This device has a 1" NPT threaded bushing for installa- tion in a corrosion resistant galvanized screwed tee fitting. Adapters will be needed for use with copper tube or plastic pipe. The Model VSR-S is shipped with three different size paddles (1", 1'/4" and 1'/2"). The factory installs a 1" size paddle. For use in a 1%" or 1'/z" pipe, remove the 1" paddle and install the correct size as required. Caution: Tighten both screws holding paddle securely. Failure to tighten the screws could result in the loss of paddle in pipe. Screw the waterflow indicator into the tee fitting to an approximate depth of 9/16". Care must be taken to properly orient the device for the direction of waterflow. (See Figure I). It can also be used in copper pipe installa- tions with the proper adapters so that a standard tee fitting may be installed on the run. The vane must not rub the inside of the tee or bind in any way. The stem should move freely when operated by hand. Caution: The proper paddle size must be used for appro- priate 1 ", 1'/4" or V/2" pipe. Operation / Testing When a flow of water occurs, the flexible vane in the pipe is deflected. This motion is transmitted to an alarm - actuating switch after a predetermined time delay. The retard mechanism is instantly recycled. A sequence of © 1985 "Automatic" Sprinkler Corp. of America 17 flows, each of a duration less than the preset retard period, does not have a cumulative effect. Operation of the waterflow indicator may be checked by opening the Inspectors Test Valve on the sprinkler system. Adjustment The Model VSR-S Waterflow Indicator has an adjustable pneumatic retard to prevent false alarms due to water surg- es. The retard is adjustable from 0 to approximately 90 seconds. A small coil spring holds the vane in its normal position against the direction of waterflow. The spring can be adjusted to provide maximum retard, if necessary, but it must not be overtightened. Too much tension will decrease the sensitivity of the device. Electrical Characteristics The Model VSR-S Waterflow Indicator has 2 sets of single pole, double throw (2 SPDT) Form C contacts rated 15 A at 125/250 V AC, 0.5 A at 125 V DC, 0.25 A at 250 V DC. O C ALARMS L "Automatic" Sprinkler Corporation of America 18 To order specify: IJ—(qty) — (size) VSR-S Waterflow Indicators) — Stock Code No. 1421884, 3-7/16' 4-1/2' 11 1— —� Outside top of tee 1-3/4' HEX NUT �\ A 1' NPT E Inside bottom of tee Nominal Tee Size "A" Dimension 1" = 25.4 mm 1" 2-1/16" (Approx.) 1-1/4" 2-7/16" (Approx.) 1-1/2" 2-11/16" (Approx.) Paddle Depth Limitations n TO ADJUST RETARD: t. ADJUST COIL SPRING IF NECESSARY TO RESTORE RETARD e �/ FULLY TOO MUCH TENSION WILL e ®O REDUCE SENSITIVITY OF DEVICE THE UNIT IS SHIPPED WITH A �� 2. TO CHANGE TIME TURN KNOB 1" PADDLE INSTALLED IF IT \ % (EITHER DIRECTION) FOR DESIRED ISTO BE USED ON A 1 1/4" or _� MOUNT SO ARROW ON TIME DELAY. t t/2" PIPE, REMOVE THE I- \� FLOW BUSHING POINTS IN 0 MIN. TIME PADDLE AND INSTALL THE y� DIRECTION OF E MAX. TIME (90 SECONDS) CORRECT SIZE WATERFLOW. B NORMAL (APPROX. 30 CAUTION. SECONDS) TIGHTEN BOTH SCREWS HOLDING PADDLE. 1" NPT THREADED FIT. APPROX. RETARD SETTING (IN SEC.) FAILURE TO TIGHTEN SCREWS COULD RESULT TING ON ALL SIZES. 0 A B C D E IN LOSS OF PADDLE IN PIPE 0 t5 30 45 D 75E CAUTION THE PROPER PADDLE SIZE MUST BE USED FOR t". 1 1/4", OR 1 112" PIPE NOTE: 0IREIEAw,�\ ` USE GALVANIZED SCREWED TEE. 1yA � Figure 1 TYPICAL ELECTRICAL CONNECTIONS LOCAL SYSTEM REMOTE STATION OR LOCAL BELL CODED CENTRAL STATION, N.O. LOCAL END OF LINE TRANSFORMER OR BATTERY PROPRIETARY AND REMOTE RESISTOR TYPE POWER STATION TRANSMITTER OPEN CIRCUIT N~"-1 N.O. 6ELL (SUPERVISED LOOP) `' M.O. COM, OR FROM CONTROL PANEL CO"' RESISTOR MORN M.C. N.O. M.C. FROM CO.. COM. TO COM. FROM CONTROL PANEL %MTM %MTF CLOSED CIRCUIT- TYPICAL COM N.O. M.C. •N.C. "' SWITCH N.o�N. oo. jl FROM CONTROL PANEL ACTION �' ALARM.`N.C. FEED SW./ SW.2 RETURN NOTE The Model VSR-S has Iwo switches, one can be used to operate a central Station, proprietary or remote station transmitter, while the other contact IS used 10 operate a local bell or annunciator panel. WARNING THE SYSTEM SHOULD BE TESTED ON A MONTHLY BASIS TO INSURE PROPER OPERATION. THIS DEVICE IS NOT DESIGNED FOR USE ON "DRY PIPE" SYSTEMS. SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL WARNING AN UNINSULATED SECTION OF A SINGLE CONDUG TOR IS NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL AND SERVE AS TWO SEPARATE CONNECTIONS. THE WIRE MUST BE SEVERED TO SERVE AS TWO PARATE CONNECTIONS, THEREBY PROVIDINGSUPERVISION OF THE CON. NECTION IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER TERMINAL © 1985 "Automatic" Sprinkler Corp, of America CDouble Check Valve Assembly "XL' 1 Series 3/4-- through r - SERIES 40-100 DESCRIPTION The Conbraco Model XL Double Check Valve Backflow C,n reventer is designed to control cross connections between :otable water lines and substances that are objectionable but ot a health hazard. The Model XL is a compact, economical device that is easily repaired in the line. The device consists of two independent spring-loaded poppet check valves in a single bronze body. The unit is equipped with ball type test cocks and comes standard with ball type shut-off valves. All parts are made of corrosion resistant materials. The check valves and springs are interchangeable for ease of repair and are easily field tested. May be installed horizontally or vertically. FEATURES • Corrosion Resistant • Economical • Durable • Ease of Repair • Ease of Installation • Low Head Loss • Comes Stan- dard with "Apollo" Ball Valves ORDERING N° SUFFIX No 3/," —40-104 -01 less ball valves 1" —40-105 -02 with ball valves 11/2" —40-107 -04 with union end ball valves 2" —40-108 FLOW CURVES with BALL VALVES 10 8 6 4 2 PRESSURE LOSS 0 10 20 30 40 50 60 in RATE OF FLOW (GPM IN U.S. GALLONS) —► (PSI) 10 6 4 - - - 2 0 20 40 60 80 100 120 140 160 MATERIALS co * • Body—Bronze • Springs—Stainless Steel • Poppets—Glass Filled Celcon • Discs—Silicone Rubber • Maximum Working Pressure -175 p.s.i. • Temperature Range—(330 - 1400F) • Fasteners—Stainless Steel F A - - DIMENSIONS and WEIGHTS Body Size 1/4" 1" 11/2 2" A 12 123/4 18 185/, B (w/o Ball Valves) 7 7 101/4 101/4 C 61/4 61/4 9 9 D 3 5/, 35/,41/4 41/4 E 27/16 27/16 317/16 317/16 F 31/, 31/, 43/4 43/4 G 31/9 31/, 41/4 41/4 Test Cocks '/,X'/4NPT'/,X'/4NPT 1/4X1/4NPT 1/4Xl/4NPrT Net. Wgt. (w/o Ball Valves) 51/2 lbs. 6 lbs. 15 Ibs. 15 lbs. Net. Wgt. (with Ball Valves) 81/2 lbs. 91/2 lbs. 24 lbs. 27 Ibs. Shipping Wgt. (w/o Ball Valves) 61/2 lbs. 7 lbs. 161/2 lbs. 17 Ibs. Shipping W t. with Ball Valves 91/2 lbs. 101/21bs. 251/2 lbs. 29 Ibs. Ine 4u-1uu Series Double Check Assembly is approved under ASSE 1015, AWWA, IAPMO, CSA B64.5 and meets the re- quirements of the FCCCHR of USC manual, section 10, 8th edition. C c (r F BlazeMaster° GENERAL INFORMATION �� w�rH PR�oE FS -12-1091 GENERAL SAFETY BULLETIN ON SOLVENT CEMENTS AND PRIMERS FOR PLASTIC PIPE Over a period of 20 years, millions of solvent cemented joints have been made with only rare cases of mishap. However, since flammable and toxic solvents are a part of these products, appropriate safety precautions should be taken. Virtually all solvent cements and primers for plastic pipe are flammable and should not be used or stored near heat, spark or open flames. Cement should be stored in closed containers at temperatures between 40°F and 110°F. They should be used only with adequate ventilation. In confined or partially enclosed areas, a ventilating device should be used to remove vapors and minimize their inhalation. Respirators especially designed to minimize the inhalation of organic vapors can also be used. They are commercially available. Containers should be kept tightly closed when not in use and covered as much as possible when in use. Use of an applicator can with applicator attached to a lid is especially recommended. Avoid frequent contact with skin and eyes. May be absorbed through the skin. May cause eye injury. In case of contact, flush with plenty of water for 15 minutes. If irritation persists, get medical attention. If swallowed, call a physician immediately and follow precautionary statement given on side panel of cement container. Keep out of the reach of children. USE CAUTION At construction sites where plastic pipe is being installed or has recently been solvent WITH WELDING welded, special caution should be taken when using welding torches or other equipment TORCHES where sparks might be involved. Flammable vapors from cemented joints sometimes linger within or around a piping system for some time. Special care must be taken when using a welding torch in these applications: • Well casing installations • Installing pumps in irrigation water lines • Installation of plastic pipe systems in industrial plants In all cases, lines should be purged to remove solvent vapors before welding. ® USE CAUTION Do not use a dry granular calcium hypochlorite as a disinfecting material for water WITH CALCIUM Purification in potable water piping systems. The introductions of granules or pellets of calcium hypochlorite with PVC solvent cements and primers (including their vapors) may HYPOCHLORITE result in a violent chemical reactions if a water solution is not used. It is advisable to purify lines by pumping chlorinated water into the piping system - this solution will be non-volatile. Furthermore, dry granular calcium hypochlorite should not be stored or used near solvent cements and primers. Actually, solvent cementing is no more dangerous than putting gasoline in your automobile. People have learned they must be careful with gasoline. Although solvent cements are not as flammable as gasoline - users must also learn to be careful. Again, accidents and injuries have seldom occurred in the use of our products. Help maintain and improve this excellent record by following the above recommendations. FOR ADDITIONAL INFORMATION, PLEASE CONTACT IPS (WELD -ON) CORPORATION, 17109 S. MAIN, P.O. BOX 379, GARDENA, CALIFORNIA 90247-7836, (213) 321-6515 BASIC PRINCIPLES OF SOLVENT CEMENTING PLASTIC PIPE & FITTINGS The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation. It can mean the success or failure of the system as a whole. According, it requires the same professional care and attention that are given to other components of the system. There are many solvent cementing techniques published covering step by step procedures on just how to make solvent cemented joints. However, we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in sizes and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flammable, so there should be no smoking nor other sources of heat or flame in working or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is available from a Spears Distribution Center or IPS (Weld -On) Corporation. TO CONSISTENTLY 1. The joining surfaces must be softened and made semi -fluid. MAKE GOOD 2. Sufficient cement must be applied to fill the gap between pipe and fitting. JOINTS, THE FOLLOWING 3. Assembly of pipe and fittings must be made while the surfaces are still wet SHOULD BE and fluid. CLEARLY 4. Joint strength develops as the cement dries. In the tight part of the joint the UNDERSTOOD surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. THESE AREAS MUST BE SOFTENED AND PENETRATED CEMENT COATINGS OF SUFFICIENT THICKNESS F RA'KAiiiiii .............. „yam Penetration and softening can be achieved by the cement itself, by a suitable primer, or by the use of both primer and cement. For certain materials and in certain situations, it is desirable to use a primer. A suitable primer will usually penetrate and soften the surfaces more quickly than the cement alone. Additionally, the use of a primer can provide a safety factor for the installer, for he can know, under various temperature conditions, when he has achieved sufficient softening. For example, in cold weather more time and additional applications are required. More than sufficient cement to fill the loose part of the joint must be applied. Besides filling the gap, adequate cement layers will penetrate the surfaces and also remain wet until the joint in assembled. Prove this for yourself. Apply on the top surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then along side it a thin brushed out layer. Test the layers every 15 seconds or so by a gentle tap with your finger. You will note that the thin layer becomes tacky and then dries quickly (probably within 15 seconds). The heavy layer will remain wet much longer. Now check for penetration a few minutes after applying these layers. Scrape them with a knife. The thin layer will have achieved little or no penetration. The heavy one much more penetration. SURFACES MUST BE ASSEMBLED WHILE THEY ARE WET AND SOFT If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will tend to flow together and become one layer. Also, if the cement is wet the surfaces beneath them will still be soft, and these softened surfaces in the tight part of the joint will tend to fuse together. SURFACES Bonded Surfaces Fused Surfaces As the solvent dissipates, the cement layer and the softened surfaces will harden with a corresponding increase in joint strength. A good joint will take the required working pressure long before the joint is fully dry and final strength is obtained. In the tight (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the development of bond strength of solvent cemented joints is available. SOLVENT CEMENTING BlazeMaster IN HOT OR COLD WEATHER ® HOT WEATHER There are many occasions when solvent cementing BlazeMaster pipe and fittings in 95°F temperatures and over cannot be avoided. If a few special precautions are taken, problems can be avoided. BlazeMaster solvent cements contain high-strength solvents which evaporate faster at elevated temperatures. This is especially true when there is a hot wind blowing. If the pipe has been in direct sunlight for any length of time, surface temperatures may be 20°F to 30°F above air temperature. Solvents attack these hot surfaces faster and deeper, especially inside a joint. Thus, it is very important to avoid puddling inside sockets, and to wipe off excess cement outside. Tips to Follow 1. Store solvent cements and primers in a cool or shaded area prior to use. when Solvent 2. If possible, store the fittings and pipe, or at least the ends to be solvent Cementing welded, in a shady area before cementing. in High Temperatures 3. Cool surfaces to be joined by wiping with a damp rag. Be sure that surfaces are dry prior to applying solvent cement. 4. Try to do the solvent cementing in cooler morning hours. 5. Make sure that both surfaces to be joined are still wet with cement when putting them together. By following Spears BlazeMaster Installation Instructions, and using a little extra care, as outlined above, successful solvent cemented joints can be made in even the most extreme hot weather conditions. i COLD WEATHER BlazeMaster Solvent Cement products have excellent cold weather stability and are formulated to have well balanced drying characteristics even in sub -freezing temperatures. Good solvent cemented joints can be made in very cold conditions provided proper care and a little common sense are used. In cold weather, solvents penetrate and soften BlazeMaster surfaces more slowly than in warm weather. The plastic is also more resistant to solvent attack, therefore, it becomes more important to pre -soften surfaces. Because of slower evaporation, a longer cure time is necessary. Tips to Follow 1. Prefabricate as much of the system as possible in a heated work area. when Solvent 2. Store cements and primers in a warmer area when not in use and make sure Cementing they remain fluid. in Cold Temperatures 3. Take special care to remove moisture, including ice and snow. 4. Use special care in applying primer; more then one application may be necessary. 5. Allow a longer cure period before the system is used. C1 STORAGE AND HANDLING THERMOPLASTIC PIPING PRODUCTS O ® GENERAL Thermoplastic piping products have long established their value as a superior material resistant to attack from corrosives, chemicals, and electrolytic action. In many applications, service life is unlimited due to the characteristics of the material, in comparison to metal piping products. It is important to understand that thermoplastic piping products do have a much lower impact strength when compared to metal piping products. improper or careless handling is often the cause of damage to plastic piping products. Unfortunately, previously unnoticed or undetected damage is often discovered only after the system has been installed and put into service. The following information provides the basic guidelines for the proper handling and storage of thermoplastic piping products. Losses due to damage and expensive replacements of thermoplastic piping components can be avoided through correct handling and storage practices. STORAGE Thermoplastic pipe and fittings offer excellent resistance to weathering and may therefore be stored outside. Pipe and fittings stored outside must be covered with a light tarpaulin to prevent excessive temperature build-up and possible warpage or color fading. When stored inside, they should be stored in a well ventilated area, away from steam lines or other types of heat sources. Pipe should be stored on a clean, flat surface that provides an even support surface for the entire length of the pipe. Palletized pipe should be stacked no more than three pallets high, with the wooden pallet bracings in full contact with each other. Loose pipe should not be stacked to exceed a height of over three feet; bundled pipe may be stacked twice that. When storing pipe on racks, the racks should have continuous or close support arms to prevent the pipe from sagging. Thermoplastic pipe fittings should be stored in their original cartons, on pallets. Pallets should be wrapped with thin plastic sheeting t prevent moisture from penetrating the cartons, causing them to collapse. HANDLING Extra care is required when handling thermoplastic pipe and fittings, a they have a much lower impact strength and resistance to abuse than steel. Pipe fittings, whether cartoned or loose, should not be tossed or thrown to the ground; pipe should not be dropped or dragged on the ground - i.e., when being unloaded from a truck. Impact cracks, splits or scratches can weaken or damage the pipe and fitting. Heavy or sharp objects should not be thrown onto or against thermoplastic pipe and fittings. Pipe fittings should never be mixed in storage bins with metal piping products. When handling thermoplastic pipe with a fork lift, only one pallet at a time should be carried. When using a hydraulic boom and cable for unloading, chain slings should not be used. Instead, wide canvas or fiberglass slings should be used, with adequate placements on the pallet load to prevent sagging. Very cold weather will make thermoplastic pipe and fittings more susceptible to damage caused by impact. Extra care should be taken during handling to prevent damage. C INSPECTION Pipe and fittings should always be inspected for damage before actual installation. Pipe BEFORE USE or pipe fittings with cuts, gouges, scratches, splits, or other signs of damage from improper handling or storage should not be used. Damaged sections on lengths of pipe ^ can easily be cut out, using proper techniques for cutting thermoplastic pipe. PLASTIC PIPING TOOLS TOOLS USED The use of tools that have been specificallly designed for use with thermoplastic pipe WITH PLASTIC and fittings is strongly recommended to obtain optimum results when installing PIPING thermoplastic piping systems. A variety of tools that are designed for cutting, beveling, and assembling plastic pipe and fittings are readily available through local wholesale supply houses dealing in plastic pipe and fittings. WARNING Improper use of tools normally used with metal piping systems, i.e., hacksaws, water pump pliers, pipe wrenches, etc., can cause damage to plastic pipe and fittings. Visible and non-visible fractures, scoring or gouging of material, and overtightening of plastic threaded connections are some of the major problems associated with the use of incorrect tools and/or procedures. Hand Cutters Plastic pipe must have square -cut ends to allow for the proper interfacing of the pipe end and the fitting socket bottom. A wheel type pipe cutter, with special blades for plastic _ - pipe, provides easy and clean cutting action. A miter box saw may also be used to produce square -cut ends. The raised bead left on the outside of the pipe after cutting must then be removed. Power Saws Power saws especially for use with plastic pipe are available. These are particularly useful in pre -fabrication operations where a large quantity of pipe is being cut. Blades designed for thermoplastic pipe MUST be used. Follow manufacturer's instructions + T regarding speed, set, and proper use of tool. Pipe Bevelers Pipe ends must be chamfered (or beveled) to allow easy insertion of the pipe into the fitting and to help prevent scraping the solvent cement from the inside of the fitting socket. A recommended bevel of 1/16" to 3/32" at a 100 to 150 angle can be quickly achieved using a plastic pipe beveler. Deburring Tools A smooth, beveled pipe end helps spread the solvent easily as the pipe is joined to the fitting. All burrs should be removed from the inside, as well as the outside, of the pipe ends. Special plastic pipe deburring tools deburr pipe ends quickly and efficiently. c Strap Wrenches Strap wrenches with special woven nylon straps are extra strong and are treated for slip resistance. These strap wrenches, designed for use with plastic pipe, provide gripping power for turning, without scratching or deforming the pipe. Chain Vises Chain vises are made with jaws for holding plastic pipe. Jaws engineered for use with plastic pipe provide holding power, without damage to the pipe. Hand Cutters for Blade cutters made for use with large diameter plastic pipe are easy to adjust and Large Diameter operate for square, burrless cuts. Blades with carbide edges will provide longer Pipe life. With one style of blade cutter, pipe ends may also be beveled for solvent joints while being cut, by using an optional bevel tool in place of one cutter blade. Spears Manufacturing Company, Inc. does not manufacture the products shown above. This Information has been compiled solely as an aid and general guide for the users of plastic piping products. No warranty, expressed or implied, or endorsement of any kind is made by Spears Manufacturing Company, Inc. for the products shown, or their manufacture. The procedures and information contained herein are based on the best available Information and believed to be reliable. It is the users responsibility to determine the suitability of these products for each application, and to contact the product manufacturer for recommendations and instructions for use. For detailed installation information, please refer to BlazeMaster Installation Instructions, (FS -15). PACIFIC SOUTHWEST 12740 Arroyo Street Sylmar (Los Angeles), CA 91342 (818) 364.1611 FAX: (818) 367-3014 NORTHEAST 543 Industrial Place Fairview Industrial Park Lewisberry (Harrisburg), PA 17339 (717) 938-8844 (800) 821-1057 Inside PA (800) 233-0275 Outside PA FAX: (717) 938-6547 SPEARS® MANUFACTURING COMPANY CORPORATE OFFICE 15853 Olden Street, Sylmar, CA 91342, P.O. Box 9203, Sylmar, CA 91392 Telephone: (818) 364-1611 NORTHWEST 3902'8' Street Northwest Auburn (Seattle), WA 98002 (206) 939-4433 (800) 347-7327 FAX: (206) 939-7557 SOUTHEAST 5044 South Royal Atlanta Drive, Suite A Tucker (Atlanta), GA 30084 (404) 270-0550 (800) 662-6326 FAX: (404) 496-0314 Spears Manufacturing Company ROCKY MOUNTAIN 4800 Nome Street Denver, CO 80239 (303) 371-9430 (800) 525-1119 Outside CO FAX: (303) 375-9546 FLORIDA 3445 Bartlett Boulevard Orlando, FL 32811 (407) 843-1960, (800) 432-4762 Inside FL (800) 327-6390 Outside FL FAX: (407) 425-3563 Printed in U.S.A. 10/91 SOUTH CENTRAL 1838 Forms Drive Carrollton (Dallas), TX 75007 (214) 245-0387 (800) 441-1437 FAX: (214) 245-4205 MIDWEST 1345 West Hamilton Parkway Itasca (Chicago), IL 60143 (708) 773-0075 (800) 662-6330 FAX: (708) 773-0435 'Ot 1N AME.PI � C.J WITH VN1ot UTAH 1415 South 700 West 83 Salt take City, UT 84104 (801) 972-0659 FAX: (801) 972-0688 INTERNATIONAL SALES 12740 Arroyo Street Sylmar (Los Angeles), CA 91342 (818) 364-1611 TELEX: 6972762 FAX: (818) 898-3774 FS -12-1091 o Ball Valves Standard Port 150 PSI Saturated Steam 400 W.O.G. 0 L Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi with water, oil or gas, non - shock, well in excess of normal operating requirements in fire protection service. The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes which may occur in alternate processes. A large port size ensures good flow characteristics. Teflon` seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip. (Mfg. Source: Non - Domestic) Teflon is a trademark of the DuPont Corp. Ball Valves Dimensions (inches) Nom. Size ! A B C Bore Size (D) '/4" 1.65 1.50 3.31 0.320 '/2" 1.90 1.60 3.31 0.396 3/4 2.20 1.70 3.31 0.591 1 " 2.64 2.01 4.65 0.787 1'/4" 3.00 2.17 4.65 1.050 1'h" 3.35 2.60 5.28 ! 1.260 2" 3.822.80 5.28 1.500 No. 27.4.0 0 C Bill of Materials No. Description Material Specification 1 Nut Brass ASTM B -16-C36000 2 Handle Steel ASTM A -283-D 3 Stem Gland Screw Brass ASTM B -16-C36000 4 Stem Packing Teflon' PTFE 5 Thrust Packing Teflon` PTFE 6 Stem Brass ASTM B -16-C36000 7 Body Forged Brass ASTM B -124-C37700 8 Ball Disc Packing Teflon' PTFE 9 Ball Disc Brass ASTM B -16-C36000 10 End PlugFor ed Brass ASTM B -124-C37700 i efion is a trademark of the DuPont Corp. c © 1992 Central Sprinkler Company Printed in U.S.A. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 0 Bulletin F19.1 Central Spr?nkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NEPA 13 requires a representative number of each type of sprinkler C"Pd used in a sprinkler system to be red in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either '12" or %" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or4welve (12) head capacity. Technical Data Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Rod 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 7'L-" long x 2%" deep 6 head - 5" high x 14" long x 3'/�" deep 12 head - 5" high x 14%" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. 12 head - 4 lbs. No. 28-6.0 Installati®n `Gentral's Sprinkler Head Cabinet is designed with two'/," diameter holes for wall mounting or direct attachment to the system riser with a :trap -type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers I Spare Sprinklers In System Hequired under 300 6 300 1000 I ;> over 1000 24 The Cabinets are designed to accept both and ;:, N.P.T. threaded sprinklers. For %," N.P.T. Cklers, leave the removable clllkout in the hole. For %" N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of thr� knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept Lr 3/" N.P.T. sprirkler. C n1994 Centra! Sprinkler Prn11t-ii if, U.S A The Cabinet, wrench, and stock of spare sprinklers should be inspected ,-It least quarterly 1 -ho follnwinct items should be checked. 1 . l he Cabinet should be readily accessible, Ind not exposed to a corrosive atmosphere or IeinperMures in excess of 100"F/:1R­C 2. The stock al spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in cloud condition. I. n :,prinkli.,l wn;m;h of the apprnprk,ile type must be included in the Cabinet. EEN__1 RAL I PAMP� Ce"11"aP S r•ink!er Company P,! Neil,.. ...u.. ,i W, I ril; :I,l ' PA i .. r i .r ": �m , i When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. 1 I;i (;,11) sprinkler systems devices Manufactured by: Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central's Identification Signs are designed to provide information to the end user about the sprinkler system and it's components. They are available with a variety of wording combinations to meet the signing re- quirements of NFPA 13. The five basic types of signs are as ollows: Type A - Control Valve Sign Type B - Multi-purpose Text Signs Type C - Cold Weather Sign Type D - Fire Alarm Sign Type E - Hydraulic Calculation Sign The Signs have white lettering on a red background and are constructed of 18 gauge steel or aluminum with a porcelain enamel or printed mylar facing respectively. The signs have corner holes or slots for easy attach- ment in the field. Sign Type B is available with the following text options: Air control Air line Alarm test Alarm line Anti -freeze system Auxiliary drain Control Valve Drain Drain valve Entire system From city main In this building In this section Inspectors test Main Control Main Drain Open sprinkler control Open Sprinkler drain Test valve Water motor line Technical Data Model: Sign Style: Flat, rectangular Standard Finish: porcelain or mylar Size: Type A - 9" x 7 3/4" Type B -6"x2" Type C- 7 3/4" x 1 1/4' Type D - 8 7/8" x 6 7/8" Type E - 5 7/8" x 4 3/8" Weight: Type A - 4.5 oz. Type B - 0.5 0z. Type C - 2 oz. Type D 4 oz. Type E - 1.5 oz. rAInstallation The Identification Signs are pro- vided with 3/16" diameter holes (or slots) in the corners for easy attach- ment using standard hardware chain, wire, plastic lock ties, or light gauge metal strap. No. 28-9.0 Sign - Type A LO] The blank spaces on this sign may ce ut i zed to provide message IIexibiliry Simply add combinations of sign Type B and Type C as desired. Sign - Type D c Sign - Type E L X88 Cenira Spr,nKler Corporation ­ec - USA Sign - Type B r1c f AUXILIARY DRAIN rt t , a � V h• � Sign - Type C Front side I4. YAIYE � � MUST RE OPENED IN CASE OF i1RE YAEYE SHOT ALSO OURINO SUMMER MONTHS. $AOT Reverse side R AND MUST BL NEPA � MDNiNS. WN[N VAIV[OPEN OStO ANO PpP[S ORGNN[D CENTRAL MMMMM_ Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, PA 19446 Phone(215)362-0700 Ordering Information When placing an order, indicate the full product name. Please specify the quantity, model, style, type, and size Hardware for hanging is not sup- plied with the Sign. It must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Corporation, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Corporation will repair and/or replace any products found to be detective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. y ROUND HOLES PRODUCT HOLE DIAMETER 2' T 4# 5' 6' 7„ 8' 91, 10' 11-7/8'LPI-26 1'-5' 2'-3' 3'-1' 3'-11' 4'-9' 5'-7' 6'-8' N/A N/A 11-7/8'LPI-30 1'-1' 1'-1' V-11' 2'-8' 3'-6' 4'-3' 5'-0' N/A N/A 11-7/8'LPI-36 1'-0' l'-11' 2'-11' 3'-10' 4'-10' 5'-9' 7'-3' N/A N/A 14'LPI-30 2'-2' 2'-10' 3'-5' 4'-0' 4'-8' 5'-3' 5'-10' 6'-6' 7'-1' 14'LPI-36 3'-10' 4'-4' 4'-9' 1 5'-2' 5'-8' 1 6'-1' 6'-6' 6'-11' 7'-5' SQUARE & RECTANGULAR HOLES PRODUCT LONGEST HOLE DIMENSION 2' 3' 4° 5' 6" 7' 8' 9" 10' 11-7/8'LPI-26 4'-1' 4'-8' 5'-3' 5'-10' 6'-5' 8'-2' 9'-8' N/A N/A 11-7/8'LPI-30 4'-8' 5'-3' 5'-11' 6'-9' 8'-0' 9'-3' 10'-6' N/A N/A 11-7/8'LPI-36 6'-2' 7'-0' 7'-11' 8'-9' 9'-8' 10'-6' 12'-1' N/A N/A 14'LPI-30 2'-1' 3'-0' 3'-8' 4'-10' 5'-8' 6'-7' 7'-6' 9'-0' 11'-2' 14'LPI-36 3'-11' 4'-8' 5'-2' 6'-2' 6'-11' 7'-8' 9'-3' 11'-0' 12'-9' DISTANCE DISTANCE lJ ❑ MIN. 2X LENGTH OF LARGER HOLE NOTES: F9 1, A 1/2' HOLE CAN BE CUT ANYWHERE IN THE WEB, 2. SQUARE AND RECTANGULAR HOLES MUST BE CENTERED AT MID -HEIGHT OF WEB. 3. ROUND HOLES D❑ NOT NEED TO BE AT MID -HEIGHT, BUT MUST NOT BE CLOSER THAN 1/2' FROM JOIST FLANGE. 4, CUT HOLES CAREFULLY, DO NOT ❑VERCUT. DO NOT CUT FLANGES. 5, THE LENGTH OF UNCUT WEB BETWEENHOLES MUST BE AT LEAST TWICE THE LENGTH OF THE LONGEST ADJACENT HOLE DIMENSION. 6. REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL HOLE CHART AND IMPORTANT NOTES. C i Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H 's D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT 450, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUIKPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.62 gpm AT A PRESSURE OF 52.61 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #50, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE SPRINKLER SYSTEM FLOW IS 45.62 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE 001n• [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpm AVAILABLE PRESSURE 97.57 psi AT 310.62 gpm OPERATING PRESSURE 87.79 psi AT 310.62 gpm PRESSURE REMAINING 9.78 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A CXa BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 W REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 51.00 23.12 18.33 19 5.40 51.25 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.62 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE 001n• [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpm AVAILABLE PRESSURE 97.57 psi AT 310.62 gpm OPERATING PRESSURE 87.79 psi AT 310.62 gpm PRESSURE REMAINING 9.78 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A CXa BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. ` Fire Protection Specialists LOT #50, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (qpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 60.62 135.00 0 0.00 100 111 8.550 0.000 0.000 87.79 81.78 6.01 209 210 60.62 835.00 3 64.21 100 111 12.640 0.000 2.600 81.78 79.17 0.01 210 215 60.62 505.00 3 34.91 100 111 8.550 0.000 8.667 79.17 70.48 0.03 215 150 60.62 20.00 3 1.66 100 17 1.481 0.264 0.000 70.48 64.75 5.73 150 2 60.62 29.00 0 0.00 100 17 1.481 0.264 0.000 64.75 63.08 1.67 2 3 60.62 9.50 22 2.66 120 18 1.265 0.407 2.925 63.08 55.21 4.94 3 4 60.62 1.75 322 4.65 120 18 1.265 0.407 0.000 55.21 52.61 2.60 4 5 45.62 6.75 0 0.00 120 18 1.265 0.240 0.000 52.61 44.99 7.62 5 6 45.62 6.75 3 1.99 1.20 1.8 1.265 0.240 0.000 44.99 42..89 2.10 6 7 45.62 7.00 0 0.00 120 18 1.265 0.240 0.000 42.89 41.21 1.68 7 8 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 41.21 40.04 1.17 8 9 9 45.62 3.50 0 0.00 120 18 1.265 0.240 0.000 40.04 39.20 0.84 10 10 45.62 1.75 0 0.00 120 18 1.265 0.240 0.000 39.20 38.78 0.42 11 11 4.5.62 7.50 22 2.66 120 18 1.265 0.240 0.217 38.78 36.12 2.44 12 45.62 10.00 0 0.00 120 18 1.265 0.240 4.333 36.12 29.38 2.40 12 13 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 29.38 28.22 1.16 13 14 45.62 5.75 32 3.32 120 18 1.265 0.240 0.000 28.22 26.05 2.18 14 15 15 45.62 7.75 0 0.00 120 18 1.265 0.240 3.358 26.05 20.83 1.86 16 16 17 45.62 22.50 6.50 22 2.66 120 18 1.265 0.240 0.000 20.83 18.63 2.20 16 18 23.12 2.25 0.25 22 2.66 120 18 1.025 0.181 0.000 18.63 17.75 0.87 17 19 22.50 0.25 3 1.33 120 18 1.025 0.190 0.000 18.63 18.33 0.30 3 1.33 120 18 1.025 0.181 0.108 17.75 17.36 0.29 A MAX. VELOCITY OF 15.47 ft./sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH LOT 450. FOREST VIEW ESTATES, NORTH ANDOVER, MA 150.00 140.00 130.00 120.00 P 110.00 R 100.00 --- E 90.00 S 80.00 ._ .. ...... _,.. S 70.00 U 60.00 ........... R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 j fip�i��r: {'} 78. 00 �DS4 � 1540.00 gF�rrt I., i:�� ii:7� i1 =a'j i� 7 p,, �nli N Q171 .. 3.r �.,. �� .w a 1::'dt.e ��/ FLOW e Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #50, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 58.90 psi AT TETE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' i Frazier & Wells Mechanical Contractors, Inc. s Fire Protection Specialists LOT #50, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 kj REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi i9 5.40 51.25 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW T REFERENCE POINT N0. 1 IS 250.00 gpm [�(] THE INSIDE HOSE [ ) RACK SPKLR'S. [ ) YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 85.68 psi AT 296.00 gpm PRESSURE REMAINING 11.98 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE s Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #50, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 46.00 135.00 0 0.00 100 ill 8.550 0.000 0.000 85.68 79.68 6.00 209 210 46.00 835.00 3 64.21 100 111 12.640 0.000 2.600 79.68 77.07 0.00 210 215 46.00 505.00 3 34.91 100 111 8.550 0.000 8.667 77.07 68.39 0.02 215 150 46.00 20.00 3 1.66 100 17 1.481 0.159 0.000 68.39 64.95 3.44 150 2 46.00 29.00 0 0.00 100 17 1.481 0.159 0.000 64.95 66.35 -1.40 2 3 46.00 9.50 22 2.66 120 18 1.265 0.244 2.925 66.35 60.46 2.97 3 4 46.00 1.75 322 4.65 120 18 1.265 0.244 0.000 60.46 58.90 1.56 4 5 31.00 6.75 0 0.00 120 18 1.265 0.117 0.000 58.90 52.11 6.79 5 6 31.00 6.75 3 1.99 120 1.8 1.265 0.1.17 0.000 52.11 51.08 1.03 6 7 31.00 7.00 0 0.00 120 18 1.265 0.117 0.000 51.08 50.26 0.82 7 8 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 50.26 49.69 0.57 8 9 31.00 3.50 0 0.00 120 18 1.265 0.117 0.000 49.69 49.28 0.41 9 10 31.00 1.75 0 0.00 120 18 1.265 0.117 0.000 49.28 49.08 0.21 10 11 31.00 7.50 22 2.66 120 18 1.265 0.117 0.217 49.08 47.67 1.19 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 4.333 47.67 42.16 1.17 12 13 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 42.16 41.59 0.57 13 14 31.00 5.75 32 3.32 120 18 1.265 0.117 0.000 41.59 40.53 1.07 14 15 31.00 7.75 0 0.00 120 18 1.265 0.117 3.358 40.53 36.26 0.91 1.5 1.6 31.00 6.50 22 2.66 1.20 1.8 1..265 0.117 0.000 36.26 35.18 1.08 16 17 31.00 2.25 22 2.66 120 18 1.025 0.327 0.000 35.18 33.58 1.61 16 18 0.00 0.25 3 1.33 120 18 1.025 0.000 0.000 35.18 35.18 0.00 17 19 31.00 0.25 3 1.33 120 18 1.025 0.327 0.108 33.58 32.95 0.52 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. TUH.16.200CI 5:27PN PULTE HONE COPPORATIOH OF HE 1f m N(D . 599 P.8/16 .r TF - 160 CF=153.0 �\cn �\BF= 151.8 21' TFs156.5 —t_ LOT 50�� _ 40' NO CHIT BUFFER'` 12,283 SF — I—— ~'------ -------- - --- 0 ����►..1.1--1� b .tom '� �- -- _� a= � PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANCES TO THIS PLOT PIAN- IN ORCER TO ACHIEVE PROPOER SITE DRAINAGE MEET SETOACK REQUIREMENTS, AVOID LEDGE OR , CONAL E�yG ACCOMMODATE THE CCNST12UC1ION OF THE HOME IN THE MOST OPTIMUM WAY- THESE F1EI-D ADJUSTMENTS MAY SE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. • PROPOSED SITE PIAN LOT 50 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CON9ULiANT5 PREPARED FOR PULTE MOMS CORP. OF NEW ENGLAND 62 MONTVALE AVE, SUITE I 157 TURNPIKE ROAD -SUITE 200 STO�{ M, 6-MA* 02180 (617 A36121 SOUTHBOROUGGH, MASSACHUSETTS 01772 SCALE: 1"zW DATE: 6/14/00 I Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box. 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #49, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.62 gpm AT A PRESSURE OF 58.21 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' ` Frazier• & Wells Mechanical Contractors, Inc. ` Fire Protection Specialists LOT #49, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: ( ] TEST AREA 1 ( ] TEST AREA 2 [ ] TEST AREA 3 J � REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 49.00 23.12 18.33 19 5.40 49.25 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.62 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 qpm [X] THE INSIDE HOSE Qbm [ ] RACY. SPK.LR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpm AVAILABLE PRESSURE 97.57 psi AT 310.62 gpm OPERATING PRESSURE 82.36 psi AT 310.62 gpm PRESSURE REMAINING 15.20 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE I Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #49, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 60.62 135.00 0 0.00 100 111 8.550 0.000 0.000 82.36 76.35 6.01 209 210 60.62 835.00 3 64.21 100 111 12.640 0.000 2.600 76.35 73.75 0.01 210 214 60.62 395.00 3 34.91 100 111 8.550 0.000 7.800 73.75 65.92 0.02 214 149 60.62 20.00 3 1.66 100 17 1.481 0.264 0.000 65.92 60.20 5.73 149 4 60.62 29.00 2 1.18 100 17 1.481 0.264 0.000 60.20 58.21 1.98 4 5 45.62 13.25 322 4.65 120 18 1.265 0.240 2.925 58.21 44.99 10.30 5 6 45.62 6.75 3 1.99 120 18 1..265 0.240 0.000 44.99 42.89 2.10 6 7 45.62 7.00 0 0.00 120 18 1.265 0.240 0.000 42.89 41.21 1.68 7 8 45.62 3.50 2 1.33 120 18 1..265 0.240 0.000 41.21 40.05 1.16 8 9 45.62 3.50 0 0.00 120 18 1.265 0.240 0.000 40.05 39.20 0.85 9 10 45.62 1.75 0 0.00 120 18 1.265 0.240 0.000 39.20 38.78 0.42 10 11 45.62 7.50 22 2.66 120 18 1.265 0.240 0.217 38.78 36.12 2.44 11 12 45.62 10.00 0 0.00 120 18 1.265 0.240 4.333 36.12 29.39 2.40 12 13 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 29.39 28.23 1.16 13 14 45.62 5.75 32 3.32 120 18 1.265 0.240 0.000 28.23 26.05 2.18 14 15 45.62 7.75 0 0.00 120 18 1.265 0.240 3.358 26.05 20.83 1.86 15 16 45.62 6.50 22 2.66 120 18 1.265 0.240 0.000 20.83 18.63 2.20 16 17 22.50 2.25 22 2.66 120 18 1.025 0.181 0.000 18.63 17.75 0.88 16 18 23.12 0.25 3 1.33 120 18 1.025 0.190 0.000 18.63 18.33 0.30 17 19 22.50 0.25 3 1.33 120 18 1.025 0.181 0.108 17.75 17.36 0.29 A MAX. VELOCITY OF 11.64 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 16 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. �Zcl �Ivvin kd .2.w Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #49, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 63.14 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM -------------------------------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' " Frazier & Wells Mechanical Contractors, Inc. FirG Protection Specialists LOT #49, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 ( ] TEST AREA 3 [f` REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 49.25 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm 'SHE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [`] THE INSIDE HOSE RACK SPKLR'S. ( ] YARD HYDT. FLOW IS 15.00 qpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 81.78 psi AT 296.00 gpm PRESSURE REMAINING 15.88 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [Xv BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #49, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 46.00 135.00 0 0.00 100 111 8.550 0.000 0.000 81.78 75.78 6.00 209 210 46.00 835.00 3 64.21 100 111 12.640 0.000 2.600 75.78 73.17 0.00 210 214 46.00 395.00 3 34.91 100 111 8.550 0.000 7.800 73.17 65.36 0.01 214 149 46.00 20.00 3 1.66 100 17 1.481 0.159 0.000 65.36 61.92 3.44 149 4 46.00 29.00 2 1.18 100 17 1.481 0.159 0.000 61.92 63.14 -1.21 4 5 31.00 13.25 322 4.65 120 18 1.265 0.117 2.925 63.14 52.11 8.10 5 6 31.00 6.75 3 1.99 120 18 1.265 0.117 0.000 52.11 51.08 1.03 6 7 31.00 7.00 0 0.00 120 18 1.265 0.117 0.000 51.08 50.26 0.82 7 8 31.00 3.50 2 1.33 120 18 1.265 0.11.7 0.000 50.26 49.69 0.57 8 9 31.00 3.50 0 0.00 120 18 1.265 0.117 0.000 49.69 49.28 0.41 9 10 31.00 1.75 0 0.00 120 18 1.265 0.117 0.000 49.28 49.08 0.21 10 11 31.00 7.50 22 2.66 120 18 1.265 0.117 0.217 49.08 47.67 1.19 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 4.333 47.67 42.16 1.17 12 13 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 42.16 41.59 0.57 13 14 31.00 5.75 32 3.32 120 18 1.265 0.117 0.000 41.59 40.53 1.07 14 15 31.00 7.75 0 0.00 120 18 1.265 0.117 3.358 40.53 36.26 0.9i 15 16 31.00 6.50 22 2.66 120 18 1.265 0.117 0.000 36.26 35.18 1.08 16 17 31.00 2.25 22 2.66 120 18 1.025 0.327 0.000 35.18 33.58 1.61 16 18 0.00 0.25 3 1..33 120 1.8 1.025 0.000 0.000 35.18 35.18 0.00 17 19 31.00 0.25 3 1.33 120 18 1.025 0.327 0.108 33.58 32.95 0.52 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JLI(A. 16. 2000 527P['] PULTE HOME CORPORATION OF IAE 110.599 P.7i16 n 00 �. 17' / / TF.1 60.0 �' r O 5,2 �17� i i 56 9- r 'Dc f i i i i r cI ,�'L0T 49 50~� __� -'40' Nc 3 SF 13,529 Sr -- _ -- � H OF M — 40'rNO C T BUF'�� a � PULTE HOME COFtpORATipN RESERVES THE RIGHT TO MAKE FIELD piA—SPA(f � ~ •� TO THIS PLOT PLAN NAL ANG` IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SMACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS • MAY 8E MADE 1MTHOUT CONSULTATION WITH THE OUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE NOME. PROPOSED SITE PLAN LOT 49 FOREST VIEW ESTATES MARCHIONDA & ASSOC-L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP, OF NEW ENGLAND 62 MONTVALE AVE. SUITE I 257 TURNPIKE ROAD — SUITE 200 STONEHAM. MA. 02180 (617} 438-612t SOUTHBOROUGH. MASSACHUSETTS 01772 SCALE: 1"=20' DATE; 6/14/00 ' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #51, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpffi) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRIN'K'LER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.62 gpm AT A PRESSURE OF 58.99 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM III DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. '. Fire Protection Specialists LOT #51, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE SPRINKLER SYSTEM FLOW IS 45.62 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm PC] THE INSIDE HOSE RACK SPKLR' S . [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpM AVAILABLE PRESSURE 97.57 psi AT 310.62 gpm OPERATING PRESSURE 81.54 psi AT 310.62 gpm PRESSURE REMAINING 16.02 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [)<] BACKFLOW PREVENTER [ ] METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 ( ] TEST AREA 2 ( ] TEST AREA 3 [)6 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 52.00 23.12 18.33 19 5.40 52.25 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.62 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm PC] THE INSIDE HOSE RACK SPKLR' S . [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpM AVAILABLE PRESSURE 97.57 psi AT 310.62 gpm OPERATING PRESSURE 81.54 psi AT 310.62 gpm PRESSURE REMAINING 16.02 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [)<] BACKFLOW PREVENTER [ ] METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells mechanical Contractors, Inc. Fire Protection Specialists SLOT #51, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE AIA.. FRIC. ELEV.- FROM T0__ 'DIFF - (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 60.62 135.00 0 0.00 100 111 8.550 0.000 0.000 81.54 75.54 6.01 209 210 60.62 835.00 3 64.21 100 111 12.640 0.000 2.600 75.54 72.93 0.01 210 216 60.62 605.00 3 34.91 100 111 8.550 0.000 9.100 72.93 63.80 0.03 2.16 1.51 60.62 10.00 3 1.66 100 17 1.481 0.264 0.000 63.80 60.71 3.08 151 4 60.62 28.00 2 1.18 100 17 1.481 0.264 0.000 60.71 58.99 1.72 4 5 45.62 1.6.50 322 4.65 120 18 1.265 0.240 2.925 58.99 44.99 11.08 5 6 45.62 6.75 3 1.99 120 18 1.265 0.240 0.000 44.99 42.89 2.10 6 7 45.62 7.00 0 0.00 120 18 1.265 0.240 0.000 42.89 41.21 1.68 7 8 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 41.21 40.05 1.16 8 9 45.62 3.50 0 0.00 120 18 1.265 0.240 0.000 40.05 39.20 0.85 9 10 45.62 1.75 0 0.00 120 18 1.265 0.240 0.000 39.20 38.78 0.42 10 11 45.62 7.50 22 2.66 120 18 1.265 0.240 0.217 38.78 36.12 2.44 11 12 45.62 10.00 0 0.00 120 18 1.265 0.240 4.333 36.12 29.39 2.40 12 13 45.62 3.50 2 1.33 120 18 1.26.5 0.240 0.000 29.39 28.23 1.16 13 14 45.62 5.75 32 3.32 120 18 1.265 0.240 0.000 28.23 26.05 2.18 14 15 45.62 7.75 0 0.00 120 18 1.265 0.240 3.358 26.05 20.83 1.86 15 16 45.62 6.50 22 2.66 120 18 1.265 0.240 0.000 20.83 18.63 2.20 16 17 22.50 2.25 22 2.66 120 18 1.025 0.181 0.000 18.63 17.75 0.88 16 18 23.12 0.25 3 1..33 120 18 1.025 0.190 0.000 18.63 18.33 0.30 17 19 22.50 0.25 3 1.33 120 18 1.025 0.181 0.108 17.75 17.36 0.29 A MAX. VELOCITY OF 11.64 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 16 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 HYDRAULIC CALCULAT IONS C 0 V E R S H E E T LOT #51, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpmm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpift) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 63.52 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM -------------------------------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #51, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [x] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT.. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 52.25 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gptn [�(] THE INSIDE HOSE ODYN- [ ] RACK SPKLR'S. [ J YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gptn AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 81.72 psi AT 296.00 gpm PRESSURE REMAINING 15.94 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A 1)(] BACKFLOW PREVEN'TER [ ] METER [ ] DETECTOR CHECK VALVE [ J OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists .LOT #51, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 ' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FR.IC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 46.00 135.00 0 0.00 100 111 8.550 0.000 0.000 81.72 75.72 6.00 209 210 46.00 835.00 3 64.21 100 111 12.640 0.000 2.600 75.72 73.12 0.00 210 216 46.00 605.00 3 34.91 100 111 8.550 0.000 9.100 73.12 64.00 0.02 216 151 46.00 10.00 3 1.66 100 17 1.481 0.159 0.000 64.00 62.15 1.85 151 4 46.00 28.00 2 1.18 100 17 1.481 0.159 0.000 62.15 63.52 -1.37 4 5 31.00 16.50 322 4.65 120 18 1.265 0.117 2.925 63.52 52.11 8.48 5 6 31.00 6.75 3 1.99 120 18 1.265 0.117 0.000 52.11 51.08 1.03 6 7 31.00 7.00 0 0.00 120 18 1.265 0.117 0.000 51.08 50.26 0.82 7 8 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 50.26 49.69 0.57 8 9 31.00 3.50 0 0.00 120 18 1.265 0.117 0.000 49.69 49.28 0.41 9 10 31.00 1.75 0 0.00 120 18 1.265 0.117 0.000 49.28 49.08 0.21 10 11 31.00 7.50 22 2.66 120 18 1.265 0.117 0.217 49.08 47.67 1.19 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 4.333 47.67 42.16 1.17 12 13 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 42.16 41.59 0.57 13 14 31.00 5.75 32 3.32 120 18 1.265 0.117 0.000 41.59 40.53 1.07 14 15 31.00 7.75 0 0.00 120 18 1.265 0.117 3.358 40.53 36.26 0.91 15 16 31.00 6.50 22 2.66 120 18 1.265 0.117 0.000 36.26 35.18 1.08 16 17 31.00 2.25 22 2.66 120 18 1.025 0.327 0.000 35.18 33.58 1.61. 16 18 0.00 0.25 3 1.33 120 18 1.025 0.000 0.000 35.18 35.18 0.00 17 19 31.00 0.25 3 1.33 120 18 1.025 0.327 0.108 33.58 32.95 0.52 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUN.16.2000 5:28PM PULTE HOME CORPORATION OF NE 40' NO CU's BUFFER NO.599 P.9i16 PULTE HOME CORPORArN RESERV S THE RIGHT TOMAKE FIELD CHANGES TO THIS PLOT PLAN sSJpNAL FN ` IN ORDER TO ACHIEVE PROPOER SITC DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCMAYBE MADE WITHOUT CATE THE O SUUT�110 OF WITHHTTHME BUY R IN ORDER TO EXPEDITE THE CONSTRUCTION OFTHEHOME PROPOSED SITE PLAN LOT 51 FOREST VIEW ESTATES NORTH ANDOVER. MA PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 237 "NPKE ROAD - SUITE 200 SOUTNOOROUGH, MASSACHUSETTS 01772 MARCHIONDA & ASSOC.,L.P ENGINEERING AND PI.ANNNG CONSULTANTS 62 MONTVALE AV1w SUITE I STQN£HAM, MA, 02160 (617) 438-6121 SCALE: i'=2o' DATE: 6/14/00 ALLIANCE t STRUCTURAL INCTFgaM, INC. STRUCTURAL CALCULATIONS FOR SUDBURY II @ BOSTON SINGLE FAMILY HOUSE (99-262) PREPARED FOR PULTE HOME NORTH 2100 RESTON PARKWAY SUITE 450 RESTON, VA 20191 Assumptions: 1. Assumed design snow load = 35 psf. 2. Assumed design roof dead load = 10 psf. 3. Assumed total ceiling design load = 15 psf 4. Assumed floor live load = 40 psf. 5. Assumed floor dead load = 10 psf. 6. Assumed lumber species HEM -FIR #2 with minimum Fb = 850 psi, F,,l = 405 psi, F, = 75 psi, E = 1.3x106 psi. 6. Floor live load deflection - L/480 with maximum 0.5" SHEETS: 1-9 DATED: March 31, 1999 8605 Westwood Center Dr., Ste. 503 Tel.(703) 749-7941 Vienna, Virginia 22182-2231 Fax 703 749-7942 ALLIANCE STRUCTURAL ENGNUMS, INC. 1605 Westwood Center Dr. suite 503 Tel.(703) 749-7941 fienna, Yrginio 22182-2231 Fax (703) 749-7942 PI 1 F-Loo2. P— g63-11 ►�, _ � las ��-� wz� 14�so �f ?- . Pzm U N l�1YZ_ (4 = 113 t'l+ til = V-A 12� V-1 ma k Project Name: SLZEM -Y iL (a� PLIM-1-ON Client: ?UkI c Project #: '39 - 2 Prepared By: Date: -�I Page —I of lei F—, eZ 123 1, �=- Cz-> I %4x 9 %z U(- b.i(vr6,vA 1s -)4-,f---1 (D)LI, 3. p6m . U n -zf- 1 = _9q �-�+. 2- l4 .'KK- L!S ` CZE I tvr W '�-D \-U L— . I Project Name: Suz 6u f� L -L c-STa 4 �LLI��NE STRUCTURAL IIgGJJ'E __,,'INC. Client: ?UProject #: —26Z 75 Westwood Center Dr. to 503 Tel.(703) 749-7941 L��O- nna, Virginia 22182-2231 Fax (703) 749-7942 Prepared By:Date:Page 2' of 19 'Io Y�-- . W \tY-28-99 FRI H:40 AM ALLIANCE STRUCT' L ENGRS FAX N0, 703 749 7942 P. 2 f ALLIANC �` Project Name: . L Project is qq —Z62 ' SfRU vJgT.J ►L LNQIl�(EEF , ING Client: � � :.. 8605 Weatrood Center Dr. Page Of Suite 503 Tel, 703 748-7941 Pa Penna, Yrglnfa 22182-22J1 Fox 703) 749-7942 Prepared By: ------ Date: 9 IO { Lr '�+•lYCJ3w �UG (`l �r �i�O �V ► J,1``��C u_ J /. =4co�tf- � r Coad (9D Z. cvtp(- Gv � 3 2S �►� (-2) 2.x1'0 qS �'=- (z) ?mac 10 l�►ns�o� C)e 1b L?L Project Name: T ��, oto tALLLANCE -Zbz STRUCTURAL ENGINEERS, INC. Client. 11 t_ 1 Project #: 8605 Westwood Center Dr. G� Suite 503 Tel. (703) 749-7941 Date: �' I �9 Pae of —1— Vienna. Virginia 22182-2231 Fax (703) 749-7942 Prepared By: g l 07 '47_ ov,:�t T14, --- L -= 14,---L_ -(=,' N = Baa t� 14 L-4 9M# kt s k- Lk-� E L2- I '�/4x 11 -7/,�, LU _ i GG 6, �61-t'7 6-0- Ove Ikt-6 tl�, = Ili94- ? 4- , 2 -,SL - til = c q Q,=+at- e Z = Z G IC l lSC-- C2-� 13/4 x 9 I/2 LUL. MAY -28-99 FRI 11 41 AM ALLIANCE STRUCT'L ENGRS FAX No, 703 749 7942 P, 3 r 4 �'( Te, Project Name: ALUAN_ l],DgU ' C Project #: 2 MCTURAL ENC3INEEFRS, INCClient: 8805 Westwood Center Dr. Pae - 15 Sults 503 Td.�03)74979 Pre orad By:' date: 40 9 of Penna, Wgha 22182-2231 Fax 03 749-7942P bv, -T+C lav : I I ler 2_x12- �/z���� I I �' �4 C -t� Nil w ni W, �i ►ni C� Om L= 4-' w W - Q;:7 sc C2�) 1xio Sa Prf 2.4.L �4 = 9,1 L-�- e,,ll IL 12z = 2 -2 T.LL = 59""" 1 � y4TD-- �--OyaL Project Name: �UDgU f'Y �TaN ALLIANCE _ 9 8605 Westwood Center Dr. MEEL% Client: ��t—� Project #: Suite 503 Tel.703 749-7941 Vienna, Virginia 22182-2231 Fax (7033 749-7942 Prepared By: Date: 312,0125— Page 6 of L = 14-' W = 21 o Pc 5 , i L I i L/v = Zt o Ptf y4�0 U$ c —D 1 "1/47- 1 %? UL US- CZE -2x12- Project Name: ALLI��I�TCE Sty ........ STRUCTURAL. ENGINEERS, INCClient: tL'R Project #: 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 r Vienna, Virginia 22182-2231 Fax (703) 749-7942 Prepared By: Date: 3 3� Page of Nk L4 LL US� C� ► S/, -x 14f LVL Ole - 3 -4- 23!4- n 111 '/4- Qv(- - 0-1Z 2 �-�S bv�12 = S► �,t W ► �� vJ s C� P+� 4 �'i q: i& C�--) 2-X I o - T4c- 'jwir'l Wiwi ova. -�� T�-F L4- - fisc CZE ZxiZ' (%L �L`P - Proect Name: SubgU14Y IL � Rt�"0'y ALLIANCE Ej� STRUCTURAL ENGINEERS, INC. Client: PuaTz Project #: () 8605 Westwood Center Dr. Suite 503 Tel.(703) 749-7941 Penna, Virginia 22182-2231 Fax (703) 749-7942 Prepared By: � Date: �21_2°t Page of _1— �F uDIP I)A f2M mIU 1 1=4 ?) � P,-5 M . nzF = 20 I s q Zu = Z�i`i w 4 L/4-% c, 433 Iwo L -/4%b UL o . z. W. C—;i) p1i► P -M -f— t--:e",rYt ZL,- _ 13-J 1 w 4- 'Ag ALLIANCE STRUCTURAL 2415PU R. INC. 8605 Westwood Center Dr. Suite 503 Tel.(703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 Project Name: 5U b Eu Or4 Client: YL,LU L Project #Q199 — Z�f Prepared By: � Date: 3 29 1� Page of �u N lnn P44^a' K -r -i '�-D T�(ooe- M —k - f2, (22 = � •off la.s � Cz� j 3i¢x i %Z LUc_ JAN -26-2001 02:02 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.02 1-1 / 0 M ?OrFMEL A�4tia~M. C9 10E \ 38.2' / 47A 13381 S.F. 0.31 Ao. EXISTING FOUNDATION 111; f� '$ EL�148.24 � „� 16.8' 30,1 27 .2' -so. N29131 149'W S29'31'49"E 60.55' 17.87' AMBERVILLE ROAD WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS Pl_AN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS OF THE MUNICIPALITY FROM EXISTING PLANS AND RECORDS WHEN CONSTRUCTED. ALSO, ACCORDING TO THE WITH THE STRUCTURES SHOWN LOCATED F,E.M,A,/H,U,D, FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT 6E USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR,FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 47A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP, OF NEW ENGLAND 02 STONONENHAAVE. SUITE I AM, MA. 02180 257 TURNPIKE ROAD SUITL 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01721 SCALE: 1"-30' DATE: 1/26/01 JAN -26-2001 02:02 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.02 "'I� *�'� c� P !"oo / r OPE e1' / / / 47A 13381 S.F. G, 31 AC. r EXISTING FOUNDATION I EL -149.24 23 6 �0 ��1H T— Of AIgS vd4� 30.1 27.2' yQ. N24'31'49"W �8TEPHEN M. S29'J1'49"E 17.87' U MELESCIUC y No, 39049 AMBERVILLE ROAD WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PIAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS OF THE MUNICIPALITY FROM EXISTING PLANS AND RECORDS WHEN CONSTRUCTED, ALSO, ACCORDING TO THE WITH THE STRUCTURES SHOWN LOCATED F,E.M,A,/H.U.D, FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL N0, 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR,FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 47A FOREST VIEW ESTATES MARCHIONDA & ASSOC,,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND e2 STONONEHHAAVE. SUITE I AM, MA. 02180 257 TURNPIKE ROAD SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01721 SCALE: 1"-30' DATE: 1/26/01 ALL�CE STRUCTURAL ENGINEERS, INC. STRUCTURAL CALCULATIONS FOR WELLINGTON @ BOSTON SINGLE FAMILY HOUSE (99-261) PREPARED FOR PULTE HOME NORTH 2100 RESTON PARKWAY SUITE 450 RESTON, VA 20191 Assumptions: 1. Assumed design snow load = 35 psf. 2. Assumed design roof dead load = 10 psf. 3. Assumed total ceiling design load = 15 psf 4. Assumed floor live load = 40 psf. 5. Assumed floor dead load = 10 psf. 6. Assumed lumber species HEM -FIR #2 with minimum Fb =850 psi, F,1= 405 psi, F„= 75 psi, E = 1.3x106 psi. 6. Floor live load deflection - L/480 with maximum 0.5" SHEETS: 1-9 DATED: March 31, 1999 8605 Westwood Center Dr., Ste. 503 Tel.(703) 749-7941 Vienna, Virginia 22162-2231 Fax (703) 749-7942 Project Name: E 111 Kz,'�6 < f&F�-,M A � ALL�CE STRUCTURAL ENGINEM, INC. Client: 'PQ UT Project #: 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 Prepared By: Date: 3 2� Page of Jr1g & T=(-. 1, tl Elw I ,v T+�C- 'fi t C -Cf), - �1 I2 L--k- �2 z . 4 P-4 = 10. 2� i2s= I6.$� 'P4 W, = �Jz = '�'i o 1 W3= I9z-b I�►f K = I2 L--k- �, = z . 4 P-4 = 10. 2� i2s= I6.$� e-3 v-+ Iles Use CZE l3/4x I I vs UL- 0 I L3� 13/4-x 9 %2 Lv C- VM A -X U CZE `2 x.�. Crc-)D IeL . . . , , . :1 j Project Name: �Y<z-' ALLLANCE STRUCTURAL ENGINEERS, INC. Client: ?ULT Project #: 99— �i 8605 Westwood Center Dr. Suite 503 Tel.(703) 749-7941 P 3 Z Gj Page Z of Vienna, Virginia 22182-2231 Fax (703) 749-7942 Prepared B Y : Date: 1. 9"M_ 0Yt-;,e— —Tv�-- F—"1cT Vl fS1J�}I�S �.b W -M us —(Z-- M 13i� �`� �/¢ LVL. 2 , rM b v,.�9C- 1 4t= " 1 i4 P-3 / (fl �Y2 3.3 u�) c (7D -Z,-x, I o 3 . S c . va'� . L= aL,-' N -::_ I r3 uvL%-J�vc)oQ U -:: - L 2�- C-1 ftiq-c, a - C 2 C' C�D Project Name: Ll,� r�iaN 61aS'�b� ALLLANCE STRUCTURAL ENGINEERS, INC. Client: U LTC— Project #: 8605 Westwood Center Dr. Suite 503 Tel.(703) 749-7941 Z� q 3 Vienna, Virginia 22182-2231 Fax (703) 749-7942 Prepared By: Date: Page 3 of 4- I*M . 0 vL-cx- 14�--- 'Povd—,) az- a2 , / LA -u ► 1bg-y I?" . W, Zvi _ 4--o1�- �4 _ 2 q� Qz = 6.�� v-3 _ - 4-- e4 e4 M C2�) 13/� x `� �� Qv L. S. H,�F� gZ- -Tt-�--- b v i Kr, /-Dl r�I r�? GrA) v<r-I - lit c �3� -2x I L n WL Project Name: E LL I t' ,'TO ri 1�0S?o�1 ALLLANCE STRUCTURAL ENGINEERS, INC. Client: �ul'TC— Project #: q9 — 2-,( 1 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 AA ��-- qq Penna. Yirginia 22182-2231 Fax (703) 749-7942 Prepared By: 9^ Date: 3 /2-9Page of —l— ZmD FL . L_ 9-S/ 2®� 404 L 3/4x -7/ Lit_ 7 c� O�fc �} }� �► rY r(� �r °� , r'�l+�i ► rJ w raj a tial k- VK4 A, us� C2� 2xi2— W/ j2' t_Y►�. CZE 2X 10 ALLIANCE STRUCTURAL ENGINMS, INC. 8605 Westwood Center Or. Suite 503 Tel.(703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 2- NR:) FL. L_6/ W = +00 vt� Project Name: 1,-AGc LL I "JIbA %0'sgb 1 Client: T Uac Project #: Prepared By: 4f Date: 22-9 99 Page 5 of wC-2:) tido CE) STRUCTURAL ENGINEERS, INC. ALL][ANCE 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 Menna, Virginia 22182-2231 Fax (703) 749-7942 Project Name: SOS -10o Client: ?u<Jc— Project #: Prepared By: Date: 312-'1ha—Page ro of L= 1� �U Z+0 f tF lLs� C -L W - Z, 46ftO v2e- -Tt` L= S' CBoz CD Z� ALLIANCE STRUCTURAL ENGINEERS, INC. 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 ear p ieA*A t r -"en Project Name: W GLU Kz ib N �-V &Sian1 Client: ?W -T& Project #: Prepared By: 94(F Date: 3 Page _ of —l— I. ova 11-N& W i N -Do vis CuP-,, -4! L-_ 4-1 Uv= l -201 oto � Vim= 1235 U -S - 2xta 2- 4 e) o, -- z) s ova._ -T+t,,� 7vv,� W i'r;a)ovCr' �A5c c2D I'i¢x914 vv— 3 P ova i y �o YL -L. ' S 2 gr -2, L tAv = tcz,S 'ptf -3t- (20 (20 ALLI�ANCE ' STRUCTURAL ENGIN'MS, INC. 8605 Westwood Center Or. Suite 503 Tel. (703) 749-7941 Vienna. Virginia 22182-2231 Fax (703) 749-7942 Project Name: W G LLI K ,Tbf4 Client: }?uc,T� Project #; 9c'I- 2�1 Prepared By: AE Date: 3 1) 121 Page of 1p lz 1�fbAr am, c�M l_ t zC L -Zoe 1„ 1 tM = isq� U- _. Z99 �- 4 L/4 -S 433 lw¢ L/4,ib UL► . ZoG z _ W, p i a l �.�s - t`P" ►,rte , . bi _ -too vt-�- Ro' lo' Z Lk� �C-7 �/¢ 3K_- ac vs A' AR14 • • No.11443 • p t, • � a '�i V •••a.00•na 2 � \�\ AL,��'� 01 A fl CYRVI Aa: � ,j , V CYRU Assumptions: ALLIANCE STRUCTURAL ENGINEERS, INC. STRUCTURAL CALCULATIO FOR CAMBRIDGE (- 99168) PREPARED FOR PULTE HOME NORTH 2100 RESTON PARKWAY SUITE 450 RESTON, VA 20191 1. Assumed designed snow load = 35 psf. 2. Assumed designed roof dead load = 15 psf. 3. Assumed floor live load = 40 psf. 4. Assumed floor dead load = 12 psf. 5. Assumed lumber species HEM -FIR #2 with minimum Fb = 850 psi, Fc1= 405 psi, F,= 75 psi, E= 1.3x106 psi. 6. Floor live load deflection - L/480 with maximum 0.5" SHEET: 1-7 DATED: February 7, 1999 8605 Westwood Center Dr., Ste. 503 _ Tel.(703) 749-7941 Vienna, Virginia 22182-2231 Fax M3) 749-7942 A 74 FEB -11-99 THU 9:35 AM ALLIAXCE STRUCT'L ENGRS NO, 7/03 1,9 7942 iJAN CE F. I c> or. Dr. SURN sw Y"O, **id 22182-2231 Tw. 7M� '749-'M4l Fax NSMITTAL �11 7A7 1"r-- WC/ /7 Date: 2 2 r 11-ql Project #: Z -1 - To: Attention: --z-,, (�:: I \-J Project Name: Z��ejo�� CP--- Total pages including transmittal (for faxes only). CCpies Sn e e• D escripti on Via- �C�x i C Courier plo" E up mail '-- 6, dx I C UPS Hand delivery We are sending you: 7 originals Prints :1 Sketches CShop drawings ❑ Calculations ❑ SO'Scifications Mcrk-ups .ZA3 noted Ae checked below: 0 For review & comment I .mor your use C1 For distribution 12 For your apprcvci CA3 information CAs requested L]AppreyO as sulorniesd CApproved as noted CIRe-submit for approvali Remarks: �'4 1 / I— - 9< E ,Ae6 )267JZ-�4 0 W 17H WZ2 &L /36)9/V A-3 i Ft L,1- �J �Y VL, I'd. Y t g, "LV�, 2Y L?�EZ- I/-- Ee[Z- �4Z-7 ,51e-6 7Z7 Copies ta: Signed./sent by: Fax numcer: I ' E9-11-99 THU 9:36 Ali ALLIANCE STRUCT' L ENCRS. FRY, ii0. ?(j3 749 70V °. 3 ': AI�1� Prej.ct harts 90O 3. wo.r „ %rusk Ct4nt. prcN�+ J: TaL 237–W Fd14 ChWIch. VA 22044 I= (7 237--3901 Freoared Ely- Date: rage of LYL 3M. �EE PLAN POR efLE_ 1/2"0 TWU cOL?- 1/4" 5"E`L'L. Z-3Wx;'l LAC;: -----� — WALT. "GP 'L. 5 / %L?IP..–" UQ COL. CLUE d NAIL?LZ5 1 W/ 16d NAILS 0 8° O.C. NOT;S: LENGTH OF STEE ?L. HALL 3E !QUAL 70 TOTAL 'WIDTH OF 5 TUP COLIJAN. Z. FROVICE AIN. I, _gz O157. FOR LAC SCRE145. SECTION 0 SCALE: 3/d" - 1'-0" , `a��cxs�w�PosT os EAT LLANCE STRUCTURAL ENGIN M, INC. STRUCTURAL CALCULATIONS FOR CAMBRIDGE (99-168) PREPARED FOR PULTE HOIIE NORTH 2100 RESTON PARKWAY SUITE 450 RESTON, VA 20191 Assumptions: 1. Assumed designed snow load = 35 psf. 2. Assumed designed roof dead load = 15 psf. 3. Assumed floor live load = 40 psf. 4. Assumed floor dead load = 12 psf. 5. Assumed lumber species HEM -FIR 42 with minimum Fb =850 psi, F,:1= 405 psi, F,= 75 psi, E = 1.3x106 psi. 6. Floor live load deflection - L/480 with maximum 0.5" SHEET: 1-7 DATED: February 7, 1999 8605 Westwood Center Dr., Ste. 503 Tel_ 703 749-7941 Vienna, Virginia 22182-2231 Fax R3� 749-7942 AIT. E LM STRUCTURAL INGNERS, INC. 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 Fox (703) 749-7942 --D A Project Name: Client: Pv� rGr Project #: Prepared By: Date: Page of- (ED Ck L,&-n;CH W/ t-z6v o,2-., z 7. 77' Project Name: ALLIANCE 8605 Westwood Center Dr. Client: �`� U Ln-- Project: + — Suite 503 Tel. 703 749-7941 —7 Vienna, Virginia 22182-2231 Fax 703 749-7942 Prepared By: Date: —Z,7— 9 9 Page of ` �-cs fl /• s -/ L / '", / I � FIt', Pf Z' �)s E S -- 2 -Y /Z Q� / Z '' �71f-A16P— ALLIANCE L9 SMUCrUML ENGM9S, INC. 8605 Westwood Center Dr. I Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 Project Name: Client:6-f cr Project Prepared By: Date: Page of =0b S N 6 z_ I -4Y q L/Z, L v'L" &I -z-, - 2 / "-- --7 ALLIANCE 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 Project Name: Client: ��-JC-- Project #: , I Prepared By: Date: !- q i Pae `'' E r LL��J^» O . J L i J ZA i" r LL��J^» O . J L i J �1'1LLLl'3i►1 �1 �� Project Name: L—v I S'' i'- adv COPcn �TRUCI URAL Errc3lNits, INC. 9 — _ 8805 Westwood Center Or. Client: t! �^ Project #: Suite 503 Tel. (703) 749-7941 Vienna, Vlrglnla 22192-2231 Fax 703) 749-7942 Prepared By: Date: Page of 04D A2l E--� /c e- Sbc ` l � LLQ r-2 - /Z. kr-: en 4�lz 2 - 5/WX ( B/L, u �v ) 4.X,? (4 7 "-)< IT „L_v L . 4 A 1314, ) g rrLVL, ALLIANCE SMUMTRAL 24GMMS. INC. 8605 Westwood Center Or. Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 1 Fox (703) 749-7942 Project Name: Client:P i Project Prepared By: Date: Page of T- 7-- C &LI 8605 Westwood Center Dr. Suite 503 Tel. (703) 749-7941 Vienna, Virginia 22182-2231 Fax (703) 749-7942 Project Name: Client:Project — G Prepared By: Date: !' % ��� �' Page r of 1 v (H) 'P4 7/4 r e •-'��f�� � Ste' �- `S �� L'- .� C��f 2 - �' �-�,1 (ED (�j -s- �Jz ��` �. 01 149 7M ATL INCE Project Name: r � ��� & MUC Ikl HNaIIdEF A VC. Client: --pUG Project : 8865 Wettwood Center Dr. Suits 503 Tel. (703) 749-7941 donna, Wginio 22182-2231 Fax (703) 749-7942 Prepared By: Data: Page l of C, -Z-e ID ,864`1 CYC S e:5ea4D -e__ � 0 �7,. �1 Ct \?.4t(�X30 0 R 44D,�?el"v -3 -1 SA Jas Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 HYDRAUL IC CALCULAT IONS C O V E R S H E E T LOT #88, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.62 gpm AT A PRESSURE OF 57.47 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' ,A Zylv-q Frazier & wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #88, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN` [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 47.00 23.12 18.33 19 5.40 47.25 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.62 gpm HE OUTSIDE HOSE FLOG AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE RACK SPKLR'S. [ ) YARD HYDT: FLOW IS 15:00 gpm THE FOLLOWING, PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpm AVAILABLE PRESSURE 97.57 psi. AT 310.62 gpm OPERATING PRESSURE 87683 psi AT 310.62 gpm PRESSURE REMAINING 9.74 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [ BACKFLOW PREVENTER [ ] METER [ l DETECTOR CHECK VALVE [ l OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists k LOT #88, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='g'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 60.62 45.00 0 0.00 100 111 8.550 0.000 1.733 87.83 80.09 6.00 202 203 60.62 125.00 0 0.00 100 111 8.550 0.000 2.600 80.09 77.48 0.01 203 204 60.62 75:00 0 0:00 100 111 84550 0:000 2:600 77448 7.4:88 0400 204 205 60.62 105.00 0 0.00 100 111 8.550 0.000 2.600 74.88 72.27 0.01 205 188 60.62 50.00 3 1.66 100 17 1.481 0.264 0.000 72.27 58.61 13.66 188 4 60.62 27.00 0 0.00 100 17 1.481 0.264 0.000 58.61 57.47 1.14 4 5 45.62 4.75 32 3.32 120 18 1.265 0.240 0.000 57.47 49.54 7.94 5 6 45.62 13.50 3 1.99 120 18 1.265 0.240 2.925 49.54 42:89 3.72 6 7 45.62 7.00 0 0.00 120 18 1.265 0.240 0.000 42.89 41.21 1..68 7 8 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 41.21 40.04 1.17 8 9 45.62 3.50 0 0.00 120 18 1.265 0.240 0.000 40.04 39.20 0.84 9 10 45.62 1.75 0 0.00 120 18 1.265 0.240 0.000 39.20 38.77 0.42 10 11 45.62 7,50 22 2.66 120 18 1:265 04240 0:217 38:77 36.12 2:44 11 12 45.62 10.00 0 0.00 120 18 1.265 0.240 4.333 36.12 29.38 2.40 12 13 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 29.38 28.22 1.16 13 14 45.62 5.75 32 3.32 120 18 1.265 0.240 0.000 28.22 26.05 2.18 14 15 45.62 7.75 0 0.00 120 18 1.265 0.240 3.358 26.05 20.83 1.86 15 16 45.62 6.50 22 2.66 120 18 16265 0.240 0.000 20.83 18.63 2.20 16 17 22.50 2.25 22 2.66 120 18 1.025 0.181 0.000 1.8.63 17.75 0.87 16 18 23.12 0.25 3 1.33 120 18 1.025 0.190 0.000 18.63 18.33 0.30 17 19 22.50 0.25 3 1.33 120 18 1.025 0.181 0.108 17.75 17.36 0.29 A MAX. VELOCITY OF 11.64 ft./sec. OCCURS BETWEEN REF. PT. 8 AND 9 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. P R E S S U R E WATER SUPPLY/DEMAND GRAPH Frazier & Wells Mechanical Contractors, Inc. ' Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #88, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.77 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #88, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 X] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 47.25 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW 1, AT REFERENCE POINT N0. 1 IS 250.00 gpm ,1 THE INSIDE HOSE tUGm [ ] RACK SPKLR'S. [ ) YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 84.80 psi AT 296.00 gpm PRESSURE REMAINING 12.87 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [X BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 488, FOREST VIEW ES'TA'TES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve --------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi_) 1 202 46.00 45.00 0 0.00 100 ill 8.550 0.000 1.733 84.80 77.06 6.00 202 203 46.00 125.00 0 0.00 100 ill 8.550 0.000 2.600 77.06 74.46 0.00 203 204 46.00 75.00 0 0.00 100 111 8.550 0.000 2.600 74.46 71.86 0.00 204 205 46.00 105.00 0 0.00 100 111 8.550 0.000 2.600 71.86 69.25 0.00 205 188 46.00 50.00 3 1.66 100 17 1.481 0.159 0.000 69.25 61.06 8.19 188 4 46.00 27.00 0 0.00 100 17 1.481 0.159 0.000 61.06 62.77 -1.72 4 5 31.00 4.75 32 3.32 120 18 1.265 0.117 0.000 62.77 55.83 6.95 5 6 31.00 13.50 3 1.99 120 18 1.265 0.117 2.925 55.83 51.08 1.82 6 7 31.00 7.00 0 0.00 120 18 1..265 0.117 0.000 51.08 50.26 0.82 7 8 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 50.26 49.69 0.57 8 9 31.00 3.50 0 0.00 120 18 1.265 0.117 0.000 49.69 49.28 0.41 9 10 31.00 1.75 0 0.00 120 18 1.265 0.117 0.000 49.28 49.08 0.21 10 11 31.00 7.50 22 2.66 120 18 1.265 0.117 0.217 49.08 47.67 1.19 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 4.333 47.67 42.16 1.17 12 13 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 42.16 41.59 0.57 13 14 31.00 5.75 32 3.32 120 18 1.265 0.117 0.000 41.59 40.53 1.07 14 15 31.00 7.75 0 0.00 1.20 18 1.265 0.117 3.358 40.53 36.26 0.91 15 16 31.00 6.50 22 2.66 120 18 1.265 0.117 0.000 36.26 35.18 1.08 16 17 31.00 2.25 22 2.66 120 18 1.025 0.327 0.000 35.18 33.58 1.61 16 18 0.00 0.25 3 1.33 120 18 1.025 0.000 0.000 35.18 35.18 0.00 17 19 31.00 0.25 3 1.33 120 18 1.025 0.327 0.108 33.58 32.95 0.52 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler -CALL Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUN.16.2000 5:30PM PULTE HOME CORPORATION OF NE LOT 61 I 154 c r� LOT 88 80T=1 1,0 O� 11,160 SF TF -156.50 CF== 149.00 BF==147.80 15' JOHN A. N 155X5 scenes lID N j "'blk NO.599 P.13/IG O 15 L u') Lo F x I.147LL - 1 47,O ,0 FQ Lo 5+00 �' ,n •~� 74 PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT P{AN IN ORDER TO ACHIEVE PROPOER SITE ORAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEOCE OR MACOMMODATE Y BE MADE WIITHOUTT CONSTRUCTION ONN MMTHMTTHE 13UYER IN ORDER TMOST O EXPEDITE THE CONSTRVCTION OFTTTIHE HOME. PROPOSED SITE PLAN LOT 88 FOREST VIEW ESTATES MARCHIONDA & ASSOC„L.P. NORTH ANDOVER, MA PREPAREp FOR ENpNEER1NC AND PLANNING CONSULTANTS PULTE HOME CORA, OF NEW ENGLAND 62 MONTVALE AVE, SUITE 1 257 1UiNMKE ROAD - SUITE 200 1 STDNEHAM. MA, 02100 SOUTHBOROUGH, MASSACHUSETTS 01772(617) 436-6121 SCAB:1'=20 DATE; 6/13/00 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Lot # 57, Forest View Estates, North Andover, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 25 MINIMUM PRESSURE PER SPRINKLER (psi) 21.43 THIS SYSTEM OPERATES AT A FLOW OF 50.10 gpm AT A PRESSURE OF 63.50 psi AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 57, Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE SPRINKLER SYSTEM FLOW IS 50.10 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm () THE INSIDE HOSE [ ] RACK SPKLR'S. [ ) YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ) TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [V]� REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 25 5.40 36.25 25.10 21.61 26 5.40 36.25 25.00 21.43 THE SPRINKLER SYSTEM FLOW IS 50.10 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm () THE INSIDE HOSE [ ] RACK SPKLR'S. [ ) YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- 0 0 A MAX. VELOCITY OF 12.78 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 18 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 57, Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45- Elbow, -2=90- Elbow, -3='T'/Cross,-4=Butterfly-Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (Psi) (Psi) (psi) (Psi) (psi) 1 209 209 210 50.10 50.10 135.00 835.00 0 0.00 100 ill 8.550 0.000 0.000 79.24 73.23 6.00 210 257 50.10 855.00 3 0 64.21 0.00 100 111 12.640 0.000 -2.600 73.23 75.83 0.00 257 157 50.10 20.00 3 1.66 100 100 111 17 8.550 0.000 7.583 75.83 68.21 0.03 157 9 50.10 36.00 0 0.00 100 17 1.481 1.481 0.186 0.000 68.21 64.19 4.02 9 10 50.10 17.75 32 3.32 120 18 1.265 0.186 0.286 0.000 2.925 64.19 63.50 63.50 0.69 10 11 11 50.10 5.50 0 0.00 120 18 1.265 0.286 0.000 48.55 48.55 46.98 12.02 1.57 17 17 18 50.10 50.10 21.25 4.75 3 1.99 120 18 1.265 0.286 0.000 46.98 40.34 6.64 18 19 50.10 10.00 3 2 1.99 1.33 120 18 1.265 0.286 0.000 40.34 38.41 1.93 19 23 50.10 1.25 322 14.57 120 120 18 9 1.265 0.286 4.333 38.41 30.84 3.24 23 24 50.10 8.00 2 5.30 120 9 1.400 0.174 0.000 30.84 28.08 2.76 24 25 25.10 1.25 3 3.31 120 9 1.400 1.109 0.174 3.467 28.08 22.30 2.32 24 26 25.00 2.50 3 3.31 120 9 0.151 0.000 22.30 21.61 0.69 1.109 0.150 0.000 22.30 21.43 0.87 A MAX. VELOCITY OF 12.78 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 18 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 1500 2000 FLOWr)rrn,�r� _ ' �. ti:'� p: ���0. i f,J 3-aprn ' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 HYDRAULIC CALCULAT IONS C 0 V E R S H E E T Lot # 57, Forest View Estates, North Andover, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 30 MINIMUM PRESSURE PER SPRINKLER (psi) 30.86 THIS SYSTEM OPERATES AT A FLOW OF 30.00 gpm AT A PRESSURE OF 58.27 psi AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Frazier & Wells Mechanical Contractors, Inc. ' Fire Protection Specialists Lot # 57, Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 ( ] TEST AREA 2 [ ] TEST AREA 3 [✓J REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 26 5.40 36.25 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS 30.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 97.76 psi AT 280.00 gpm OPERATING PRESSURE 67.41 psi AT 280.00 gpm PRESSURE REMAINING 30.35 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A (� BACKFLOW PREVENTER [ ] METER ( ] DETECTOR CHECK VALVE [ J OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 57, Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 30.00 135.00 0 0.00 100 111 8.550 0.000 0.000 67.41 61.41 6.00 209 210 30.00 835.00 3 64.21 100 111 12.640 0.000 -2.600 61.41 64.01 0.00 210 257 30.00 855.00 0 0.00 100 111 8.550 0.000 7.583 64.01 56.41 0.01 257 157 30.00 20.00 3 1.66 100 17 1.481 0.072 0.000 56.41 54.86 1.56 157 9 30.00 36.00 0 0.00 100 17 1.481 0.072 0.000 54.86 58.27 -3.41 9 10 30.00 17.75 32 3.32 120 18 1.265 0.111 2.925 58.27 47.02 8.33 10 11 30.00 5.50 0 0.00 120 18 1.265 0.111 0.000 47.02 46.41 0.61 11 17 30.00 21.25 3 1.99 120 18 1.265 0.111 0.000 46.41 43.84 2.57 17 18 30.00 4.75 3 1.99 120 18 1.265 0.111 0.000 43.84 43.10 0.74 18 19 30.00 10.00 2 1.33 120 18 1.265 0.111 4.333 43.10 37.51 1.25 19 23 30.00 1.25 322 14.57 120 9 1.400 0.067 0.000 37.51 36.44 1.07 23 24 30.00 8.00 2 5.30 120 9 1.400 0.067 3.467 36.44 32.08 0.90 24 25 0.00 1.25 3 3.31 120 9 1.109 0.000 0.000 32.08 32.08 0.00 24 26 30.00 2.50 3 3.31 120 9 1.109 0.210 0.000 32.08 30.86 1.22 A MAX. VELOCITY OF 9.96 ft./sec. OCCURS BETWEEN REF. PT. 24 AND 26 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Supply: 78.00 psi C- 1540.00 gprn FLOW Demand.- 6 ;'.41 rt:;:k ;:;y 22.00 WATER SUPPLY/DEMAND GRAPH Lot # 57, Forest View Estates, North Andover MA 150.00 140.00 130.00 120.00 P 110.00 R 100.00 -----__` E 90.00 S 80.00 S 70.00 u 60.00 R 50.00 00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 78.00 psi C- 1540.00 gprn FLOW Demand.- 6 ;'.41 rt:;:k ;:;y 22.00 JAN -85-2001 10:56 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. wl ou / 8+0 / 1 1 W cV 5 091 16X5 Avo 154.8 i 1 150 PUL OME CORPORATION 4E S THE RIGHT TO MAKE PIfLO CH PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, WT 6MACK REOUREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSMCTION OF THE HOWE IN THE MOST OPTIMUM WAY. THESE FW ApdJSTMENTS MAY 9f MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE TIe CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 57 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENCINEERK AND PLANNINC CONSULTANTS PREPARED FOR— PULTE HOME CORP. OF NEW ENOLANO 62 MONTVALE AVC. SUITE I. 237 TURNPIKE ROAD - SV11t 200 STOKHAM, MA. 1021SO (017) I.M-A121 SOLITHMROUGH, UARIAC"USEM 01772 SCALE: 1*v20' DATE: 1/O5/ol Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Lot # 61A, Forest View Estates, North Andover, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 25 MINIMUM PRESSURE PER SPRINKLER (psi) 21.43 THIS SYSTEM OPERATES AT A FLOW OF 50.86 qpm AT A PRESSURE OF 73.97 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 001 SCHEDULE 40 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC ,1 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 61A, Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: ( ) TEST AREA 1 ( ) TEST AREA 2 [ ) TEST AREA 3 V REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 41.00 25.86 22.92 19 5.40 41.00 25.00 21.43 THE SPRINKLER SYSTEM FLOW IS 50.86 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ) RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 300.86 qpm AVAILABLE PRESSURE 97.63 psi AT 300.86 gpm OPERATING PRESSURE 91.79 psi AT 300.86 gpm PRESSURE REMAINING 5.84 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 5 FOR A [V] BACKFLOW PREVENTER ( ) METER [ ] DETECTOR CHECK VALVE ( j OTHER DEVICE � 1• Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 61A, Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 50.86 135.00 0 0.00 100 1 7.981 0.000 0.000 91.79 85.78 6.01 209 210 50.86 835.00 3 64.21 100 111 12.640 0.000 -2.600 85.78 88.38 0.01 210 219 50.861305.00 0 0.00 100 111 8.550 0.000 9.533 88.38 78.80 0.05 219 161 50.86 20.00 3 1.66 100 17 1.481 0.191 0.000 78.80 74.66 4.14 161 4 4 50.86 35.00 0 0.00 100 17 1.481 0.191 0.000 74.66 73.97 0.69 5 5 6 50.86 50.86 9.25 32 3.32 120 18 1.265 0.294 0.000 73.97 70.28 3.69 6 7 50.86 13.50 7.00 3 1.99 120 18 1.265 0.294 2.925 70.28 56.81 10.55 7 8 50.86 3.50 0 2 0.00 120 18 1.265 0.294 0.000 56.81 54.75 2.06 8 9 50.86 3.50 0 1.33 120 18 1.265 0.294 0.000 54.75 53.33 1.42 9 10 50.86 1.75 0 0.00 0.00 120 120 18 1.265 0.294 0.000 53.33 52.29 1.04 10 11 50.86 7.50 22 2.66 120 18 18 1.265 0.294 0.000 52.29 51.78 0.51 11 12 50.86 10.00 0 0.00 120 18 1.265 1.265 0.294 0.217 51.78 48.58 2.98 12 13 50.86 3.50 2 5.30 120 9 1.400 0.294 0.179 4.333 0.000 48.58 41.31 2.94 13 14 50.86 5.75 32 9.27 120 9 1.400 0.179 0.000 41.31 39.73 39.73 37.04 1.58 2.69 14 15 15 16 50.86 50.86 7.75 6.50 0 0.00 120 9 1.400 0.179 3.358 37.04 32.29 1.39 16 17 25.00 2.25 22 22 9.28 9.28 120 120 9 1.109 0.558 0.000 32.29 23.49 8.80 16 18 25.86 0.25 3 3.31 120 9 9 1.109 0.150 0.000 23.49 21.78 1.71 17 19 25.00 0.25 3 1.33 120 18 1.109 0.159 0.000 23.49 22.92 0.57 1.025 0.220 0.000 21.78 21.43 0.35 A MAX. VELOCITY OF 16.89 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 16 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 0 500 1000 Supp�v: ?0.00 psi @� 1540.00 gprn 1500 2000 FLOW Derna{"o 9-1.79 p { .�C Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 HYDRAULIC C A L C U LAT IONS C O V E R S H E E T Lot # 61A, Forest View Estates, North Andover, MA W A T E R S U P P L Y STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) NUMBER OF BOOSTER PUMPS 0 MINIMUM FLOW PER SPRINKLER 100 78 1540 B O O S T E R P U M P S S P R I N K L E R S MINIMUM PRESSURE PER SPRINKLER THIS SYSTEM OPERATES AT A FLOW OF AT THE BASE OF THE RISER (REF. PT (gpm) 31 (psi) 32.95 31.00 gpm AT A PRESSURE OF 66.32 psi 4) PIPES USED FOR THIS SYSTEM ----------------- 001 SCHEDULE 40 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC ` Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 61A, Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: / [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [V] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 41.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 qpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE ( ) RACK SPKLR'S. VI YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 281.00 gpm AVAILABLE PRESSURE 97.76 psi AT 281.00 gpm OPERATING PRESSURE 77.61 psi AT 281.00 gpm PRESSURE REMAINING 20.15 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 5 FOR A [�] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE ` Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 61A, Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 31.00 135.00 0 0.00 100 1 7.981 0.000 0.000 77.61 71.60 6.00 209 210 31.00 835.00 3 64.21 100 111 12.640 0.000 -2.600 71.60 74.20 0.00 210 219 31.001305.00 0 0.00 100 111 8.550 0.000 9.533 74.20 64.65 0.02 219 161 31.00 20.00 3 1.66 100 17 1.481 0.076 0.000 64.65 62.99 1.65 161 4 31.00 35.00 0 0.00 100 17 1.481 0.076 0.000 62.99 66.32 -3.33 4 5 31.00 9.25 32 3.32 120 18 1.265 0.117 0.000 66.32 64.84 1.48 5 6 31.00 13.50 3 1.99 120 18 1.265 0.117 2.925 64.84 54.10 7.82 6 7 7 31.00 7.00 0 0.00 120 18 1.265 0.117 0.000 54.10 53.28 0.82 8 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 53.28 52.71 0.57 8 9 9 31.00 3.50 0 0.00 120 18 1.265 0.117 0.000 52.71 52.30 0.41 10 10 31.00 1.75 0 0.00 120 18 1.265 0.117 0.000 52.30 52.09 0.21 11 11 31.00 7.50 22 2.66 120 18 1.265 0.117 0.217 52.09 50.69 1.19 12 31.00 10.00 0 0.00 120 18 1.265 0.117 4.333 50.69 45.18 1.17 12 13 13 31.00 3.50 2 5.30 120 9 1.400 0.072 0.000 45.18 44.55 0.63 14 31.00 5.75 32 9.27 120 9 1.400 0.072 0.000 44.55 43.47 1.08 14 15 31.00 7.75 0 0.00 120 9 1.400 0.072 3.358 43.47 39.56 0.56 15 16 31.00 6.50 22 9.28 120 9 1.109 0.223 0.000 39.56 36.04 3.52 16 17 31.00 2.25 22 9.28 120 9 1.109 0.223 0.000 36.04 33.47 2.57 16 18 0.00 0.25 3 3.31 120 9 1.109 0.000 0.000 36.04 36.04 0.00 17 19 31.00 0.25 3 1.33 120 18 1.025 0.327 0.000 33.47 32.95 0.52 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FEB -14-2001 04:45 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.01 Ile r /O 168 o l i (-F= 160.5 1�' /� x2� `.fi0 ' 4ECK 159x5 3 ,f 5 / 158 AOT -1 Sa. 00 lr / f / 1, 0'F 11,710 SF / LOT 60A. 11,270 SF I >rJ TE MoJE CORPOR"CA RESfRVCS THE RICHT TO uAk FIELD CHANCES T THIS IN "ROER TO ACHIEVE P'ROPOER SITE ORAINACE. MEET 4ETpACK REQUIRE- TOij IS P OT PLAN Lrx GE OR MAY BE t7MltApF MNOUATF THE TNCONSLI ATIAN M�TNHOME THE IN THEIMOST O T Oq TTWOUE WAY. TN-T riew ADJUSTMENTS CANSTAUCTION OF THE HOuF PROPOSEC) SITE PLAN LOT 61 A FOREST VIEW FSTATFS NORTH ANDOVER, MA MARCHIONDA & ASSOC.,L.P- PREPAA, FOR ENCENF�RfNC ANO PL ANNMr, r11,y PULTE HOME CORP. l'f NEW N SULTANtQ 247 TURNP#Q ROAD — SUrTN 200 d2 MONTVALE ► STONEHAM, M A 0218�e "OROUGH, uA55ACHUSETTs atr72 (fi17) +�-81�t{80 SCALE: t"=70• DATE: 2/03/0t s Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Lot # 59A, Forest View Estates, North Andover, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 25 MINIMUM PRESSURE PER SPRINKLER (psi) 21.43 THIS SYSTEM OPERATES AT A FLOW OF 51.48 gpm AT A PRESSURE OF 78.09 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC ROBERT NO. 29174 l' tU I 0 u Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 59A, Forest View Estates, North Andover, MA HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE SPRINKLER SYSTEM FLOW IS 51.48 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ 1 THE INSIDE HOSE [ ] RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ) TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [L/ REMOTE AREA psi Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE AVAILABLE PRESSURE 97.63 ft gpm psi i9 5.40 35.75 26.48 24.05 20 5.40 35.75 25.00 21.43 THE SPRINKLER SYSTEM FLOW IS 51.48 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ 1 THE INSIDE HOSE [ ] RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 301.48 gpm AVAILABLE PRESSURE 97.63 psi AT 301.48 gpm OPERATING PRESSURE 93.40 psi AT 301.48 gpm PRESSURE REMAINING 4.23 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A [V� BACKFLOW PREVENTER [ ] METER [ ) DETECTOR CHECK VALVE [ ] OTHER DEVICE PAGE 1 ' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 59A, Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 51.48 135.00 0 0.00 100 ill 8.550 0.000 0.000 93.40 87.39 6.01 209 210 51.48 835.00 3 64.21 100 111 12.640 0.000 -2.600 87.39 89.99 0.01 210 259 51.481090.00 0 0.00 100 111 8.550 0.000 7.367 89.99 82.58 0.04 259 159 51.48 20.00 3 1.66 100 17 1.481 0.195 0.000 82.58 78.35 4.23 159 8 51.48 32.00 0 0.00 100 17 1.481 0.195 0.000 78.35 78.09 0.25 8 9 51.48 33.00 3 1.99 120 18 1.265 0.300 0.000 78.09 67.58 10.51 9 10 51.48 10.00 32 3.32 120 18 1.265 0.300 2.925 67.58 54.64 10.02 10 14 51.48 36.00 222 3.99 120 18 1.265 0.300 0.000 54.64 42.62 12.01 14 15 51.48 10.00 2 1.33 120 18 1.265 0.300 4.333 42.62 34.88 3.40 15 16 51.48 5.75 222 15.90 120 9 1.400 0.183 0.000 34.88 30.92 3.97 16 17 51.48 8.00 2 5.30 120 9 1.400 0.183 3.467 30.92 25.01 2.44 17 18 51.48 2.00 0 0.00 120 9 1.400 0.183 0.000 25.01 24.64 0.37 18 19 26.48 0.25 3 3.31 120 9 1.109 0.167 0.000 24.64 24.05 0.59 18 20 25.00 18.25 3 3.31 120 9 1.109 0.150 0.000 24.64 21.43 3.21 A MAX. VELOCITY OF 13.14 ft./sec. OCCURS BETWEEN REF. PT. 10 AND 14 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Lot # 59A, Forest View Estates, North Andover, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 30 MINIMUM PRESSURE PER SPRINKLER (psi) 30.86 THIS SYSTEM OPERATES AT A FLOW OF 30.00 gpm AT A PRESSURE OF 65.61 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC t Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 59A, Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ) TEST AREA 2 [ ] TEST AREA 3 (✓] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 20 5.40 35.75 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS 30.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm ( ) THE INSIDE HOSE ( ) RACK SPKLR'S. [V� YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 qpm TOTAL SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 97.76 psi AT 280.00 gpm OPERATING PRESSURE 74.25 psi AT 280.00 gpm PRESSURE REMAINING 23.51 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE ( ] OTHER DEVICE ` Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 59A, Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 30.00 135.00 0 0.00 100 111 8.550 0.000 0.000 74.25 68.25 6.00 209 210 30.00 835.00 3 64.21 100 111 12.640 0.000 -2.600 68.25 70.85 0.00 210 259 30.001090.00 0 0.00 100 111 8.550 0.000 7.367 70.85 63.47 0.02 259 159 30.00 20.00 3 1.66 100 17 1.481 0.072 0.000 63.47 61.91 1.56 159 8 30.00 32.00 0 0.00 100 17 1.481 0.072 0.000 61.91 65.61 -3.70 8 9 30.00 33.00 3 1.99 120 18 1.265 0.111 0.000 65.61 61.74 3.87 9 10 30.00 10.00 32 3.32 120 18 1.265 0.111 2.925 61.74 51.35 7.47 10 14 30.00 36.00 222 3.99 120 18 1.265 0.111 0.000 51.35 46.93 4.42 14 15 30.00 10.00 2 1.33 120 18 1.265 0.111 4.333 46.93 41.34 1.25 15 16 30.00 5.75 222 15.90 120 9 1.400 0.067 0.000 41.34 39.88 1.46 16 17 30.00 8.00 2 5.30 120 9 1.400 0.067 3.467 39.88 35.52 0.90 17 18 30.00 2.00 0 0.00 120 9 1.400 0.067 0.000 35.52 35.38 0.13 i8 19 0.00 0.25 3 3.31 120 9 1.109 0.000 0.000 35.38 35.38 0.00 18 20 30.00 18.25 3 3.31 120 9 1.109 0.210 0.000 35.38 30.86 4.52 A MAX. VELOCITY OF 9.96 ft./sec. OCCURS BETWEEN REF. PT. 18 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH r PER -06-2001 02:34 P11 tli-IRCHION TJ.4L14SSOCIATES 781 4SO 9654 J -6 / Al I'l I 7' > '�--- YM13 PLOT PLAN NLTE HOME CCRn"A'00N RE 1 5 THE RIGHT TD ►SAKE FIELD p1ANGE5 YO NM ORDER TO ACHIEVE PROPOER SITE DRAINAGE. DEET SETBACK R£QWRENTS• AVOID LEDGE OR ACCOMu00ATf THE CONSTRUCTION OF THE NOME IN T1+E MOST OpTTo E WAY. THESE 0145 A C7MNWENTS AC M MADE wl E CO CONSUliAT10M NTH THE BUYER � ORGER TO ExPEA1TE THE CObySTRUCTiC1N OF THE HOME' PROPOSED S(TE PLAN ARCN!ONDA & ASSOC.,L.P. SOT 5N M FOREST VIEW ESTATES Et4GNEERING AND PLANNWNC CeNSULTANTS OR?N ANOQVER, MA PRfPARiD FOR 62 WoNwALE AW- SUITE I STO PULTE HOME GO• or NEW ENGLAND 61 int 4.�� 38-6 Q1 A 257 TURNPIKE ROAD — SUITE 200 SCALE: 1"=20' DATE: 2/06/01 SOUTHBpROUGN. WASSACKUSETM 01772 R ` Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #47A,FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.18 gpm AT A PRESSURE OF 56.30 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM --------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 9 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #47A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm tC] THE INSIDE HOSE00M- [ ] RACK SPKLR' S . [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.18 gpm AVAILABLE PRESSURE 97.57 psi AT 310.18 gpm OPERATING PRESSURE 74.31 psi AT 310.18 gpm PRESSURE REMAINING 23.26 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A (X] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 36.00 22.68 17.63 23 5.40 36.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm tC] THE INSIDE HOSE00M- [ ] RACK SPKLR' S . [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.18 gpm AVAILABLE PRESSURE 97.57 psi AT 310.18 gpm OPERATING PRESSURE 74.31 psi AT 310.18 gpm PRESSURE REMAINING 23.26 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A (X] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 8 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #47A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 60.18 135.00 0 0.00 100 111 8.550 0.000 0.000 74.31 68.30 6.01 209 210 60.18 835.00 3 64.21 100 111 12.640 0.000 2.600 68.30 65.70 0.01 210 211 60.18 150.00 3 34.91 100 111 8.550 0.000 2.600 65.70 63.09 0.01 211 147 60.18 20.00 3 1.66 100 17 1.481 0.261 0.000 63.09 57.44 5.65 147 7 60.18 18.00 2 1.18 100 17 1.481 0.261 0.000 57.44 58.43 -0.99 7 8 60.18 6.75 322 5.64 120 18 1.505 0.172 0.000 58.43 56.30 2.13 8 9 45.18 8.75 22 2.66 120 18 1.265 0.236 2.925 56.30 44.68 8.69 9 10 45.18 2.00 2 1.33 120 18 1.265 0.236 0.000 44.68 43.90 0.79 10 11 45.18 2.50 3 1.99 120 18 1.265 0.236 0.000 43.90 42.84 1.06 11 12 45.18 10.00 0 0.00 120 18 1.265 0.236 0.000 42.84 40.48 2.36 12 13 45.18 11.50 2 1.33 120 18 1.265 0.236 0.000 40.48 37.45 3.03 13 14 45.18 7.50 0 0.00 120 18 1.265 0.236 0.000 37.45 35.69 1.77 14 15 45.18 3.50 222 3.99 120 18 1.265 0.236 0.000 35.69 33.92 1.77 15 16 45.18 3.00 32 3.32 120 18 1.265 0.236 0.000 33.92 32.43 1.49 16 17 45.18 8.75 0 0.00 120 18 1.265 0.236 3.792 32.43 26.57 2.06 17 18 45.18 4.50 2 1.33 120 18 1.265 0.236 0.000 26.57 25.20 1.37 18 19 45.18 2.00 22 2.66 120 18 1.265 0.236 0.108 25.20 23.99 1.10 19 20 45.18 8.25 0 0.00 120 18 1.265 0.236 3.575 23.99 18.47 1.95 20 21 22.50 1.00 3 1.99 120 18 1.265 0.065 0.000 18.47 18.28 0.19 20 22 22.68 3.25 3 1.33 120 18 1.025 0.183 0.000 18.47 17.63 0.84 21 23 22.50 3.75 3 1.33 120 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 11 AND 12 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 HYDRAULI C CALCULAT IONS C 0 V E R S H E E T LOT #47A,FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) NUMBER OF BOOSTER PUMPS 0 MINIMUM FLOW PER SPRINKLER 100 78 1540 B O O S T E R P U M P S S P R I N K L E R S MINIMUM PRESSURE PER SPRINKLER (gpm) 31 (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM ----------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #47A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ) TEST AREA 1 [ J TEST AREA 2 [ ] TEST AREA 3 [x`] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 36.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31,00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS [}U THE INSIDE HOSE &M, ' 250.00 qpm [ ) RACK SPKLR S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 G --- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 75.02 psi AT 296.00 gpm PRESSURE REMAINING 22.64 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A D(1 BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ J OTHER DEVICE 4 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #47A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 ' Indicates Equivalent Length. 'T' Indicates Threaded Fitting -_1=45- Elbow, -2=90- Elbow, -3='T'/Cross,-4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 209 210 46.00 46.00 135.00 835.00 0 3 0.00 100 111 8.550 0.000 0.000 75.02 69.02 6.00 210 211 46.00 150.00 3 64.21 34.91 100 100 111 12.640 0.000 2.600 69.02 66.42 0.00 211 147 46.00 20.00 3 1.66 100 111 8.550 0.000 2.600 66.42 63.81 0.01 197 7 46.00 18.00 2 1.18 100 17 17 1.481 0.159 0.000 63.81 60.37 3.44 7 8 46.00 6.75 322 5.64 120 18 1.481 0.159 0.000 60.37 63.33 -2.96 8 9 31.00 8.75 22 2.66 120 18 1.505 0.105 0.000 63.33 62.03 1.30 9 10 31.00 2.00 2 1.33 120 18 1.265 0.117 2.925 62.03 51.77 7.34 10 11 31.00 2.50 3 1.99 120 18 1.265 0.117 0.000 51.77 51.38 0.39 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 0.000 51.38 50.85 0.53 12 13 31.00 11.50 2 1.33 120 18 1.265 0.117 0.000 50.85 49.68 1.17 13 14 31.00 7.50 0 0.00 120 18 1.265 0.117 0.000 49.68 48.17 1.51 14 15 31.00 3.50 222 3.99 120 18 1.265 1.265 0.117 0.000 48.17 47.29 0.88 15 16 31.00 3.00 32 3.32 120 18 1.265 0.117 0.000 47.29 46.41 0.88 16 17 31.00 8.75 0 0.00 120 18 1.265 0.117 0.000 46.41 45.67 0.74 17 18 31.00 4.50 2 1.33 120 18 0.117 3.792 45.67 40.85 1.03 18 19 31.00 2.00 22 2.66 120 18 1.265 0.117 0.000 40.85 40.16 0.68 19 20 31.00 8.25 0 0.00 120 18 1.265 0.117 0.108 40.16 39.51 0.55 20 21 31.00 1.00 3 1.99 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 22 0.00 3.25 3 1.33 120 18 1.265 0.117 0.000 34.97 34.61 0.35 21 23 31.00 3.75 3 1.33 120 18 1.025 0.000 0.000 34.97 34.97 0.00 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JU11.16.2000 5:25Pr1 PULTE HOME CORPORATION OF NE NO.599 P.5-/16 I � 1 / � I cti .2 Fo 1 7.171 / I LGT -4 7A w , 13,381 SF 46' N0 CU fMgs ER --� ____�OPVN SPACE E POITE HOME CORPORA-nON RlSERVES T11E RICHT_TO MAKE FIELD CHANGES TO THIS PLOT PLAN NAL IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE NOME IN THE MOST OPTIMUM WAY. �HESL FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION w►TH THE BUYER IN ORDER TD EXPEDITE THE CONSTRUCTION OF THE HOME PROPOSED SITE PLAN LOT 47A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENOIKEM14C AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02180 267 TURNPIKE ROAD - SUITE 200 (617) 438-9121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1'=20' DATE: 6/14/00 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #56, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.62 gpm AT A PRESSURE OF 58.88 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 1.1:1 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 0 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 456, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 X] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 54.00 23.12 18.33 19 5.40 54.25 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.62 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm THE INSIDE HOSE Qpm, [ ) RACK SPKLR'S. [ ) YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.62 gpm AVAILABLE PRESSURE 97.57 psi AT 310.62 gpm OPERATING PRESSURE 82.56 psi AT 310.62 gpm PRESSURE REMAINING 15.01 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [�L] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE ` Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #56, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA... FRIC. ELEV. FROM TO_ _- DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 60.62 135.00 0 0.00 100 111 8.550 0.000 0.000 82.56 76.55 6.01 209 210 60.62 835.00 3 64.21 100 111 12.640 0.000 2.600 76.55 73.94 0.01 210 217 60.62 685.00 3 34.91 100 111 8.550 0.000 9.967 73.94 63.94 0.04 217 156 60.62 10.00 3 1.66 100 17 1.481 0.264 0.000 63.94 60.86 3.08 156 4 60.62 29.00 2 1.18 100 17 1.481 0.264 0.000 60.86 58.88 1.98 4 5 45.62 16.00 322 4.65 120 18 1.265 0.240 2.925 58.88 44.99 10.96 5 6 45.62 6.75 3 1.99 120 18 1.265 0.240 0.000 44.99 42.89 2.10 6 7 45.62 7.00 0 0.00 120 18 1.265 0.240 0.000 42.89 41.21 1.68 7 8 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 41.21 40.05 1.16 8 9 45.62 3.50 0 0.00 120 18 1.265 0.240 0.000 40.05 39.20 0.85 9 10 45.62 1.75 0 0.00 120 18 1.265 0.240 0.000 39.20 38.78 0.42 10 11 45.62 7.50 22 2.66 120 18 1.265 0.240 0.217 38.78 36.12 2.44 11 12 45.62 10.00 0 0.00 120 18 1.265 0.240 4.333 36.12 29.39 2.40 12 13 45.62 3.50 2 1.33 120 18 1.265 0.240 0.000 29.39 28.23 1.16 13 14 45.62 5.75 32 3.32 120 18 1.265 0.240 0.000 28.23 26.05 2.18 14 15 45.62 7.75 0 0.00 120 18 1.265 0.240 3.358 26.05 20.83 1.86 1.5 16 45.62 6.50 22 2.66 120 18 1.265 0.240 0.000 20.83 18.63 2.20 16 17 22.50 2.25 22 2.66 120 18 1.025 0.181 0.000 1.8.63 1.7.75 0.88 16 18 23.12 0.25 3 1.33 120 18 1.025 0.190 0.000 18.63 18.33 0.30 17 19 22.50 0.25 3 1.33 120 18 1.025 0.181 0.108 17.75 17.36 0.29 A MAX. VELOCITY OF 11.64 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 16 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ` WATER SUPPLY/DEMAND GRAPH LOT #56, FOREST VIEW ESTATES, NORTH ANDOVER, MA 150.0 .......... ..... _ . ... 140.00 130.00 120.00 ..... P 110.00 R 100.00 E S 9Q 00 80.00 . .... ..... S 70,00 U 60.00 R 50.00 E 40.00 ..... ... 30.00 20.00 10.00 ... 0.00 Suppha: 0 500 1000 1500 2000 78.00 1540.00 psi gprn FLOW (D r�rm ar;c3: 82.5,66 ,. ,Z 'i . Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #56, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (9PM) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpin) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 Spm AT A PRESSURE OF 63.46 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #56, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 54.25 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 qpm THE INSIDE HOSE pQPn, [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 82.69 psi AT 296.00 gpm PRESSURE REMAINING 14.97 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [�C] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. ., Fire Protection Specialists LOT #56, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45-Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 209 210 46.00 46.00 135.00 835.00 0 0.00 100 111 8.550 0.000 0.000 82.69 76.69 6.00 210 217 46.00 685.00 3 3 64.21 34.91 100 100 111 12.640 0.000 2.600 76.69 74.09 0.00 217 156 46.00 10.00 3 1.66 100 111 17 8.550 0.000 9.967 74.09 64.10 0.02 156 4 46.00 29.00 2 1.18 100 17 1.481 0.159 0.000 64.10 62.25 1.85 4 5 31.00 16.00 322 4.65 120 18 1.481 1.265 0.159 0.000 62.25 63.46 -1.21 5 6 31.00 6.75 3 1.99 120 18 1.265 0.117 2.925 63.46 52.11 8.42 6 7 31.00 7.00 0 0.00 120 18 1.265 0.117 0.117 0.000 52.11 51.08 1.03 7 8 31.00 3.50 2 1.33 120 18 1.265 0.117 0.000 0.000 51.08 50.26 50.26 0.82 8 9 9 10 31.00 31.00 3.50 1.75 0 0.00 120 18 1.265 0.117 0.000 49.69 49.69 49.28 0.57 0.41. 10 11 31.00 7.50 0 22 0.00 2.66 120 120 18 1.265 0.117 0.000 49.28 49.08 0.21 it 12 31.00 10.00 0 0.00 120 18 18 1.265 0.117 0.217 49.08 47.67 1.19 12 13 31.00 3.50 2 1.33 120 18 1.265 0.117 4.333 47.67 42.16 1.17 13 14 31.00 5.75 32 3.32 120 18 1.265 0.117 0.000 42.16 41.59 0.57 14 15 31.00 7.75 0 0.00 120 18 1.265 0.117 0.000 41.59 40.53 1.07 15 16 31.00 6.50 22 2.66 120 18 1.265 0.117 3.358 40.53 36.26 0.91 16 17 31.00 2.25 22 2.66 120 18 1.265 0.117 0.000 36.26 35.18 1.08 16 18 0.00 0.25 3 1.33 120 18 1.025 0.327 0.000 35.18 33.58 1.61 17 19 31.00 0.25 3 1.33 120 18 1.025 0.000 0.000 35.18 35.18 0.00 1.025 0.327 0.108 33.58 32.95 0.52 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUTA-16.2000 5:28PM PULTE HOME CORPORATION OF NE NO.599 P.10ii6 1 7+00 r'rrfr' � 1 2' / r 2 161 0 / /TF=162.0 i CF= 154.5 X BF= 153.3 ro 17' r � 153x5 BOS �� a9• LOT 56 of rl�gssq %7,303 SF 8 N . / is 5 con PULTE HOME COAPORATIQN RES RYES THE RIGHT TO MAKE ME CHANGES TO THIS PLOT PIAN S L IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEOW OR ACCMAYBE MARE WIITEHOUT COMLrATION WITHOF THE THEallYER IN ORDER TIN THE MO'ST O EXPEDITE THE CONSTRUFIELD CTION OFTHEHOME. PROPOSED SITE PLAN LOT 56 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR _ _ PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALE AvE. SUITE I $67 TURNPIKE ROAD - SUITE 200 STONEHAM, MA. 02180 (817) 438-6121 SGUTHOOROuq{, MASSACHUSETTS 07772 SCALE, 1'=20' DATE; 5/14/00 Y' 14 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #5A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (qpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.17 gpm AT A PRESSURE OF 56.30 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' I . Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #5A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN:, [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [)( REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 50.00 22.67 17.63 23 5.40 50.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.17 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm ['X] THE INSIDE HOSE COM [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.17 gpm AVAILABLE PRESSURE 97.57 psi AT 310.17 gpm OPERATING PRESSURE 81.41 psi AT 310.17 gpm PRESSURE REMAINING 16.16 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [�(] BACKFLOW PREVENTER L I METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 0 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #5A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45- Elbow, -2=90- Elbow, -3='T'/Cross,-4=Butterfly-Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 207 60.17 465.00 0 0.00 100 111 8.550 0.000 11.267 81.41 64.12 6.02 207 105 60.17 20.00 3 1.66 100 17 1.481 0.261 0.000 64.12 58.47 5.65 105 7 60.17 19.00 2 1.18 100 17 1.481 0.261 0.000 58.47 59.21 -0.73 7 8 60.17 11.25 322 5.64 120 18 1.505 0.172 0.000 59.21 56.30 2.91 8 9 45.17 8.75 22 2.66 120 18 1.265 0.236 2.925 56.30 44.68 8.69 9 10 45.17 2.00 2 1.33 120 18 1.265 0.236 0.000 44.68 43.90 0.79 10 11 45.17 2.50 3 1.99 120 18 1.265 0.236 0.000 43.90 42.84 1.06 11 12 45.17 1.0.00 0 0.00 120 18 1.265 0.236 0.000 42.84 40.4.8 2.36 12 13 45.17 11.50 2 1.33 120 18 1.265 0.236 0.000 40.48 37.45 3.03 13 14 45.17 7.50 0 0.00 120 18 1.265 0.236 0.000 37.45 35.68 1.77 14 15 45.17 3.50 222 3.99 120 18 1.265 0.236 0.000 35.68 33.92 1.77 15 16 45.17 3.00 32 3.32 120 18 1.265 0.236 0.000 33.92 32.43 1.49 16 17 45.17 8.75 0 0.00 120 18 1.265 0.236 3.792 32.43 26.57 2.06 17 18 45.17 4.50 2 1.33 120 18 1.265 0.236 0.000 26.57 25.20 1.37 18 19 45.17 2.00 22 2.66 120 18 1.265 0.236 0.108 25.20 23.99 1.10 19 20 45.17 8.25 0 0.00 120 18 1.265 0.236 3.575 23.99 18.47 1.95 20 21 22.50 1.00 3 1.99 120 18 1.265 0.065 0.000 18.47 18.28 0.19 20 22 22.67 3.25 3 1.33 1.20 18 1..025 0.1.83 0.000 1.8.47 17.63 0.84 21 23 22.50 3.75 3 1.33 120 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 13 AND 14 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. C"'T W.111: . ..... .. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT 45A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #5A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ J TEST AREA 2 [ ] TEST AREA 3 [(] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 50.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [�(J THE INSIDE HOSE DOM, [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 81.72 psi AT 296.00 gpm PRESSURE REMAINING 15.94 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [�Q BACKFLOW PREVENTER [ J METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #5A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1_45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 207 46.00 465.00 0 0.00 100 111 8.550 0.000 11.267 81.72 64.44 6.01 207 105 46.00 20.00 3 1.66 100 17 1.481 0.159 0.000 64.44 61.00 3.44 105 7 46.00 19.00 2 1.18 100 17 1.481 0.159 0.000 61.00 63.80 -2.80 7 8 46.00 11.25 322 5.64 120 18 1.505 0.105 0.000 63.80 62.03 1.77 8 9 31.00 8.75 22 2.66 120 18 1.265 0.117 2.925 62.03 51.77 7.34 9 10 31.00 2.00 2 1.33 120 18 1.265 0.117 0.000 51.77 51.38 0.39 10 11 31.00 2.50 3 1.99 120 18 1.265 0.117 0.000 51.38 50.85 0.53 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 0.000 50.85 49.68 1..17 12 13 31..00 11.50 2 1.33 120 18 1.265 0.117 0.000 49.68 48.17 1.51 13 14 31.00 7.50 0 0.00 120 18 1.265 0.117 0.000 48.17 47.29 0.88 14 15 31.00 3.50 222 3.99 120 18 1.265 0.117 0.000 47.29 46.41 0.88 15 16 31.00 3.00 32 3.32 120 18 1.265 0.117 0.000 46.41 45.67 0.74 16 17 31.00 8.75 0 0.00 120 18 1.265 0.117 3.792 45.67 40.85 1.03 17 18 31.00 4.50 2 1.33 120 18 1.265 0.117 0.000 40.85 40.16 0.68 18 19 31.00 2.00 22 2.66 120 18 1.265 0.117 0.108 40.16 39.51 0.55 19 20 31.00 8.25 0 0.00 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 21 31.00 1.00 3 1.99 120 18 1.265 0.117 0.000 34.97 34.61 0.35 20 22 0.00 3.25 3 1.33 120 1.8 1.025 0.000 0.000 34.97 34.97 0.00 21 23 31.00 3.75 3 1.33 120 18 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUN.16.2000 5:25PM PULTE HOME CORPORATION OF NE-NO.59P. 4/ 00 `--- I .01 i o � � gF r 156 gOt�,�5q.9 4O `� ul ybl IA UF Y —~ N .4 PULTE NOME COPPORATIO RN ES ESERYTHE RIGHT TO MAKE FIELD CHANGES M THIS PLOT PLAN r INV IN ORDER TO ACHIEVE PfROPOER SITE DRAINAGE, MEET SMACK REQUIREMENTS. AVOID QEDCE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY RE MADE WITHOUT CONSULTATION YATH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 5A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L,P. NORTH ANDOVER, MA ENGINEERING ANP PI.ANNING CONSULTANTS PREPARED FOR PUL.TE HOME CORP. OF NEW ENGLAND 62 TO EIIAM,TYA" AVE.SMITE I 180 257 TURNPIKE ROAD - SUITE 200 �617)4� 8 21 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: I"-20' DATE; 6/14/00 0 w Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T LOT #86A,FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.17 gpn? AT A PRESSURE OF 56.30 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRONe (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' J /rti�f Z�II �9 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 486A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE i HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ J TEST AREA 2 [ ] TEST AREA 3 X REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 50.00 22.67 17.62 23 5.40 50.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.17 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm �] THE INSIDE HOSE dONi. [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING, PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.17 gpm AVAILABLE PRESSURE 97.57 psi AT 310.17 gpm OPERATING PRESSURE 88.03 psi AT 310.17 gpm PRESSURE REMAINING 9.54 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [�] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ J OTHER DEVICE 9 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 486A,FOREST VIEW ESTATES, NORTH ANDOVER, IIIA A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 10 AND 11 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North King'stOwt] R.I. U.S.A. WAGE 2 FITTING EgUiValent Length der NFPA 13 1994, 6-4.3 `-' IndicateS Equivalent LeftgLh. 'T' IndicaLeS Threaded Fitting Elbow, Elbow, Valve, S=Gate Valve, 6=Swing Check --1=45- -2=90- -3='T'/Cross,-4=Butterfly Valve FROM TO FLOW (gpm) PIPE. FITS EQV. H -W PIPE DIA.. FRIG. ELEV. FROM TO DTFF (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 202 203 60.17 60.17 45.00 125.00 0 0 0.00 100 ill 8.550 0.000 1.733 88.03 ^00.29 6.00 203 204 60.17 75,00 0 0.00 0,00 100 100 111 8.550 0.000 2.600 80.29 77.69 0.01 204 208 60.17 280,00 0 0,Q0 100 111 111 81550 0,000 2,600 77.69 75,08 0,04 208 186 60.17 50.00 3 1.66 100 8.550 0.000 4.333 75.08 70,74 0.01 186 7 60.17 18.00 2 1.18 100 17 17 1.481 0.261 0.000 70.74 57.26 13.47 7 8 60.17 5.75 322 5.64 120 18 1.481 0.261 0.000 57.26 58.26 -1.00 8 9 45.17 8.75 22 2.66 120 18 1.505 0.172 0.000 58.26 56.30 1.96 9 1.0 45.1.7 2.00 2 1.33 120 18 1.265 1.265 0,236 2.925 56.3? 44.68 8.69 10 11 45.17 2.50 3 1.99 120 18 0.236 0.000 44.68 43.90 0.79 11 12 45.17 10.00 0 0.00 120 18 1.265 0.236 0.000 43.90 42.84 1.06 12 13 45.17 11.50 2 1.33 120 18 1.265 0.236 0.000 42.84 40.47 2,37 13 14 45.17 7,50 0 0.00 120 18 1.265 0.236 0.000 40.47 37.45 3.03 14 15 45.17 3.50 222 3.99 120 18 1.265 1.265 0.236 O.Ooo 37.45 1.77 15 16 45.17 3.00 32 3.32 120 18 1.265 0.236 0.000 35.68 33.9] 1.77 16 17 45.17 8.75 0 0.00 120 18 1,265 0.236 0.236 0.000 33.91 32.42 1.49 17 18 45.17 4.50 2 1.33 120 18 1.265 0.236 3.792 0.000 32.42 26.57 2,06 1.8 19 4.5.17 2.00 22 2.66 120 18 1.265 0.236 0.108 26.57 25.19 1.37 19 20 20 21 45.17 22.50 8.25 0 0.00 120 18 1.265 0.236 3.575 2.5..19 23.98 23.94 1.8.46 1,,p 20 22 22.67 1.00 3.25 3 3 1.99 1.33 120 18 1.265 0.065 0.000 18.46 18.28 1.95 0.19 21 23 22.50 3.75 3 1.33 120 120 18 1.025 0.183 0.000 18.46 17.62 0,84 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 10 AND 11 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North King'stOwt] R.I. U.S.A. .......... .... .. . . K A 10 16 J Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T 1 0 N S C O V E R S H E E T LOT 486A,FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B 0 0 S T E R P U M P 5 NUMBER OF BOOSTER PUMPS 0 S P R I iii K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 -DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 486A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE i HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 X REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 50.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm 2k THE INSIDE HOSE 00 - ( ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 85.75 psi AT 296.00 gpm PRESSURE REMAINING 11.92 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [Xj BACKFLOW PREVENTER [ j METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 6 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #86A,FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ----------=--=---------=-���=�==--------------- FROM - - - FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFFc (gpm) (ft) (ft) C TYPE (in) (Psi) (Psi) (psi)(pSi) (psi) 1 202 46.00 45.00 0 0.00 100 111 8.550 0.000 1.733 85.75 78.01 6.00 202 203 46.00 125.00 0 0.00 100 ill 8.550 0.000 2.600 78.01 75.41 0.00 203 204 46.00 75.00 0 0.00 100 111 8.550 0.000 2.600 75.41 72.81 0.00 204 208 46.00 280.00 0 0.00 100 ill 8.550 0.000 4.333 72.81 68.46 0.01 208 186 46.00 50.00 3 1.66 100 17 1.481 0.159 0.000 68.46 60.27 8.19 186 7 46.00 18.00 2 1.18 100 17 1.481 0.159 0.000 60.27 63.23 -2.96 7 8 46.00 5.75 322 5.64 120 18 1.505 0.105 0.000 63.23 62.03 1.19 8 9 31.00 8.75 22 2.66 120 18 1.265 0.117 2.925 62.03 51.77 7.34 9 10 31.00 2.00 2 1.33 120 18 1.265 0.117 0.000 51.77 51.38 0.39 10 11 31.00 2.50 3 1.99 120 18 1.265 0.117 0.000 51.38 50.85 0.53 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 0.000 50.85 49.68 1.17 12 13 31.00 11.50 2 1.33 120 18 1.265 0.117 0.000 49.68 48.17 1.51 13 14 31.00 7.50 0 0.00 120 18 1.265 0.117 0.000 48.17 47.29 0.88 14 15 31.00 3.50 222 3.99 120 18 1.265 0.117 0.000 47.29 46.41 0.88 15 16 31.00 3.00 32 3.32 120 18 1.265 0.117 0.000 46.41 45.67 0.74 16 17 31.00 8.75 0 0.00 120 18 1.265 0.117 3.792 45.67 40.85 1.03 17 18 31.00 4.50 2 1.33 120 18 1.265 0.117 0.000 40.85 40.16 0.68 18 19 31.00 2.00 22 2.66 120 18 1.265 0.117 0.108 40.16 39.51 0.55 19 20 31.00 8.25 0 0.00 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 21 31.00 1.00 3 1.99 120 18 1.265 0.117 0.000 34.97 34.61 0.35 20 22 0.00 3.25 3 1.33 120 18 1.025 0.000 0.000 34.97 34.97 0.00 21 23 31.00 3.75 3 1.33 120 18 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. r JUN -16.2000 5:29PI.1 PULTE HOME CORPORATION OF NE r TOT 11,101 ~� ( 160 TF�l182.0 rd 15 N0.599 P,lli16 15 l 1 6' PULTE HOME 0APORATION RESEf(V—ES THE RIGHT TO M"l FIELD CHANCES �O THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK RCOUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY, MESE FIELD ADJUSTMENTS MAY RE MADE WITHOUT CONSULTATION VATH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUC110H OF THE HOME. PROPOSED SITE PLAN LOT 86A FOREST VIEW ESTATES MARCHIONQA & ASSOC.,L,P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP, OF NEW ENGLAND 62 MONTVALE AVE. SUITE I 237 TURNPIKE ROAD - SUITE 200 STONEHAM. MA, 02780 SOUTHe0RPUGM. NASSACMUSETTS 01772 SCALE: 1'+2D'(517) A38 -61212D' DATE: 6/14/00 c Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 HYDRAULIC CALCULAT I ONS COVER S H EET LOT #3A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.18 gpm AT A PRESSURE OF 56.30 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' moi: Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #3A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [k] THE INSIDE HOSE Q6M [ ) RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.18 gpm AVAILABLE PRESSURE 97.57 psi AT 310.18 gpm OPERATING PRESSURE 77.07 psi AT 310.18 gpm PRESSURE REMAINING 20.50 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A CXl BACKFLOW PREVENTER [ J METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ) TEST AREA 3 [Y] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 40.00 22.68 17.63 23 5.40 40.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [k] THE INSIDE HOSE Q6M [ ) RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.18 gpm AVAILABLE PRESSURE 97.57 psi AT 310.18 gpm OPERATING PRESSURE 77.07 psi AT 310.18 gpm PRESSURE REMAINING 20.50 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A CXl BACKFLOW PREVENTER [ J METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #3A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 `-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45- Elbow, -2=90- Elbow, -3='T`/Cross,-4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV, FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 60.18 45.000 0.00 100 111 8.550 0.000 1.733 77.07 69.34 6.00 202 203 60.18 125.00 0 0.00 100 111 8.550 0.000 2.600 69.34 66.73 0.01 203 204 60.18 75.00 0 0.00 100 111 8.550 0.000 2.600 66.73 64.13 0.00 204 103 60.18 20.00 3 1.66 100 17 1.481 0.261 0.000 64.13 58.48 5.65 103 7 7 60.18 19.00 2 1.18 100 17 1.481 0.261 0.000 58.48 59.21 -0.73 8 60.18 11.25 322 5.64 120 18 1.505 0.172 0.000 59.21 56.30 2.91 8 9 9 10 45.18 45.18 8.75 22 2.66 120 1.8 1.265 0.236 2.925 56.30 44.69 8.69 10 11 45.18 2.00 2.50 2 3 1.33 120 18 1.265 0.236 0.000 44.69 43.90 0.79 11 12 45.18 10.00 0 1.99 0.00 120 120 18 1.265 0.236 0.000 43.90 42.84 1.06 12 13 45.18 11.50 2 1.33 120 18 18 1.265 1.265 0.236 0.236 0.000 0.000 42.84 40.48 2.36 13 14 45.18 7.50 0 0.00 120 18 1.265 0.236 0.000 40.48 37.46 37.46 35.69 3.03 1.77 14 15 15 16 45.18 3.50 222 3.99 120 18 1.265 0.236 0.000 35.69 33.92 1.77 16 17 45.18 45.18 3.00 8.75 32 3.32 120 18 1.265 0.236 0.000 33.92 32.43 1.49 17 18 45.18 4.50 0 2 0.00 120 18 1.265 0.236 3.792 32.43 26.58 2.06 18 19 45.18 2.00 22 1.33 120 18 1.265 0.236 0.000 26.58 25.20 1.38 19 20 45.18 8.25 0 2.66 120 18 1.265 0.236 0.108 25.20 23.99 1.1.0 20 21 22.50 1.00 3 0.00 1.99 120 120 18 1.265 0.236 3.575 23.99 18.47 1.95 20 22 22.68 3.25 3 1.33 120 18 1.265 0.065 0.000 18.47 18.28 0.20 21 23 22.50 3.75 3 1.33 120 18 18 1.025 0.183 0.000 18.47 17.63 0.84 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier &._b�eils Mechanicai Contractors, Inc--_ _ Frazier & Wells Mechanical Contractors, Inc. Fire ProtectionSpecialists PO Box 510, Methuen, MA 018414 H Y D R A U L I C C A L C U L A 'T 1 0 N S COVER SHEE 'P LOT #3A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S 0 P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) "78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) riPES USED r'OR THIS SYSTEM -------------------- !I DUCTILE 1RON (3501) 01.7 CnPPER TYPE. 'K' 018 COPPER TYPE 'L' Fire Protection Speci.aii3— LOT #3A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 40.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [X] THE INSIDE HOSE A6W► [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 77.38 psi AT 296.00 gpm PRESSURE REMAINING 20.28 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A (x] BACKFLOW PREVENTER [ ] METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #3A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting -.1=45-Elbow,-2=90-Elbow,-3='T'/Cross, 4=Butterfly-Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 46.00 45.00 0 0.00 100 111 8.550 0.000 1.733 77.38 69.65 6.00 202 203 46.00 125.00 0 0.00 100 ill 8.550 0.000 2.600 69.65 67.04 0.00 203 204 46.00 75.00 0 0.00 100 111 8.550 0.000 2.600 67.04 64.44 0.00 204 103 46.00 20.00 3 1.66 100 17 1.481 0.159 0.000 64.44 61.00 3.44 103 7 7 46.00 19.00 2 1.18 100 17 1.481 0.159 0.000 61.00 63.80 -2.80 8 8 46.00 11.25 322 5.64 120 18 1.505 0.105 0.000 63.80 62.03 1.77 9 31.00 8.75 22 2.66 120 18 1.265 0.117 2.925 62.03 51.77 7.34 9 10 10 11 31.00 2.00 2 1.33 120 18 1.265 0.117 0.000 51.77 51.38 0.39 11 12 31.00 31.00 2.50 3 1.99 120 18 1.265 0.117 0.000 51.38 50.85 0.53 12 13 31.00 10.00 11.50 0 2 0.00 120 18 1.265 0.117 0.000 50.85 49.68 1.17 13 14 31.00 7.50 0 1.33 0.00 120 18 1.265 0.117 0.000 49.68 48.17 1.51 14 15 31.00 3.50 222 3.99 120 120 18 18 1.265 0.117 0.000 48.17 47.29 0.88 15 16 31.00 3.00 32 3.32 120 18 1.265 1.265 0.117 0.117 0.000 0.000 47.29 46.41 0.88 16 17 31.00 8.75 0 0.00 120 18 1.265 0.117 3.792 46.41 45.67 45.67 40.85 0.74 1.03 17 18 18 19 31.00 31.00 4.50 2 1.33 120 18 1.265 0.117 0.000 40.85 40.16 0.68 19 20 31.00 2.00 8.25 22 2.66 120 18 1.265 0.117 0.108 40.16 39.51 0.55 20 21 31.00 1.00 0 3 0.00 1.99 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 22 0.00 3.25 3 1.33 120 120 18 1.265 0.117 0.000 34.97 34.61 0.35 21 23 31.00 3.75 3 1.33 120 18 18 1.025 0.000 0.000 34.97 34.97 0.00 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUN.16.2000 5:24PM PULTE HOME CORPORATION OF NE f 34 NO.599 P.2i16 I'919 all S'F 14 , 0 (40 OF Mqs � / I L �� / N • i s/ AL. PULTE HOME CORpORAIJUN RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SMjLCK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY, THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE GUYS IN ORDER TO WEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PIAN LOT 3A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALE AVE. SUITE I T37 TURNPIKE ROAD — SUITE 200 STONE4 MA. O (8177)) a38 -8t21 SOUTHBOROUGH. MASSACHuWTM 01772 SCALE: 1"=20' DATE: 6/14/QO Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT 487, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 23.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.17 gpm AT A PRESSURE OF 56.30 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'E' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #87, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ I TEST AREA 3 [ I REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft qpm psi 22 5.40 50.00 22.67 17.62 23 5.40 50.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.17 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.17 gpm AVAILABLE PRESSURE 97.57 psi AT 310.17 gpm OPERATING PRESSURE 89.66 psi AT 310.17 gpm PRESSURE REMAINING 7.91 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A ] BACKFLOW PREVENTER [ ] METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE m Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #87, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 .Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS E.QV. H -W PIPE DIA.. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C 'TYPE (in) (psi.) (psi) (psi) (psi) (psi.) 1 202 60.17 45.00 0 0.00 100 111 8.550 0.000 1.733 89.66 81.93 6.00 202 203 60.17 125.00 0 0.00 100 111 8.550 0.000 2.600 81.93 79.32 0.01 203 204 60.17 75.00 0 0.00 100 111 8.550 0.000 2.600 79.32 76.72 0.00 204 206 60.17 200.000 0.00 100 111 8.550 0.000 4.333 76.72 72.37 0.01 206 187 60.17 50.00 3 1.66 100 17 1.481 0.261 0.000 72.37 58.90 13.47 187 7 60.17 19.00 2 1.18 100 17 1.481 0.261 0.000 58.90 59.63 -0.73 7 8 60.17 13.75 322 5.64 120 18 1.505 0.172 0.000 59.63 56.30 3.34 8 9 45.17 8.75 22 2.66 120 18 1.265 0.236 2.925 56.30 44.68 8.69 9 1.0 45.1.7 2.00 2 1..33 120 18 1..265 0.236 0.000 44.68 43.90 0.79 10 11 45.17 2.50 3 1.99 120 18 1.265 0.236 0.000 43.90 42.84 1.06 11 12 45.17 10.00 0 0.00 120 18 1.265 0.236 0.000 42.84 40.47 2.37 12 13 45.17 11.50 2 1.33 120 18 1.265 0.236 0.000 40.47 37.44 3.03 13 14 45.17 7.50 0 0.00 120 18 1.265 0.236 0.000 37.44 35.68 1.77 14 15 45.17 3.50 222 3.99 120 18 1.265 0.236 0.000 35.68 33.91 1.77 15 16 45.17 3.00 32 3.32 120 18 1.265 0.236 0.000 33.91 32.42 1.49 16 17 45.17 8.75 0 0.00 120 18 1.265 0.236 3.792 32.42 26.56 2.06 17 18 45.17 4.50 2 1.33 120 18 1.265 0.236 0.000 26.56 25.19 1.37 18 19 45.17 2.00 22 2.66 120 18 1.265 0.236 0.108 25.19 23.98 1.10 19 20 45.17 8.25 0 0.00 120 18 1..265 0.236 3.575 23.98 18.46 1.95 20 21 22.50 1.00 3 1.99 120 18 1.265 0.065 0.000 18.46 18.28 0.19 20 22 22.67 3.25 3 1.33 120 18 1.025 0.183 0.000 18.46 17.62 0.84 21 23 22.50 3.75 3 1.33 120 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L L U L A T I O N S C 0 V° E R S H E T= LOT #87, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B 0 0 S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350)= 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists ,OT 487, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 ( ] TEST AREA 2 ( ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 50.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. I IS 250.00 gpm { ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 86.74 psi AT 296.00 gpm PRESSURE REMAINING 10.92 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A j BACKFLOW PREVENTER ( l METER [ ] DETECTOR CHECK VALVE ( ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 487, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi-) 1 202 46.00 45.00 0 0.00 100 111 8.550 0.000 1.733 86.74 79.01 6.00 202 203 46.00 125.00 0 0.00 100 111 8.550 0.000 2.600 79.01 76.40 0.00 203 204 46.00 75.00 0 0.00 100 111 8.550 0.000 2.600 76.40 73.80 0.00 204 206 46.00 200.00 0 0.00 100 111 8.550 0.000 4.333 73.80 69.46 0.01 206 187 46.00 50.00 3 1.66 100 17 1.481 0.159 0.000 69.46 61.27 8.19 187 7 46.00 19.00 2 1.18 100 17 1.481 0.159 0.000 61.27 64.06 -2.80 7 8 46.00 13.75 322 5.64 120 18 1.505 0.105 0.000 64.06 62.03 2.03 8 9 31.00 8.75 22 2.66 120 18 1.265 0.117 2.925 62.03 51.77 7.34 9 10 31.00 2.00 2 1.33 120 18 1.265 0.117 0.000 51.77 51.38 0.39 10 11 31.00 2.50 3 1.99 120 18 1.265 0.117 0.000 51.38 50.85 0.53 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 0.000 50.85 49.68 1.17 12 13 31.00 11.50 2 1.33 120 18 1.265 0.117 0.000 49.68 48.17 1.51 13 14 31.00 7.50 0 0.00 120 18 1.265 0.117 0.000 48.17 47.29 0.88 14 15 31.00 3.50 222 3.99 120 18 1.265 0.117 0.000 47.29 46.41 0.88 15 16 31.00 3.00 32 3.32 120 18 1.265 0.117 0.000 46.41 45.67 0.74 16 17 31.00 8.75 0 0.00 120 18 1.265 0.117 3.792 45.67 40.85 1.03 17 18 31.00 4.50 2 1.33 120 18 1.265 0.117 0.000 40.85 40.16 0.68 18 19 31.00 2.00 22 2.66 120 18 1.265 0.117 0.108 40.16 39.51 0.55 19 20 31.00 8.25 0 0.00 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 21 31.00 1.00 3 1.99 120 18 1.265 0.117 0.000 34.97 34.61 0.35 20 22 0.00 3.25 3 1.33 120 18 1.025 0.000 0.000 34.97 34.97 0.00 21 23 31.00 3.75 3 1.33 120 18 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JI_IIl.16.2000 5:29Pill PULTE HOME CORPORATION OF NE IjO.Syy P.lc 16 d PULTE MOMS coRPORA1i0N RESERVES T`11E R HT TO MAKE FICLD C NGE5 T THIS PLO_~TPLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 87 FOREST VIEW ESTATES NORTH ANDOVER, MA PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 257 TURNPIKE ROAD - SUITE 200 SDUTM5QR000H, MASSACHUSETTS 01772 MARCHIONDA & ASSOC.,L.P ENGINEERING AND PLANNING CONSULTANTS 92 MONTVALE AVE, SUITE I STONEHAM, MA. 02160 (617) 439--6121 SCALE: l'-20' DATE: 6/14/00 8 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T LOT 44A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 47.44 gpm AT A PRESSURE OF 62.91 psi AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM -------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 1 A & 4� 0 - A 7/off ' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #4A, FOREST VIEW ESTATES, NORTH ANDOVER, MA HYDRAULIC CALCULATIONS AT SPECIFIED FLOW PAGE 1 THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ J REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 46.75 24.94 21.33 20 5.40 46.75 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 47.44 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 312.44 gpm AVAILABLE PRESSURE 97.55 psi AT 312.44 gpm OPERATING PRESSURE 83.26 psi AT 312.44 gpm PRESSURE REMAINING 14.29 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE T Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #4A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 205 62.44 350.000 0.00 100 111 8.550 0.000 9.533 83.26 67.71 6.02 205 104 62.44 20.00 3 1.66 100 17 1.481 0.279 0.000 67.71 61.66 6.05 104 9 62.44 17.00 0 0.00 100 17 1.481 0.279 0.000 61.66 62.91 -1.25 9 10 47.44 4.50 322 4.65 120 18 1.265 0.258 0.000 62.91 54.55 8.36 10 11 47.44 17.50 22 2.66 120 18 1.265 0.258 2.925 54.55 46.42 5.21 11 12 47.44 1.75 0 0.00 120 18 1.265 0.258 0.000 46.42 45.97 0.45 12 13 47.44 8.25 2 1.33 120 18 1.265 0.258 0.000 45.97 43.49 2.48 13 14 47.44 15.25 2 1.33 120 18 1.265 0.258 0.000 43.49 39.21 4.28 14 15 47.44 10.00 2 1.33 120 18 1.265 0.258 4.333 39.21 31.95 2.93 15 16 47.44 5.75 22 2.66 120 18 1.265 0.258 0.000 31.95 29.78 2.17 16 17 47.44 8.00 2 1.33 120 18 1.265 0.258 3.467 29.78 23.90 2.41 17 18 47.44 2.25 32 3.32 120 18 1.265 0.258 0.000 23.90 22.46 1.44 18 19 47.44 0.25 3 1.33 120 18 1.025 0.719 0.000 22.46 21.33 1.14 19 20 22.50 18.00 322 3.99 120 18 1.025 0.181 0.000 21.33• 17.36 3.97 A MAX. VELOCITY OF 18.44 ft./sec. OCCURS BETWEEN REF. PT. 18 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ' WATER SUPPLY/DEMAND GRAPH LOT FORESTSTATES. NOR. VIEW E.,,,,. NORTH ANDOVER,. IIIA 150.00 ... .. 140.00 130.00 120.00 .; P 110.00 R 100.00 . E 90.00 S 80.00 ._ ... S 70.00 U60.00 R 50.00 E 40.00 . ....... .. .... 30.00 .... 20.00 ;.. ... 10.00 0.00 Supply: 0 500 1000 1500 2000 78.00 1540.00 psi gpm Dern ni Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #4A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 68.17 psi AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #4A, FOREST VIEW ESTATES, NORTH ANDOVER, MA HYDRAULIC CALCULATIONS AT SPECIFIED FLOW PAGE 1 THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 20 5.40 46.75 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm ( ] THE INSIDE HOSE [ ) RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 83.85 psi AT 296.00 gpm PRESSURE REMAINING 13.81 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 0 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #4A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 205 46.00 350.00 0 0.00 100 111 8.550 0.000 9.533 83.85 68.31 6.01 205 104 46.00 20.00 3 1.66 100 17 1.481 0.159 0.000 68.31 64.87 3.44 104 9 46.00 17.00 0 0.00 100 17 1.481 0.159 0.000 64.87 68.17 -3.30 9 10 31.00 4.50 322 4.65 120 18 1.265 0.117 0.000 68.17 61.10 7.07 10 11 31.00 17.50 22 2.66 120 18 1.265 0.117 2.925 61.10 55.81 2.37 11 12 12 13 31.00 31.00 1.75 0 0.00 120 18 1.265 0.117 0.000 55.81 55.60 0.21 13 14 31.00 8.25 15.25 2 2 1.33 1.33 120 18 1.265 0.117 0.000 55.60 54.48 1.12 14 15 31.00 10.00 2 1.33 120 120 18 18 1.265 1.265 0.117 0.000 54.48 52.53 1.95 15 16 31.00 5.75 22 2.66 120 18 1.265 0.117 0.117 4.333 0.000 52.53 46.87 1.33 16 17 31.00 8.00 2 1.33 120 18 1.265 0.117 3.467 46.87 45.88 45.88 41.32 0.99 17 18 18 19 31.00 31.00 2.25 32 3.32 120 18 1.265 0.117 0.000 41.32 40.66 1.10 0.65 19 20 31.00 0.25 18.00 3 322 1.33 3.99 120 120 18 1.025 0.327 0.000 40.66 40.15 0.52 18 1.025 0.327 0.000 40.15 32.95 7.19 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUN.16.2000 5:24PN PULTE HOME CORPORATION OF NE FT I r - LN 154 1=146.6 0 ` 'F�-1 X6.00 NX CF— 148\50 =' r BF= 147.30 LL - NO.599 P.3/16 i 8pT4 152.0 �8 1 1 LL" 154 ul) Is.N Zor _r �> >919 LO IT J� 11,83 S�I IL s _ FGIs PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANCES TO TNI LOT PLAN 1 s%B�tAL E' IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SEIRACK REQUIREMENTS, AVOID LEDGE OR MAY BE MADE WTHOUTC CONSULTATION V47HOF THE �E UYE ITME N ORDER TO EXPrOIT OST OPTimuM WAY. TMTMTHEECONSTRUCTION OF�NE HOME. PROPOSED SITE PLAN LOT 4A FOREST VIEW ESTATES MARCHIONDA & ASSOC,, L, P. NORTH ANDOVER, MA FWARm FOR ENGINEERING AND PLANNING CONSULTANTS PULTF HOME CORP. OF NEW ENGLAND 62 MONTVALE AVE. SUIT I 257 TURNPIKE ROAD - SUITE 200 STONEHAM. MA. 02180 SOUTHBOROUGH, MASSACHUSETTS 01772 " (6T7) 438-6121 SCAI.I:: 1 •20' DATE: 8/14/00 Inc Frazier & Wells Mechanical Contractors, Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T LOT 491, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (qpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.18 qpm AT A PRESSURE OF 56.30 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 491, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ j TEST AREA 3 [ REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 28.00 22.68 17.63 23 5.40 28.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ THE INSIDE HOSE DUO • [ ] RACK SPKLR'S. [ j YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 qpm TOTAL SYSTEM FLOW 310.18 gpm AVAILABLE PRESSURE 97.57 psi AT 310.18 gpm OPERATING PRESSURE 80.98 psi AT 310.18 gpm PRESSURE REMAINING 16.58 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [�(,] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ j OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #91, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 60.18 45.00 0 0.00 100 111 8.550 0.000 1.733 80.98 73.25 6.00 202 191 60.18 50.00 3 1.66 100 17 1.481 0.261 0.000 73.25 59.77 13.48 191 7 60.18 21.00 2 1.18 100 17 1.481 0.261 0.000 59.77 59.98 -0.21 7 8 60.18 15.75 322 5.64 120 18 1.505 0.172 0.000 59.98 56.30 3.68 8 9 45.18 8.75 22 2.66 120 18 1.265 0.236 2.925 56.30 44.69 8.69 9 10 45.18 2.00 2 1.33 120 18 1.265 0.236 0.000 44.69 43.90 0.79 10 11 45.18 2.50 3 1.99 120 18 1.265 0.236 0.000 43.90 42.84 1.06 11 12 45.18 10.00 0 0.00 120 18 1.265 0.236 0.000 42.84 40.48 2.36 12 13 45.18 11.50 2 1.33 1.20 18 1.265 0.236 0.000 40.48 37.46 3.02 13 14 45.18 7.50 0 0.00 120 18 1.265 0.236 0.000 37.46 35.69 1.77 14 15 45.18 3.50 222 3.99 120 18 1.265 0.236 0.000 35.69 33.92 1.77 15 16 45.18 3.00 32 3.32 120 18 1.265 0.236 0.000 33.92 32.43 1.49 16 17 45.18 8.75 0 0.00 120 18 1.265 0.236 3,792 32.43 26.58 2.06 17 18 45.18 4.50 2 1.33 120 18 1.265 0.236 0.000 26.58 25.20 1.38 18 19 45.18 2.00 22 2.66 120 18 1.265 0.236 0.108 25.20 23.99 1.10 19 20 45.18 8.25 0 0.00 120 18 1.265 0.236 3.575 23.99 1.8.47 1.95 20 21 22.50 1.00 3 1.99 120 18 1.265 0.065 0.000 18.47 18.28 0.20 20 22 22.68 3.25 3 1.33 120 18 1.025 0.183 0.000 18.47 17.63 0.84 21 23 22.50 3.75 3 1.33 120 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #91, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (qpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 491, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 K] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 28.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [�C1 THE INSIDE HOSE RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 77.72 psi AT 296.00 gpm PRESSURE REMAINING 19.94 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [� BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier &. Wells Mechanical Contractors, Inc. / S Fire Protection Specialists LOT #91, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 46.00 45.00 0 0.00 100 111 8.550 0.000 1.733 77.72 69.99 6.00 202 191 46.00 50.00 3 1.66 100 17 1.481 0.159 0.000 69.99 61.79 8.19 191 7 46.00 21.00 2 1.18 100 17 1.481 0.159 0.000 61.79 64.27 -2.48 7 8 46.00 15.75 322 5.64 120 18 1.505 0.105 0.000 64.27 62.03 2.24 8 9 31.00 8.75 22 2.66 120 18 1.265 0.117 2.925 62.03 51.77 7.34 9 10 31.00 2.00 2 1.33 120 18 1.265 0.117 0.000 51.77 51.38 0.39 10 11 31.00 2.50 3 1.99 120 1.8 1.265 0.11.7 0.000 51.38 50.85 0.53 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 0.000 50.85 49.68 1.17 12 13 31.00 11.50 2 1.33 120 18 1.265 0.117 0.000 49.68 48.17 1.51 13 14 31.00 7.50 0 0.00 120 18 1.265 0.117 0.000 48.17 47.29 0.88 14 15 31.00 3.50 222 3.99 120 18 1.265 0.117 0.000 47.29 46.41 0.88 15 16 31.00 3.00 32 3.32 120 18 1.265 0.117 0.000 46.41 45.67 0.74 16 17 31.00 8.75 0 0.00 120 18 1.265 0.117 3.792 45.67 40.85 1.03 17 18 31.00 4.50 2 1.33 120 18 1.265 0.117 0.000 40.85 40.16 0.68 18 19 31.00 2.00 22 2.66 120 18 1.265 0.117 0.108 40.16 39.51 0.55 19 20 31.00 8.25 0 0.00 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 21 31.00 1.00 3 1.99 1.20 18 1.265 0.117 0.000 34.97 34.61 0.35 20 22 0.00 3.25 3 1.33 120 18 1.025 0.000 0.000 34.97 34.97 0.00 21 23 31.00 3.75 3 1.33 120 18 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUH.16.2000 5:32PI'I PULTE HOME CORPORATION OF NE NO.599 P.16i16 i l I 1 11,3: PULTE HOME CORPORATi6N RESERVE'STME RI NT TO MAK FIELD Cr1ANGES TO THIS PLOT PIAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE. MEET SETBACK REQUIREMENTS, AVOID LEPGE OR S SON ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY, T}IESE FIELD ADJUSTMENTS MAY BE MAGE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 91 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANAOVER, MA ENUINEERINO AND PLANNINO CONSULTANTS PREPARED FOR 62 MONTVALE AVE, SUITE I PULTE HOME CORP. OF NEW ENCLAND STONEHAM, MA. 021K 237 TURNPIKE ROAD - SUITE 200 (617) 438-6121 SOUTKOOROPCH, MASSACHUSETTS 01772 SCALE,, 1'-20' DATE 8/14/00 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #l, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.14 gpm AT A PRESSURE OF 57.35 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 61Z 7/0-0 �C Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists SLOT #1, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ) TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 33.25 22.64 17.58 24 5.40 33.25 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.14 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.14 gpm AVAILABLE PRESSURE 97.57 psi AT 310.14 gpm OPERATING PRESSURE 70.77 psi AT 310.14 gpm PRESSURE REMAINING 26.80 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [ ) BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 41, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ---------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 60.14 135.00 0 0.00 100 111 8.550 0.000 0.000 70.77 64.76 6.01 209 210 60.14 835.00 3 64.21 100 111 12.640 0.000 2.600 64.76 62.16 0.01 210 219 60.14 325.00 0 0.00 100 111 12.640 0.000 0.000 62.16 62.15 0.00 219 101 60.14 40.00 3 2.36 100 17 1.959 0.067 0.000 62.15 59.33 2.83 101 8 60.14 100.00 0 0.00 100 17 1.959 0.067 1.300 59.33 57.35 0.67 8 9 45.14 5.50 322 4.65 120 18 1.265 0.236 0.000 57.35 48.96 8.39 9 10 45.14 10.00 22 2.66 120 18 1.265 0.236 2.925 48.96 43.05 2.98 10 11 45.14 9.25 3 1.99 120 18 1.265 0.236 0.000 43.05 40.41 2.65 11 12 45.14 1.50 0 0.00 120 18 1.265 0.236 0.000 40.41 40.05 0.35 12 13 45.14 9.75 3 1.99 120 18 1.265 0.236 0.000 40.05 37.29 2.77 13 14 45.14 3.75 22 2.66 120 18 1.265 0.236 0.000 37.29 35.78 1.51 14 15 45.14 9.25 22 2.66 120 18 1.265 0.236 0.000 35.78 32.97 2.81 15 16 45.14 0.25 0 0.00 120 18 1.265 0.236 0.000 32.97 32.91 0.06 16 17 45.14 1.00 2 1.33 120 18 1.265 0.236 0.000 32.91 32.36 0.55 17 18 45.14 10.00 2 1.33 120 18 1.265 0.236 4.333 32.36 25.36 2.67 18 19 45.14 2.25 2 1.33 120 18 1.265 0.236 0.000 25.36 24.52 0.84 19 20 45.14 1.50 2 1.33 120 18 1.265 0.236 0.000 24.52 23.85 0.67 20 21 45.14 7.50 2 1.33 120 18 1.265 0.236 3.250 23.85 18.52 2.08 21 22 45.14. 1.25 2 1.33 120 18 1.265 0.236 0.000 18.52 17.92 0.61 22 23 22.64 0.50 3 1.33 120 18 1.025 0.183 0.000 17.92 17.58 0.33 22 24 22.50 1.75 2 1.33 120 18 1.025 0.181 0.000 17.92 17.36 0.56 A MAX. VELOCITY OF 11.52 ft./sec. OCCURS BETWEEN REF. PT. 13 AND 14 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. P R E S S U R E WATER SUPPLY/DEMAND GRAPH Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T LOT #1, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 61.90 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM ------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 6 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists .LOT #1, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 24 5.40 33.25 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 71.59 psi AT 296.00 qpm PRESSURE REMAINING 26.07 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #1, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ---------------------------------------------__ =_____ FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 46.00 135.00 .0 0.00 100 111 8.550 0.000 0.000 71.59 65.59 6.00 209 210 46.00 835.00 3 64.21 100 111 12.640 0.000 2.600 65.59 62.98 0.00 210 219 46.00 325.00 0 0.00 100 111 12.640 0.000 0.000 62.98 62.98 0.00 219 101 46.00 40.00 3 2.36 100 17 1.959 0.041 0.000 62.98 61.26 1.72 101 8 46.00 100.00 0 0.00 100 17 1.959 0.041 1.300 61.26 61.90 -1.94 8 9 31.00 5.50 322 4.65 120 18 1.265 0.117 0.000 61.90 54.71 7.19 9 10 31.00 10.00 22 2.66 120 18 1.265 0.117 2.925 54.71 50.29 1.49 10 11 31.00 9.25 3 1.99 120 18 1.265 0.117 0.000 50.29 48.97 1.32 11 12 31.00 1.50 0 0.00 120 18 1.265 0.117 0.000 48.97 48.80 0.18 12 13 31.00 9.75 3 1.99 120 18 1.265 0.117 0.000 48.80 47.42 1.38 13 14 31.00 3.75 22 2.66 120 18 1.265 0.117 0.000 47.42 46.67 0.75 14 15 31.00 9.25 22 2.66 120 18 1.265 0.117 0.000 46.67 45.27 1.40 15 16 31.00 0.25 0 0.00 120 18 1.265 0.117 0.000 45.27 45.24 0.03 16 17 31.00 1.00 2 1.33 120 18 1.265 0.117 0.000 45.24 44.97 0.27 17 18 31.00 10.00 2 1.33 120 18 1.265 0.117 4.333 44.97 39.30 1.33 18 19 31.00 2.25 2 1.33 120 18 1.265 0.117 0.000 39.30 38.88 0.42 19 20 31.00 1.50 2 1.33 120 18 1.265 0.117 0.000 38.88 38.55 0.33 20 21 31.00 7.50 2 1.33 120 18 1.265 0.117 3.250 38.55 34.26 1.04 21 22 31.00 1.25 2 1.33 120 18 1.265 0.117 0.000 34.26 33.96 0.30 22 23 0.00 0.50 3 1.33 120 18 1.025 0.000 0.000 33.96 33.96 0.00 22 24 31.00 1.75 2 1.33 120 18 1.025 0.327 0.000 33.96 32.95 1.01 A MAX. VELOCITY OF 12.05 ft./sec. OCCURS BETWEEN REF. PT. 22 AND 24 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ui 1. iv. cr uu a • GJr1,1 rUL I L MWIL I.VKrVKH I 1 VII Vr' IYL rvV . Z�7y r PULTF HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD, CHANGES TO THIS PLOT PLAN IN CtDER TO AEW N��DTET(RE�HOR COMMODATET}E COSUCTIONOFT14E HOME IN HEMOSOPTIMUMWAY. REQUIREMENTS, FIELD VOID ADJ STMENTS MAY BE MADE +MTHOUT CONSULTATION WITH 111E BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME PROPOSED SITE PLAN LOT 1 FOREST VIEW ESTATES MARCHIONDA & ASSOC-L.P. NORTH ANDOVER, MA ENGNEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 157 TURNPIKE ROAD - SUITE 200 SKXJ"OROUGH, MASSACHUSETTS 01772 62 MONTVALE AVE. SUITC I STONEHAM, MA. 02100 (617) 4w -al zl SCALE: 1'-40' DATE: 5/14/Uo