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HomeMy WebLinkAboutBuilding Permits Backfile PETER F DI MEO ASSOCIATES, INC. ARCHITECTS ENGINEERS 106 MQN STREET, STONEHAM, MASSACIWSMS 02180 TEL 781-439-MD FAX 781.438-5940 June 26, 2006 Town of Yarmouth Attention. James Brandalini, Building Commissioner 1146 Route 28 South Yarmouth, MA 02664 Re: Kitchen & Bath Gallery Lot 19 Aarons Way Yarmouth, MA Dear Commissioner Brnndabni. I certify, pursuant to 780 C.M.R., that to the best of my lmowledge, information and belief, the plans provided by this office arc in accordance with be requirements of the Massachusetts State Building Code and the Town of Yai mouth, Massachusetts. 1 certify that 1 shall make periodic site visits to observe; c ornphance with approved plans in accordance with Massachusetts State Building: Cod Section 116.0. Sincerely, ~fsttxco~ n 0. i6G5 0 k rar+rww Peter F D o, t~Ja \or y~,s PFS:vf TABLE 2 SITE PLAN REVIEW REQUEST AND PROJECT DESCRIPTION FORM SUBMISSION DA 03-24-06 REVIEW DATE 06 TIME: 2:30 ASSESSOR'S MAP N 72 LOT 9.2.4 (Old Map Lot ) LOCATION OF PROJECT Lot 19- #40 Aarons Way W Yarmouth, MA NAME OF BUSINESS/PROJECT Reardon Realty, Mass. APPLICANT NAME: Bay Point LLC APPLICANT ADDRESS. 297 North Street, Hyannis, MA 02604 APPLICANT PHONE NUMBER. 1-508-775-9316 ENGINEER/SURVEYOR Down Cape Engineering, Inc., Daniel A. Ojala TITLE REFERENCE: see plan REGISTRY SURVEY see plan DESCRIPTION OF PROJECT (attach additional pages if necessary) This is a formal SPR filing reflecting changes made pursuant to comments made at the last formal SPR meeting. The proposal is for a 9923 sf kitchen and bath wholesale gallery and offices for Reardon Realty All parking is now to the side and rear of the building, and other revisions to bring building into compliance with zoning ordinances have been made. ZONING DISTRICT B3 FLOOD ZONE: C BUILDING SIZE: 9923 sf (square feet) Attach floor plan(s) BASEMENT 0 FIRST FLOOR. 9923 SECOND FLOOR. 0 MAXIMUM NUMBER OF EMPLOYEES. TO YOU HANDLE/STORE OILS OR HAZARDOUS MATERIALS? No IF SO, ATTACH LIST OF THEM BY NAME, QUANTITIES, AND PROPOSED METHODS OF STORAGE/HANDLING/DISPOSAL/ETC. BOARD OF APPEALS ACTION EXPECTED' No IS THE PROPOSED CONSTRUCTION WITHIN 100 FEET OF A WETLAND? NO SIGNED' ) ~ _ Submit 8 copies of this completed form and the site plan to the Building Department in order to get your project on the Site Plan Review agenda. A 90 copy is required if within 100 ft. of a wetland. .w SITE PLAN REVIEW X FORMAL INFORMAL Aril 4. 2006 TO: -ASSESSOR (w/o plans) -ENGINEERING DEPT -CONSERVATION -FIRE DEPT -PLANNING DEPT (3) WATER DEPT Planning Design Review (s. & w. Side Only) Town Clerk's Office (2) Econ. Development w/o plans-for posting -HEALTH DEPT 2z6UILDING DEPT FROM: James D. Brandolini Building Department SUBJECT SITE PLAN REVIEW AGENDA TIME: 2 30 NAME OF PROJECT 40 Aarons Way W. Y Lot 19 ADDRESS: MAP- 72 LOT 9.2.4 Chair FIRE c~-t X11 Formal X Inforrnal_Review - SITE PLAN REVIEW COMMENT SHEET Date: Januarv 24. 2006 Max 72 Lot: 9.2.4 Applicant: One Center Place L.P Location: 40 Aarons Wav. West Yarmouth Zone: B3 & APD Persons Present: Terry Sylvia I Tim Mvland I Stuart Bornstein Peier Raiskio I Dick Martin I Ame Oiala Vern Santos I Bruce Murohv I Jason Reardon Jim Brandolini i I Project Summary The applicant proposes to construct a new 9,900 square foot building at this site in the B3 Business District and the Aquifer Protection District (APD). This is a previously undeveloped site. According to the site plan, the applicant proposes to use 700 square feet of the building for a realtor's office, which is use 14 in the 202.5 Use Regulation Table, and for a code G1 wholesale facility for the storage and sale of kitchen and bath appliances, etc. The Building Commissioner must determine whether the retail sales component is a major or minor part of this proposed use. If a major part, then the use might better be interpreted to be an H retail trade use, which are not allowed in the B3 zone without a Variance first being granted by the Board of Appeals. This proposed 14 realty office use is allowed in the B3 zone and in the APD. The proposed G1 wholesale facility use is allowed in the 53 zone, subject to footnote 9 (provided that such use is not injurious...). The G1 use, however, requires a Special Permit from the Board of Appeals in the APD. Alternatively, if the Building Commissioner and Health Agent find that the proposed use poses no substantial risk to the pubic drinking water supply, a Determination of Non-Applicability may be made, as outlined in Bylaw section 406.5.1.1. Comments Building: (1)Based on the site plan dated January 6, 2006 relief in the forth of variances are required: Section 301.4.1- parking in front of the building, Section 301.4.3-travel lanes less than 10 feet in width, and a driveway exceeding 24 feet n width and Section 301.4.5 for a buffer less than 20 feet in width. (2)A special permit or exemption shall be sought from he APD requirements. (3)AII construction shall comply with all applicable requirements of 780CMR and 521CMR, ncluding Construction Control. (4)The final construction plans shall denote the Construction Type and Use Group for JBuilding Code purposes. (5)The Building & Mechanical Code Plan Review fortes shall be completed by the designe3rs [provided at Site Plan Review). (6)A narrative describing the proposed use shall be submitted to address the retail component aspect. Communitv Develooment Conservation: Design Review: Roof pitch is unattractive and would prefer it to be higher. Lot shape is difficult to allow parking in proper locations but probably could be done if building was laid out differently and/or smaller. 3 in parking lot trees not shown. Buffers should retain existing tree vegetation and screening around entire site. Front parking lot with oversize curb cut not desirable and needs relief. Some different front facial design and roof line suggested (diagrams given to petitioner) to break up the nearly 100 foot long facade. Shingling is good plus front windows OK but suggest proper spacing for better architectural look. Enaineerinq: Relief required for parking in front of building (301.4.1). Relief required for less than 20' wide driveway in back (301.4.3). Relief required for large curb opening on Aaron's way (301.4.3). Relief required for parking spaces that require backing into a public way Drainage calculations and an operation and maintenance plan will be required. 141f.rFnre: Fire sprinkler and fire alarm systems are required with plans from FIDE A direct access sprinkler room or PIV required. Lock box required. „(f'A. Health: Will use electric fork lifts (no gas). No floor drains. There will be NO hazardous materials will be on site. Show office and warehouse in septic calculations. No truck repair, maintenance or washing of vehicles on site. Planning: Building setback and maximum impervious lot coverage requirements have been met, according to calculations shown on the applicant's plan. Parking must meet the requirements of Bylaw section 301 or relief sought from the Board t~ TABLE 2 SITE PLAN REVIEW REQUEST AND PROJECT DESCRIPTION FORM SUBMISSION DATE: 12-30-05 REVIEW DATE: 01-106 TIME: 2:30 pm ASSESSOR'S MAP NO. 72 LOT 9.2.4 (Old Map Lot ) LOCATION OF PROJECT Lot 19- #40 Aarons Way W Yarmouth, MA NAME OF BUSINESS/PROJECT Reardon Realty, Mass.. APPLICANT NAME: One Center Place Limited Partnership APPLICANT ADDRESS. 297 North Street, Hyannis, MA 02604 APPLICANT PHONE NUMBER. 1-508-775-9316 ENGINEER/SURVEYOR Down Cape Engineering, Inc., Daniel A. Ojala TITLE REFERENCE: see plan REGISTRY SURVEY see plan DESCRIPTION OF PROJECT (attach additional pages if necessary) This is a formal SPR tiling pursuant to the recent informal SPR meeting. Proposed 9900 sf kitchen and bath wholesale gallery and offices for Reardon Realty ZONING DISTRICT B3 FLOOD ZONE: C BUILDING SIZE: 9900 sf (square feet) Attach floor plan(s) BASEMENT 0 FIRST FLOOR. 9900 SECOND FLOOR. 0 MAXIMUM NUMBER OF EMPLOYEES. TO YOU HANDLE/STORE OILS OR HAZARDOUS MATERIALS? Unk. IF SO, ATTACH LIST OF THEM BY NAME, QUANTITIES, AND PROPOSED METHODS OF STORAGE/HANDLING/DISPOSAL/ETC. BOARD OF APPEALS ACTION EXPECTED' Possible IS THE PROPOSED CONSTRUCTION WITHIN 100 FEET OF A WETLAND? NO SIGNED- Submit 8 copies of this completed form and the site plan to the Building Department in order to get your project on the Site Plan Review agenda. A 9t° copy is required if within 100 ft. of a wetland. SITE PLAN REVIEW X FORMAL INFORMAL Januarv 24. 2006 TO: ASSESSOR (w/o plans) -ENGINEERING DEPT -CONSERVATION -FIRE DEPT -PLANNING DEPT (3) -WATER DEPT Planning Design Review (s. Side Only) Town Clerk's Office (2) Econ. Development w/o plans-for posting -HEALTH DEPT /BUILDING BUILDING DEPT FROM: James D. Brandolini Building Department SUBJECT SITE PLAN REVIEW AGENDA TIME: 2:30 c NAME OF PROJECT Reardon Realty ADDRESS: Lot 19 940 Aarons Way W. Y MAP- 72 LOT 9.2.4 Chair- Building Formal X Infonnal_Review SITE PLAN REVIEW COMMENT SHEET Date: April 4, 2006 Map: 72 Lot: 9.2.4 Applicant: Reardon Realtv, Mass. Zone: B3 & APO Location: 40 Aarons Wav. West Yarmouth Persons Present: Terry Sylvia ' Tim Myland ' Stuart Bornstein Peter Raiskio Dick Martin Arne Oiala Vem Santos Ed Taipley Jim Brandolini Project Summarv The applicant proposes to construct a new 9,923 square foot building at this site in the B3 Business District and the Aquifer Protection District (APD). This is a previously undeveloped site. According to the site plan, the applicant proposes to use 700 square feet of the building for a business office. The remaining space would be used for the wholesale sale of kitchen and bathroom appliances and materials. The Building Commissioner has determined that this is a G1 wholesale facility, which is allowed in the B3 zone, subject to footnote 9 (provided that such use is not injurious...). A G1 use, however, requires a Special Permit from the Board of Appeals in the APD. Alternatively if the Building Commissioner and Health Agent find that the proposed use poses no substantial risk to the pubic drinking water supply a Determination pf Non-Applicability maybe made, as outlined in Bylaw section 406.5.1.1. Comments Building: (1)An exemption from the APO special permit requirement has been submitted and submitted to the Health Agent for review. (2)AII construction shall comply with all applicable requirements of 780CMR and 521CMR, including Construction Control. (3)The final construction plans shall denote the Construction Type and Use Group for Building ode purposes. (4)The Building & Mechanical Code Plan Review forms shall be completed by the designers [provided at Site Plan Reviewj. (5)Use shall be maintained as wholesale ~(6)The sRe plan depicts the proposed building to be 9,923 sq. ft. and the parking demand depicts a total of 9,400 sq. ft. This difference shall be accounted for in the site plan submitted for permit purposes. Per section 301.3.1, the Site Plan Review Team has voted unanimously to allow the 4 parking spaces to the west of the proposed building to remain uncenstructed unless and/or until the Building Commissioner determines that they are required. At that time, the applicant would need to petition for a Variance from the Board of Appeals for a nonconforming travel way (less than 20 feet wide) to those parking spaces. Off site parking, per Bylaw section 3014.2 may used in lieu of this parking requirement. Communitv Develooment: Not present. Conservation: Not present. Desian Review: Roof pitch is unattractive and would prefer it to be higher Buffers should retain existing tree vegetation ~M and screening around entire site. Some different front facial design and roof line suggested (diagrams given to petitioner) to breakup the nearly 100 foot long facade. Shingling is good plus front windows OK but suggest proper spacing for better architectural look. /~naineerinq: Drainage calculations and an operation and maintenance plan will be required. Fire. Fire sprinkler and fire alarm systems are required with plans from FPE. A direct access sprinkler room or PIV T" required. Lock box required. Health: Not present, but asked that these comments be provided to the applicant The applicant will use electric fork lifts (no gas). No floor drains. There will be NO hazardous materials will be on site. Show office and warehouse in septic calculations. No truck repair, maintenance or washing of vehicles on site. Plannina: Building setback and maximum impervious lot coverage requirements have been met, according to calculations shown on the applicant's plan. It is this reviewers opinion that, due to the shape of the lot, the proposed building is too large for the site and should be scaled-down. Water Concerned about parking in the water easement and repair to water main and services in that easement with the proposed pavement. The applicant should refer to the Water Division Superintendent. The domestic water service must be sleeved. Read & Received by Applicant(s) n MOLLY MANAGEMENT & SUPPLY CORPORATION EDWIN E. TAIPALE, Attorney Phone: (508) 775-4200 297 North Street Fax: (508) 775-8789 Hyannis, Massachusetts 02601 ed.taipale@verizon.net a 1T February 16, 2006 VIA HAND DELIVERY Jim Brandolini Building Commissioner Town of Yarmouth Yarmouth Town Hall 1146 Route 28 South Yarmouth, MA RE. Bay Point, LLC (f/k/a One Center Place L.P ) 40 Aaron's Way, West Yarmouth Dear Mr. Brandolini. In connection with the Site Plan Review Comment Sheet dated January 24, 2006, with respect to the above-referenced property, enclosed please find a letter from David Corcoran, President of Kitchen & Bath Gallery, describing the proposed use at this site. We hope this will assist in making a determination that the retail sales component is a very minor part of the proposed use. The plans are presently being revised to conform to the Site Plan Review recommendations, and we will be filing the Application for Hearing on the required variances within the next few days. Thank you for your attention to this matter, and please do not hesitate to call should you have any questions, or require any further information in this regard. Sincerely, Edwin E. Taipale Attorney for Bay Point, LLC Mck Enclosure Kitchen & Bath Gallery Picture Perfect To Bay Point LLC C/o Edwin E. Taipale P O Box 1209 Douglas, Ma. 01516 Subject: Lot 40 Aaron's Way To whom it may Concern, The Kitchen and Bath Gallery is a design center for the use of contractors, builders and their customers. It is a fully staffed design center that assists homeowners and builders specify materials such as fixtures, faucets and kitchen cabinets that will be purchased later on account and installed by licensed contractors. The Kitchen and Bath Gallery design service can take several appointments and meetings to accomplish the goals of product selection and design. It establishes the materials required on any jobsrtes and has those materials delivered directly by the vendor or through affiliated companies. The goal is to satisfy the demands of the building community through the selection process on materials that are normally discussed in the custom home arena as "allowance" items. Unlike retail sales there are no goods transferred to the consumer at this facility, and billing can be directed to contractors or builders as the case warrants. I have attached several brochures that outline the process and services offered in The itchen and Bath Gallery avid orcoran~ resident WARWICK, RI FALMOUTH, MA MTANNIS, MA KINGSTON, MA MARTHA VIN.., MA 8our9 UIIRMUGI, MA (401) 739-8147 (508) 457-9720 (508) 790-2259 (781) 585-7900 (508) 696-9930 (508) 278-7761 CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 HYDRAULIC DESIGN INFORMATION SHEET Job Name CAPE COD LOT 19 Location AARONS WAY YARMOUTH, MA Drawing Date 8 14 06 Remote Area Number 2 Contractor EFP Telephone 508 485 8183 237 CEDAR HILL ST MARLBORO, MA 01752 Designer J CATALFO KAHAN Calculated By SprinkCAD www sprinkcad com 451 N Cannon Ave Lansdale, PA 19446 Construction STEEL Occupancy SHOWROOM Reviewing Authorities TOWN OF YARMOUTH SYSTEM DESIGN Code NFPA 13 Hazard ORDINARY II System Type WET Area of Sprinkler Oper 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0 200 Make Area per Sprinkler 120 0 sq ft model TY-B Hose Allowance Inside 0 gpm K-Factor 5 60 Hose Allowance Outside 250 gpm Temperature Rating 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required 590 0 psi Required 52 6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 8 14 06 Rated Capacity 0 gpm Static Pressure 65 0 psi Rated Pressure 0 0 psi Residual Pres 59 0 psi Elevation 0 At a Flow of 1113 gpm Make Elevation 0" Model Location AARONS WAY Source of Information YARMOUTH WATER AND EFP SYSTEM VOLUME 256 Gallons Notes A G K o 1. i1'~ DiMEO Flo No. 3220 v... U \ Fire Frotcdion CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 340 35 0 psi 1 4" Grvd Butterfly Valve VIC 11708W" 12' 120 4 026 340 0 4 1 Pipe 4" 10x21 CSC Grvd 16' 120 4 260 340 0 4 Elevation Change 16'0" 6 9 1 4" Grvd 90 Ell FIRELOCK 10' 120 4 026 340 0 4 1 4" Fingd Back Flow Valve AMES 112000 CHART LOSS 340 2 6 1 6" "GF" Adapter 0' 120 6 065 340 0 0 1 Pipe 6" DIxl8 50' 140 6 280 340 0 2 Fixed Flow Outside Hose Allow 250 gpm 1 Pipe 6" DIx18 800' 140 6 280 590 6 7 Hydr Ref R1 Required at Source 590 52 6 psi Water Source 65 0 psi static, 59 0 psi residual @ 1113 gpm 590 gpm 63 1 psi SAFETY PRESSURE 10 6 psi Available Pressure of 63 1 psi Exceeds Required Pressure of 52 6 psi This is a safety margin of 10 6 psi or 17 % of Supply Maximum Water Velocity is 13 2 fps CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 Page 3 FITTING NAME TABLE ABBREV NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference Refer to accompanying flow diagram _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNGFS Number of fittings See table above TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 52 x (Q/C)~l 85 / ID~4 87 Pv Velocity pressure (psi) where Pv = 0 001123 x Q~2/ID~4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES - Pressures are balanced to 0 01 psi Pressures are listed to 0 1 psi Addition may vary by 0 1 psi due to accumulation of round off - Calculations conform to NFPA 13 - Velocity Pressures are not considered in these Calculations CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 Page 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO (FT ) K-FACTOR (PSI) (U S GPM) 20 17 00 20 4 20S 17 50 5 60 19 2 24 5 21 17 00 20 5 21S 17 50 5 60 19 2 24 6 22 17 00 20 2 22S 17 50 5 60 19 0 24 4 23 17 00 20 1 23S 17 50 5 60 18 9 24 3 24 17 00 19 9 24S 17 50 5 60 18 6 24 2 25 17 00 19 9 25S 17 50 5 60 18 7 24 2 26 17 00 19 7 26S 17 50 5 60 18 4 24 0 27 17 00 19 6 27S 17 50 5 60 18 4 24 0 28 17 00 20 3 28S 17 50 5 60 19 1 24 5 29 17 00 19 8 29S 17 50 5 60 18 6 24 1 30 17 00 19 8 30S 17 50 5 60 18 5 24 1 31 17 00 20 5 31S 17 50 5 60 19 3 24 6 32 17 00 20 0 32S 17 50 5 60 18 8 24 3 33 17 00 19 9 33S 17 50 5 60 18 7 24 2 40 17 00 20 6 41 17 00 20 4 42 17 00 20 3 43 17 00 20 9 Al 16 00 21 4 A2 16 00 21 4 A3 16 00 21 7 A4 16 00 22 3 AS 16 00 32 9 W 16 00 35 0 Max velocity of 13 20 occurs in the pipe from A4 TO AS Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent The node without an "S" is on the branch CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 Tyco Fire Products Page 5 HYD Qa DIA FITTING PIPE Pt Pt REF "C'l TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 00 1 049 IT 0 50 18 4 18 4 K 5 60 27S C=120 5 00 0 2 0 0 24 00 0 182 5 50 1 0 18 4 Vel = 9 00 2 157 12 67 19 6 19 6 EqK = 5 42 27 C=120 0 00 0 0 0 0 24 00 0 005 12 67 0 1 19 6 Vel = 2 13 24 04 2 157 2E 6 81 19 7 19 7 EqK = 5 42 26 C=120 IT 24 61 0 0 0 0 48 04 0 020 31 42 0 6 19 7 Vel = 4 26 48 39 2 157 IT 1 00 20 3 20 3 42 C=120 12 31 0 4 0 0 96 44 0 071 13 31 0 9 20 3 Vel = 8 55 145 79 3 260 11 52 21 7 21 7 A3 C=120 0 00 0 0 0 0 242 22 0 052 11 52 0 6 21 7 Vel = 9 40 97 81 3 260 IT 87 57 22 3 22 3 A4 C=120 20 16 0 0 0 0 340 04 0 098 107 73 10 6 22 3 Vel = 13 20 3 260 21 98 32 9 32 9 A5 C=120 0 00 0 0 0 0 340 04 0 098 21 98 2 2 32 9 Vel = 13 20 W 340 04 35 0 K = 57 47 24 04 1 049 IT 0 50 18 4 18 4 K = 5 60 26S C=120 5 00 0 2 0 0 24 04 0 183 5 50 1 0 18 4 Vel = 9 01 26 24 04 19 7 K = 5 42 24 10 1 049 IT 0 50 18 5 18 5 K = 5 60 30S C=120 5 00 0 2 0 0 24 10 0 184 5 50 1 0 18 5 Vel = 9 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 Tyco Fire Products Page 6 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 2 157 12 67 19 8 19 8 EqK = 5 42 30 C=120 0 00 0 0 0 0 24 10 0 005 12 67 0 1 19 8 Vel = 2 14 24 15 2 157 2E 6 81 19 8 19 8 EqK = 5 42 29 C=120 IT 24 61 0 0 0 0 48 25 0 020 31 42 0 6 19 8 Vel = 4 28 24 47 2 157 IT 1 00 20 4 20 4 41 C=120 12 31 0 4 0 0 72 72 0 042 13 31 0 6 20 4 Vel = 6 45 73 07 3 260 10 50 21 4 21 4 A2 C=120 0 00 0 0 0 0 145 79 0 021 10 50 0 2 21 4 Vel = 5 66 A3 145 79 21 7 K = 31 33 24 15 1 049 IT 0 50 18 6 18 6 K = 5 60 29S C=120 5 00 0 2 0 0 24 15 0 184 5 50 1 0 18 6 Vel = 9 05 29 24 15 19 8 K = 5 42 24 18 1 049 IT 0 50 18 6 18 6 K = 5 60 24S C=120 5 00 0 2 0 0 24 18 0 185 5 50 1 0 18 6 Vel = 9 07 2 157 8 33 19 9 19 9 EqK = 5 42 24 C=120 0 00 0 0 0 0 24 18 0 006 8 33 0 0 19 9 Vel = 2 14 24 21 2 157 IT 5 08 19 9 19 9 EqK = 5 42 25 C=120 12 31 0 0 0 0 48 39 0 020 17 39 0 3 19 9 Vel = 4 29 42 48 39 20 3 K = 10 75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 Tyco Fire Products Page 7 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 21 1 049 IT 0 50 18 7 18 7 K = 5 60 25S C=120 5 00 0 2 0 0 24 21 0 185 5 50 1 0 18 7 Vel = 9 08 25 24 21 19 9 K = 5 42 24 22 1 049 IT 0 50 18 7 18 7 K = 5 60 33S C=120 5 00 0 2 0 0 24 22 0 185 5 50 1 0 18 7 Vel = 9 08 2 157 12 67 19 9 19 9 EqK = 5 42 33 C=120 0 00 0 0 0 0 24 22 0 006 12 67 0 1 19 9 Vel = 2 15 24 26 2 157 2E 6 81 20 0 20 0 EqK = 5 42 32 C=120 IT 24 61 0 0 0 0 46 48 0 020 31 42 0 6 20 0 Vel = 4 30 24 59 2 157 lE 1 00 20 6 20 6 40 C=120 6 15 0 4 0 0 73 07 0 043 7 15 0 3 20 6 Vel = 6 48 3 260 11 25 21 4 21 4 Al C=120 0 00 0 0 0 0 73 07 0 006 11 25 0 1 21 4 Vel = 2 84 A2 73 07 21 4 K = 15 78 24 26 1 049 IT 0 50 18 8 18 8 K = 5 60 32S C=120 5 00 0 2 0 0 24 26 0 186 5 50 1 0 18 8 Vel = 9 09 32 24 26 20 0 K = 5 42 24 35 1 049 IT 0 50 18 9 18 9 K = 5 60 23S C=120 5 00 0 2 0 0 24 35 0 187 5 50 1 0 18 9 Vel = 9 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 36 Tyco Fire Products Page 8 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 2 157 12 67 20 1 20 1 EqK = 5 42 23 C=120 0 00 0 0 0 0 24 35 0 006 12 67 0 1 20 1 Vel = 2 16 24 39 2 157 2E 6 81 20 2 20 2 EqK = 5 42 22 C=120 IT 24 61 0 0 0 0 48 74 0 020 31 42 0 6 20 2 Vel = 4 32 49 08 2 157 IT 1 00 20 9 20 9 43 C=120 12 31 0 4 0 0 97 81 0 073 13 31 1 0 20 9 Vel = 8 67 A4 97 81 22 3 K = 20 73 24 39 1 049 IT 0 50 19 0 19 0 K = 5 60 22S C=120 5 00 0 2 0 0 24 39 0 188 5 50 1 0 19 0 Vel = 9 14 22 24 39 20 2 K = 5 42 24 47 1 049 IT 0 50 19 1 19 1 K = 5 60 28S C=120 5 00 0 2 0 0 24 47 0 189 5 50 1 0 19 1 Vel = 9 17 2 157 IT 5 08 20 3 20 3 EqK = 5 42 28 C=120 12 31 0 0 0 0 24 47 0 006 17 39 0 1 20 3 Vel = 2 17 41 24 47 20 4 K = 5 41 24 52 1 049 IT 0 50 19 2 19 2 K = 5 60 20S C=120 5 00 0 2 0 0 24 52 0 190 5 50 1 0 19 2 Vel = 9 19 2 157 12 17 20 4 20 4 EqK = 5 42 20 C=120 0 00 0 0 0 0 24 52 0 006 12 17 0 1 20 4 Vel = 2 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8/15/06 10 36 Tyco Fire Products Page 9 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 56 2 157 1T 5 08 20 5 20 5 EqK = 5 42 21 C=120 12 31 0 0 0 0 49 08 0 020 17 39 0 4 20 5 Vel = 4 35 43 49 08 20 9 K = 10 75 24 56 1 049 1T 0 50 19 2 19 2 K = 5 60 21S C=120 5 00 0 2 0 0 24 56 0 190 5 50 1 0 19 2 Vel = 9 21 21 24 56 20 5 K = 5 42 24 59 1 049 1T 0 50 19 3 19 3 K = 5 60 31S C=120 5 00 0 2 0 0 24 59 0 191 5 50 1 0 19 3 Vel = 9 22 2 157 1T 3 74 20 5 20 5 EqK = 5 42 31 C=120 12 31 0 0 0 0 24 59 0 006 16 05 0 1 20 5 Vel = 2 18 40 24 59 20 6 K = 5 41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) S rinkCAD CAPE COD LOT 19 Static Pressure: 65.0 psi Pressure: 52.6 psi Inside: 0 gpm p AARONS WAY Residual Pressure: 59.0 psi Total Flow: 590 gpm Outside: 250 gpm Tyco Fire Products YARMOUTH, MA Flow: 1113 gpm Safety Pressure: 10.6 psi (800)495-5541 Remote Area: 2 Date/Loc: 8.14.06 AARONS WAY 70I I_-II I I I I~~ i I SuPPIY 60 250 gpm hose 50 I 44+4-1 1 I I I I I 40 30I 20 I I I I I I I 10 150 225 300 375 450 525 600 675 7= CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 r HYDRAULIC DESIGN INFORMATION SHEET Job Name CAPE COD LOT 19 Location AARONS WAY YARMOUTH, MA Drawing Date 8 14 06 Remote Area Number 1 Contractor EFP Telephone 508 485 8183 237 CEDAR HILL ST MARLBORO, MA 01752 Designer J CATALFO KAHAN Calculated By SprinkCAD www sprinkcad com 451 N Cannon Ave Lansdale, PA 19446 Construction STEEL Occupancy SHOWROOM Reviewing Authorities TOWN OF YARMOUTH SYSTEM DESIGN Code NFPA 13 Hazard ORDINARY II System Type WET Area of Sprinkler Oper 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0 200 Make Area per Sprinkler 120 0 sq ft model TY-B Hose Allowance Inside 0 gpm K-Factor 5 60 Hose Allowance Outside 250 gpm Temperature Rating 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required 639 6 psi Required 54 1 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 8 14 06 Rated Capacity 0 gpm Static Pressure 65 0 psi Rated Pressure 0 0 psi Residual Pres 59 0 psi Elevation 0 At a Flow of 1113 gpm Make Elevation 0" Model Location AARONS WAY Source of Information YARMOUTH WATER AND EFP SYSTEM VOLUME 256 Gallons Notes IcH EL y~ 0 1. DIMEO w S No. 32201 ire protection $ t\ F6 r' t;0 .~t-~r CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 390 34 7 psi 1 4" Grvd Butterfly Valve VIC "708W" 121 120 4 026 390 0 5 1 Pipe 4" 10x21 CSC Grvd 16' 120 4 260 390 0 5 Elevation Change 1610" 6 9 1 4" Grvd 90 Ell FIRELOCK 101 120 4 026 390 0 5 1 4" Fingd Back Flow Valve AMES 112000 CHART LOSS 390 2 9 1 6" "GF" Adapter 0' 120 6 065 390 0 0 1 Pipe 6" D1xl8 50' 140 6 280 390 0 2 Fixed Flow Outside Hose Allow 250 gpm 1 Pipe 6" DIx18 800' 140 6 280 640 7 8 Hydr Ref Rl Required at Source 640 54 1 psi Water Source 65 0 psi static, 59 0 psi residual @ 1113 gpm 640 gpm 62 8 psi SAFETY PRESSURE 8 8 psi Available Pressure of 62 8 psi Exceeds Required Pressure of 54 1 psi This is a safety margin of 8 8 psi or 14 % of Supply Maximum Water Velocity is 15 1 fps CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Page 3 FITTING NAME TABLE ABBREV NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference Refer to accompanying flow diagram K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings see table above TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 52 x (Q/C)~l 85 / ID~4 87 Pv Velocity pressure (psi) where Pv = 0 001123 x Q~2/ID~4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES - Pressures are balanced to 0 01 psi Pressures are listed to 0 1 psi Addition may vary by 0 1 psi due to accumulation of round off - Calculations conform to NFPA 13 - Velocity Pressures are not considered in these Calculations CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Page 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO (FT ) K-FACTOR (PSI) (U S GPM) 1 17 00 19 9 1S 17 50 5 60 18 7 24 2 2 17 00 20 0 2S 17 50 5 60 18 7 24 2 3 17 00 19 7 3S 17 50 5 60 18 4 24 0 4 17 00 19 6 4S 17 50 5 60 18 4 24 0 5 17 00 20 0 55 17 50 5 60 18 7 24 2 6 17 00 20 0 6S 17 50 5 60 18 8 24 3 7 17 00 19 7 7S 17 50 5 60 18 5 24 1 8 17 00 19 7 8S 17 50 5 60 18 4 24 0 9 17 00 20 3 9S 17 50 5 60 19 0 24 4 10 17 00 20 3 10S 17 50 5 60 19 1 24 5 it 17 00 20 0 11S 17 50 5 60 18 8 24 3 12 17 00 20 0 12S 17 50 5 60 18 7 24 2 13 17 00 20 9 13S 17 50 5 60 19 7 24 8 14 17 00 21 0 14S 17 50 5 60 19 7 24 9 15 17 00 20 7 15S 17 50 5 60 19 4 24 7 16 17 00 20 6 16S 17 50 5 60 19 4 24 6 44 17 00 20 3 45 17 00 20 4 46 17 00 20 7 47 17 00 21 3 AS 16 00 31 9 B1 16 00 21 7 B2 16 00 21 7 B3 16 00 22 1 134 16 00 22 8 W 16 00 34 7 Max velocity of 15 12 occurs in the pipe from AS TO B4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent The node without an 'IS" is on the branch CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Tyco Fire Products Page 5 HYD Qa DIA FITTING PIPE Pt Pt REF "Cl, TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 00 1 049 IT 0 50 18 4 18 4 K = 5 60 4S C=120 5 00 0 2 0 0 24 00 0 182 5 50 1 0 18 4 Vel = 9 00 2 157 12 67 19 6 19 6 EqK = 5 42 4 C=120 0 00 0 0 0 0 24 00 0 005 12 67 0 1 19 6 Vel = 2 13 24 04 2 157 2E 6 81 19 7 19 7 EqK = 5 42 3 C=120 IT 24 61 0 0 0 0 48 04 0 020 31 42 0 6 19 7 Vel = 4 26 48 42 2 157 1T 1 00 20 3 20 3 44 C=120 12 31 0 4 0 0 96 46 0 071 13 31 1 0 20 3 Vel = 8 55 3 260 9 00 21 7 21 7 B1 C=120 0 00 0 0 0 0 96 46 0 010 9 00 0 1 21 7 Vel = 3 74 96 66 3 260 9 70 21 7 21 7 B2 C=120 0 00 0 0 0 0 193 12 0 035 9 70 0 3 21 7 Vel = 7 50 97 43 3 260 9 45 22 1 22 1 B3 C=120 0 00 0 0 0 0 290 55 0 073 9 45 0 7 22 1 Vel = 11 28 99 01 3 260 IT 51 98 22 8 22 8 B4 C=120 20 16 0 0 0 0 389 57 0 126 72 14 9 1 22 8 Vel = 15 12 3 260 21 98 31 9 31 9 A5 C=120 0 00 0 0 0 0 389 57 0 126 21 98 2 8 31 9 Vel = 15 12 W 389 57 34 7 K = 66 16 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Tyco Fire Products Page 6 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 04 1 049 IT 0 50 18 4 18 4 K = 5 60 3S C=120 5 00 0 2 0 0 24 04 0 183 5 50 1 0 18 4 Vel = 9 01 3 24 04 19 7 K = 5 42 24 05 1 049 IT 0 50 18 4 18 4 K = 5 60 8S C=120 5 00 0 2 0 0 24 05 0 183 5 50 1 0 18 4 Vel = 9 02 2 157 12 67 19 7 19 7 EqK = 5 42 g C=120 0 00 0 0 0 0 24 05 0 005 12 67 0 1 19 7 Vel = 2 13 24 09 2 157 2E 6 81 19 7 19 7 EqK = 5 42 7 C=120 IT 24 61 0 0 0 0 48 14 0 020 31 42 0 6 19 7 Vel = 4 27 48 52 2 157 IT 1 00 20 4 20 4 45 C=120 12 31 0 4 0 0 96 66 0 072 13 31 1 0 20 4 Vel = 8 57 B2 96 66 21 7 K = 20 73 24 09 1 049 IT 0 50 18 5 18 5 K = 5 60 7S C=120 5 00 0 2 0 0 24 09 0 184 5 50 1 0 18 5 Vel = 9 03 7 24 09 19 7 K = 5 42 24 19 1 049 IT 0 50 18 7 18 7 K = 5 60 1S C=120 5 00 0 2 0 0 24 19 0 165 5 50 1 0 18 7 Vel = 9 07 2 157 9 67 19 9 19 9 EqK = 5 42 1 C=120 0 00 0 0 0 0 24 19 0 006 9 67 0 1 19 9 Vel = 2 14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Tyco Fire Products Page 7 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 23 2 157 IT 3 83 20 0 20 0 EqK = 5 42 2 C=120 12 31 0 0 0 0 48 42 0 020 16 14 0 3 20 0 Vel = 4 29 44 48 42 20 3 K = 10 75 24 23 1 049 IT 0 50 18 7 18 7 K = 5 60 2S C=120 5 00 0 2 0 0 24 23 0 186 5 50 1 0 18 7 Vel = 9 08 2 24 23 20 0 K = 5 42 24 24 1 049 IT 0 50 18 7 18 7 K = 5 60 12S C=120 5 00 0 2 0 0 24 24 0 166 5 50 1 0 18 7 Vel = 9 09 2 157 12 67 20 0 20 0 EqK = 5 42 12 C=120 0 00 0 0 0 0 24 24 0 006 12 67 0 1 20 0 Vel = 2 15 24 28 2 157 2E 6 81 20 0 20 0 EqK = 5 42 11 C=120 IT 24 61 0 0 0 0 48 53 0 020 31 42 0 6 20 0 Vel = 4 30 48 91 2 157 IT 1 00 20 7 20 7 46 C=120 12 31 0 4 0 0 97 43 0 073 13 31 1 0 20 7 Vel = 8 64 B3 97 43 22 1 K = 20 74 24 28 1 049 IT 0 50 18 8 18 8 K = 5 60 11S C=120 5 00 0 2 0 0 24 28 0 186 5 50 1 0 18 8 Vel = 9 10 11 24 28 20 0 K = 5 42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 J, Tyco Fire Products Page 8 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 24 1 049 IT 0 50 16 7 18 7 K = 5 60 5S C=120 5 00 0 2 0 0 24 24 0 186 5 50 1 0 18 7 Vel = 9 09 2 157 9 67 20 0 20 0 EqK = 5 42 5 C=120 0 00 0 0 0 0 24 24 0 006 9 67 0 1 20 0 Vel = 2 15 24 28 2 157 IT 3 83 20 0 20 0 EqK = 5 42 6 C=120 12 31 0 0 0 0 48 52 0 020 16 14 0 3 20 0 Vel = 4 30 45 48 52 20 4 K = 10 75 24 28 1 049 IT 0 50 18 8 18 8 K = 5 60 6S C=120 5 00 0 2 0 0 24 28 0 186 5 50 1 0 18 8 Vel = 9 10 6 24 28 20 0 K = 5 42 24 44 1 049 IT 0 50 19 0 19 0 K = 5 60 9S C=120 5 00 0 2 0 0 24 44 0 189 5 50 1 0 19 0 Vel = 9 16 2 157 9 67 20 3 20 3 EqK = 5 42 9 C=120 0 00 0 0 0 0 24 44 0 006 9 67 0 1 20 3 Vel = 2 17 24 47 2 157 IT 3 83 20 3 20 3 EqK = 5 42 10 C=120 12 31 0 0 0 0 48 91 0 020 16 14 0 3 20 3 Vel = 4 34 46 48 91 20 7 K = 10 76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Tyco Fire Products Page 9 HYD Qa DIA FITTING PIPE Pt Pt REF °C° TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 47 1 049 IT 0 50 19 1 19 1 K = 5 60 105 C=120 5 00 0 2 0 0 24 47 0 189 5 50 1 0 19 1 Vel = 9 17 10 24 47 20 3 K = 5 42 24 63 1 049 IT 0 50 19 4 19 4 K = 5 60 16S C=120 5 00 0 2 0 0 24 63 0 191 5 50 1 1 19 4 Vel = 9 23 2 157 12 67 20 6 20 6 EqK = 5 42 16 C=120 0 00 0 0 0 0 24 63 0 006 12 67 0 1 20 6 Vel = 2 18 24 68 2 157 2E 6 81 20 7 20 7 EqK = 5 43 15 C=120 IT 24 61 0 0 0 0 49 31 0 021 31 42 0 6 20 7 Vel = 4 37 49 70 2 157 IT 1 00 21 3 21 3 47 C=120 12 31 0 4 0 0 99 01 0 075 13 31 1 0 21 3 Vel = 8 78 B4 99 01 22 8 K = 20 75 24 68 1 049 IT 0 50 19 4 19 4 K = 5 60 15S C=120 5 00 0 2 0 0 24 68 0 192 5 50 1 1 19 4 Vel = 9 25 15 24 68 20 7 K = 5 43 24 83 1 049 IT 0 50 19 7 19 7 K = 5 60 13S C=120 5 00 0 2 0 0 24 83 0 194 5 50 1 1 19 7 Vel = 9 31 2 157 9 67 20 9 20 9 EqK = 5 43 13 C=120 0 00 0 0 0 0 24 83 0 006 9 67 0 1 20 9 Vel = 2 20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CAPE COD LOT 19 Drawing Date 8 14 06 8115106 10 35 Tyco Fire Products Page 10 HYD Qa DIA FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn 24 87 2 157 IT 3 83 21 0 21 0 EqK = 5 43 14 C=120 12 31 0 0 0 0 49 70 0 021 16 14 0 3 21 0 Vel = 4 41 47 49 70 21 3 K = 10 76 24 87 1 049 IT 0 50 19 7 19 7 K = 5 60 14S C=120 5 00 0 2 0 0 24 87 0 195 5 50 1 1 19 7 Vel = 9 32 14 24 87 21 0 K = 5 43 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)