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0075 PERSEVERANCE DRIVE (2)
IIIIIIIIIIIItIIIIIIIIIIII75 pirgs eR%(Am e IiIIIItIIIIIIi f 'j� t, i `Z' I III"A I 'I 01 IIIk j FtV 4 IIIIIItitIitIit� .,z 12 IIttir IItIIIIiIIIIIIIIIIIIIIII41 IIIIIIIIIItIItiIIIIItIttIIIIIitIIIIIIIIII64 IitIIIlk, IIIIIIIIIIIItIIIItItIIIIIIIIIIItIII17 ItIIIIIIIiIIIIitIIIIttI.........tIIIIIIIIIIItIIIIIIIIIIitI 0 i ADDRESS: . v PERMIT# DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT �. t. j- DATE: q/wpfiles/archive r November 21 , 1997 Ralph Crossen Building Commissioner Building Division ( �� Town Office Building 367 Main Street Hyannis, MA 02601 ?�- Re: Excel, Building 75 Dear Ralph, Please find enclosed revised drawings Al First Floor Plan and A3 Exterior Ele- vations for the above referenced project. These drawings have been revised to reflect the 10,785 s.f. of space on the first floor which will not be constructed until approved by the Town. As you know, we are working closely with the Cape Cod Commission and expect to have their approval for the additional 10,785 s.f. within the next few weeks. In the mean time, I believe these revised drawings are in conformance with the approvals received from the Town of Barnstable to date, for the recon- struction of the former Auburn Wire building. Please call me if you have any questions regarding this information. As usual, we will keep you informed of our progress with the Commission. Thank you for your assistance. Sincerely, Douglas K. Sanford cc: Christopher Stavros Patrick Butler Art Bartlett DOUGLAS SANFORD ASSOCIATES, INC. ARCHITECTS 22 CLAY HILL DRIVE, PLYMOUTH, MA 02360 508 747-4300 �r NUTTER,McCLENNEN &FISH, LLP ROUTE 28-1185 FALMOUTH ROAD ' P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601 TELEPHONE:508 790-5400 FACSMULE:508 771-8079 DIRECT DIAL NUMBER April 9, 1997 BY HAND Ralph Crossen, Building Commissioner Town of Barnstable Barnstable Town Hall Main Street Hyannis, Massachusetts 02601 Re: Excel Corporation - Proposed Purchase of Auburn Wire Building Dear Ralph: This correspondence will serve to summarize our discussions concerning the above matter. Per our meeting with Chris Stavros and Doug Sanford, Excel proposes to purchase the Auburn Wire building, which consists of approximately 23,200 square foot of building foot print. The site as currently configured has 84 parking spaces and approximately 61% lot coverage. These are denoted on the Plan delivered to you by Doug on Friday. Excel intends to utilize the Auburn Wire building for laboratory, storage and production work consisting of approximately 10,100 square feet of floor area and office space (consisting primarily of research and development) of 25,800 square feet. Based on the applicable provisions of the parking portion of the Zoning Ordinance, it is estimated that 100 vehicle spaces will be needed. Taking into account the existing 84 spaces, the property requires an additional 16 spaces. At the same time, the adjacent existing building owned by Excel has 73 parking spaces, with a total current requirement of 57 spaces. As a result, pursuant to Section 4-2.4 of the Zoning Ordinances, Excel proposes to utilize the properties in such a fashion as to meet the requirements for parking while utilizing the total parking spaces on both properties. Based upon our review of the prior utilization of the Auburn Wire building, we do not believe that the proposed mixed commercial use for laboratory storage, production and research and development, fabrication, distribution and office space will constitute either a change or intensification of use. NUTTER, McCLENNEN & FISH, LLP Ralph Crossen, Building Commissioner April 9, 1997 Pa 2 Page Further, Excel proposes to remove approximately 1,884 square feet of existing pavement to construct landscaped areas and/or walkways around the perimeter of the Auburn Wire building. This will result in a reduction in the percentage of lot coverage. Finally, Excel proposes to construct 9,950 square feet of new internal floor area within the Auburn Wire building, which amount of floor area is below the 10,000 square foot "addition" described as a presumptive threshold under Section 12 of the Cape Cod Commission Act. Based upon our discussions, we will prepare an Application for Site Plan Review and provide your office with confirmation of the cross-easements necessary to provide the parking as described above. Should you require any additional information or documentation concerning these matters, please do not hesitate to contact me. Following your review of the foregoing, would you kindly acknowledge your receipt of this correspondence and agreement that it accurately summarizes our discussions last week. 'Thank you for your assistance and cooperation. Ve truly yours, Patrick M. Butler PMB:jl 341592 1.WP6 cc: Christopher Stavros, Esq. - Excel RECEIPT AND AGREE NT ACKNOWLEDGED: alph Crossen, Building Commissioner Town of Barnstable r 1BRIGGS1 Briggs Engineering & Testing L A D/vlsm of PK Assocmm,/xc. I OC�f 31 1 ` 1 October 22, 1997 Briggs# 72463 J.K. Scanlan Co., Inc. P.O. Box 1210 Pocasset, MA 02559 Attn: Mr. Jack Dankert RE: Analysis of Gravelly Sand obtained from Excel Corporate Headquaters Mr. Dankert : Laboratory analysis of your sample has been conducted and the results are as follows, please see enclosed If you have any questions, please feel free to call me at your convenience. Very truly yours, BRIGGS ENGINEERING &TESTING A Division of PKAssociates, Inc. Mark iebert Materials Laboratory Supervisor Construction Technology Division Enclosures: 100 Weymouth Street-Unit B=1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781)871-6040•Fax(781) 871-7982 Phone (401)658-2990 •Fax (401) 658-2977 o" a■` BRIGGS1 Briggs Engineering & Testing A DMSlON OF PK ASSOCIATES,INC. October 22, 1997 J.K. Scanlan Co., Inc. P.O. Box 1210 Pocasset, MA 02559 Attn: Mr. Jack Dankert EVALUATION OF SOIL EXCEL CORPORATE HEADQUATERS PROJECT NUMBER, 72463 f REFERENCE NUMBER M-2397 DATE RECEIVED 21 October 1997 SPECIMEN One sample of Gravelly Sand obtained from site. METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard Test Method D 1557,Method C, four point procedure, and ASTM D 4718. RESULTS PROCTOR.;. Maximum Dry Density (pcf) 130.2 Optimum Moisture (%) 6.0 Oversize Correction (%) 15.0 REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Asoociates, Inc. Mark Ci rt Materials Laboratory-.Supervisor Construction Technology Division Enclosures 100 Weymouth t - S reef-Unit B 1 y 100 Pound Road Rockland, N1A 02370 Cumberland, RI 02864 Phone (781) 871-6040• Fax(781)871-7982 Phone (401)'658-2990 • Fax (401) 658-2977 BRIG Briggs Engineering & Testing A Division of PKAssocietes,Inc. ('P r oii e c t: Excel Corp. Sam le no. M-2397 Date: 10/22/97 Proctor 131 Max. Dry Density l30 130.2 pcf Optimum Moisture A 1-8 6.0 % 127 Over Size Correction 126 15% FT- 125 2 3 d 6 6 7 8 9 10 11 Moisture % NUTTER, McCLENNEN & FISH, LLP ATTORNEYS AT LAW ROUTE 132-1513 IYANNOUGH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601-1630 TELEPHONE:508 790-5400 FACSIMILE:508 771-8079 DIRECT DIAL NUMBER (508) 790-5407 October 23, 1997 #23230-1 Hand Delivered Dorr Fox, Chief Regulatory Officer Jeffrey Levine, Planner Cape Cod Commission 3225 Main Street P.O..Box 226 Barnstable,-MA 02630 Re: Excel Switching Corporation ("Excel") Dear Jeff and Dorr: Thank you for taking time to meet with me with reference to the above matter. Per your request, we have conducted additional investigation into the history and use of the former Auburn Wire building, now owed by Excel. The building in question was constructed in 1980 and, according to Building Permit records, consisted of approximately 22,800 square feet of building footprint (190' x 120'). The building also contained a mezzanine area consisting of approximately 4,000 - 5,000 square feet. The building was built originally by Paul Lorusso and was leased to Auburn Wire by a lease dated September, 1981. The lease was a fifteen year lease running to . August, 1996. Auburn Wire relocated off Cape and vacated the premises on or about May 1, 1996. Auburn Wire was a designer and fabricator of wire components made from previously manufactured wire and..metal materials. The wire products were designed to specifications provided by outside purchasers and vendors. Engineering and design facilities were included i NUTTER. McCLENNEN & FISH. LLP October 23, 1997 Page 2 within the offices located within the Auburn Wire building during the time period in question, as well as limited research and development. A primary activity of the company was to fabricate and assemble coaxial cable for main frame computers, particularly in the aerospace industry. A significant portion of that activity consisted of reviewing specifications, upgrading engineering components and reassembling and braiding the wire products to meet the specifications. In addition. to the foregoing, the entire Business operation of the company was located within the facility, including sales, accounting, general management, receivables and payables. Also product shipping and assembly areas were located within the facility. In approximately 1986 a 4,000 square foot addition was added, which was used for receiving and shipping. Accordingly, the total floor area of the building was approximately 30,800. We are informed that the company operated three 8 hour shifts, twenty four hours a day, Monday through Friday, with 1/2 day shifts on Saturday. In addition, at various times during the occupancy by Auburn Wire, seven day shifts were utilized. It has been estimated that the work force located within the building varied betwee 80 to 120, depending on the year in question. Based upon the foregoing, we believe that the prior utilization of the premises was a mixed commercial use, predominantly in the area of design, assembly and light manufacturing. In preparation for the filing of our DRI Exemption request with the Cape Cod Commission, extensive discussions were had with the Building Commissioner of Barnstable, Ralph Crossen. The Building Commissioner has agreed with our analysis that the proposed use by Excel as a research, development and assembly facility is not a change of use. We do not anticipate any increase in estimated water usage, and believe that there will be a net decrease in the presence of hazardous material. The property will be connected to Town sewer. Based upon the anticipated utilization of the premises as described in our DRI Exemption application and Site Plan Review materials presented to the Site Plan Review Committee in Barnstable, we do not believe that the proposed use constitutes a change of use under Section 12 of the Cape Cod Commission Act or Sections 3(e) and 3(f) of the DRI Regulations. Accordingly, we would request concurrently from Commission staff that this will not be considered a change of use, and that we may proceed to an expedited hearing on the DRI NUTTER. McCLENNEN & FISH, LLP October 23, 1997 Page 3 exemption for the additional amount of square footage request. Should you require any additional information or have any questions concerning the foregoing, please contact me directly at 790-5407. Thank you for your consideration of the foregoing. Very truly yours, Patrick M. Butler PMB/cam cc: Christopher Stavros, General Counsel Ralph Crossen, Building Commissioner, Town of Barnstable 397831 1.WP6 4 �pF THE Tp� + B"NSMBM The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner October 27, 1997 Door Fox Cape Cod Commission 3225 Main Street PO Box 226 Barnstable, MA 02630 Re: Excel, Inc.. Dear Mr. Fox, Our records indicate that the original building comprised 19,600 square feet and later (early 1980's) was increased to 23,200 square feet. We have no information in our records concerning the mezzanine. I might add that two years ago I went through this building with Mr. Larusso and the Excel folks. I remember a mezzanine type area however I do not have any square footage data on that. If I can be of any further assistance, please do not hesitate to call. Respectfully, Ralph Crossen Building Commissioner cc Attorney Patrick Butler .._..... .. . . . . . . OF-Bs� CAPE COD COMMISSION O + 3225 MAIN STREET U P.O. BOX 226 BARNSTABLE, MA 02630 �ssACH�1S (508)362-3828 FAX(508)362-3136 E-mail: 74260.3152@compuserve.com TRANSMITTED BY FACSIMILE AND MAIL October 24, 1997 Ralph Crossen Building Commissioner Town of Barnstable Barnstable Town Hall 267 South Street Hyannis, MA 02601 Re: Excel Inc. Auburn Wire Site Dear Mr. Crossen: Attorney Butler has filed information to us regarding the previous and proposed uses for the Auburn Wire site for our change of use determination. If possible, we would appreciate it if you would verify and clarify the following information regarding the former Auburn Wire building. Mr. Butler's letter says that the previous building was constructed in 1980 and originally consisted of a 190' by 120' footprint, or 22,800 square feet. That building o n -7 µ •+.n •� .-. �...o I A (inn ,. �r�n n�.t..,..nl.�a} {} t..l L 7` QQ!n!� �. 2r1 Q(�((�� T ul 0 1'�aC.: uwzt cti�i..y O� r,0t�v to 5,.lvv.:f�laiu�, lt._-�, for z. �QttAi iii,�(j,G,fJ �ni . ,V S:.ikari. feet. In about 1986, he writes that a 4,000 square foot addition was constructed, bringing the total to 30,800 to 31,800 square feet. Thank you for your attention to this matter. Sincerely, Jeff Levine Project Planner 10/27/97 15:22 '015087718079 NUTTER,MCCLENNEN 2002 4 NUTTER, c ENNEN & FISH, LLP LCL A FrORNEY` AT LAW ROOM 132 1513 i7ANNOUGH ROM P.O.BOX 1630 HYANNIS,MASSACF-I[1SMS 02601-1630 TFLEPHO NE:508 790-5400 FACSNUE:SOB 771-8079 17aEcr DIAL NUMUR (508) 790-5407 Octobet 23, 1997 (#23231 Land Delivered Dorr Fox, Chief Regulatory Officer Jeffrey Levine, Plan= Cape Cod Commission 3225 Main. Street P.O. Box 226 Barnstable, MA/096 0 Re: / Excel itcWng CM oration xcel" Dear Jeff and b r, Thank you for taking tiiue to meet with me. with reference to the above matter. Per your request, we have conducted addition�d investigation into the history and use of the former Auburn Wire building, now owed by Excel.. The building in question was constructed in 1980 and, according to Building Permit records, consisted of approximately 22,800 square feet of building footprint (190' x 120'). The building also contained a mezzanine area consisting of approximately 4,000 - 5,000 square feet. The building was built originally by Paul Lorusso and was leased to AuburnWire by a lease dated September, 1981. The lease was a fifteen year lease running to August, 1996. Auburn Wire relocated off Cape and vacated the premises on or about May 1, 1996, Auburn Wire was a designer and fabricator of wire components made from previously manufactured wire and metal materials_ The wire products were designed to specifications provided by outside purchasers and vendors. Engineering and design facilities were included f 10/27 97 15:22 '015087718079 NUTTERACCLENNEN d003 NUTTER MCCLENNEN & FISII. LLF October 23, 1997 Page 2 within the offices located within the Auburn Wire building durinb the time period in question, as well as limited research and development. A primary activity of the company was to fabricate and assemble coaxial cable for main frame computers, particularly in the aerospace industry. A significant portion of that activity consisted of reviewing specifications, upgrading engineering components and reassembling and braiding the wire products to meet the specifications. In addition to the foregoing, the entire business operation of the company was located within the facility, including sales, accounting, general management, receivables and payables. Also product shipping and assembly areas were located within the facility. In approximately 1986 a 4,000 square foot addition was added, which was used for receiving and shipping. Accordingly, the total floor area of the building was approximately 30,800. We are informed that the company operated three 8 hour shifts, twenty four hours a day, Monday through Friday, with 1/2 day shifts on Saturday. In addition, at various times during the occupancy by Auburn Wire, seven day shifts were utilized. It has been estimated that the work force located within the building varied betwee 80 to 120, depending on the year in question. Based upon the foregoing, we believe that the prior utilization of the premises was a mixed commercial use, predominantly in the area of design, assembly and light manufacturing. In preparation for the filing of our DRI Exemption request with the Cape Cod Commission, extensive discussions were had with the Building Commissioner of Barnstable, Ralph Crossen. The Building Commissioner has agreed with our analysis that the proposed use by Excel as a research, development and assembly facility is not a cluulge t-)f use. We do not anticipate any increase iii estimated water usage, and believe that there will be a net decrease in the presence of hazardous material. The property will be connected to Town sewer. Based upon the anticipated utilization of the premises as described in our DRI Exemption application and Site Plan Review materials presented to the Site Plan Review Committee in Barnstable, we do not believe that the proposed use constitutes a change of use under Section 12 of the Cape Cod Conunission Act or Sections 3(e) and 3(t) of the DRI Regulations. Accordingly, we would request concurrently from Commission staff that this will not be considered a change of use, and that we may proceed to an expedited hearing on the DRI f 10/27/97 15:23 '015087718079 NUTTER,MCCLENNEN 004 NUTTER. McCLENNEN Fic FISH, LLP October 23, 1997 Page 3 exemption for the additional wrtount. of Square footage request. Should you require ally additional information or have any questions concerning the foregoi..ng, please contact .me directly at 790-5407. Thank you for your consideration of the foregoing, Very truly yours; Patrick M. Butler PMB/cam cc: Christopher Stavros, General Counsel Ralph Crossen, Building Commissioner, Town of Barnstable 397831 1.WP6 4 SENT BY:Xercx Teleccpier 7020 ;10-294-97 012:40P110 Barnstable County-° 79062304 1 OV 3 CAPE COD COMMISSION ® � 3226 MAIN STREET f P.O.BOX 226 BARNSTA®LE, NIA 02630 �ssAC�IUs 06)302-3828 - FAX( )382-3136 E-mall;74260,31524compuserio,com October 24, 1997 Ralph Crossen Building Commissioner Town of Barnstable Barnstable Town Hall 267 South Street Hyannis,MA 02601 e 1 Dear Mr. Crossen: Attorney Butler has filed irformation to is regarding the previous and proposed uses for the Auburn Wire site for our change of use determination. If possible, we would appreciate it if you would verify and clarify the following information regarding the former Auburn Wire building. Mr; Butler's letter says that the previous building was constructed in 1980 and originally consisted of a 1.90' by 120' footprint, or 22,800 square feet. That building also had a mezzanine of 4,000 to-5,000 square feet, for a total of 26,800 to 27,800 square feet. In about 1986,he writes that a 4,000 square foot addition,was constructed, bringing the total to 30,800 to 31,800 square feet. Thank you for your attention to this matter. Sincerely, �,A AmA Jeff Levine Project Planner f �FTHE + BARNMBLE, AT"59. 64 The Town of Barnstable A Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner January 20, 1998 Attorney Patrick Butler Box 1630 Hyannis, MA 02601 Re: SPR-064-97 Excel Inc., 76 Perserverance Way, Hyannis (295/011) Proposal: Demolition of existing building and reconstruction of research and development facility. Returning to SPR as per conditions set forth on 9/11. Dear Mr. Butler, The above referenced proposal was reviewed at the Site Plan Review meeting of January 15, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following condition: • Applicant must submit revised plans showing lighting, drainage, trees in parking area, and landscaping plan. Revised plan will be signed. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, f Ralph Crossen Building Commissioner LI sanfcrd assCcia CS April 28, 1998 Mr, Ralph Crossen Building Commissioner Building Division Town Office Building 367 Main Street Hyannis, MA 02601 Re: Excel Switching Co. Building 75 Dear Mr. Crossin, As requested, this letter is to confirm the status of first floor Aisle 751-023 where it is adjacent to the Reception Area 751-005. This Aisle where it is adjacent to the Reception Area has been eliminated in order to allow the Reception Area to center on the entry doors. The dead end portion of this Aisle is less than 20 feet and it cross connects to the main aisle via Aisle 751-012. To the best of my knowledge, this change conforms to the State Building Code. As you are aware, Excel plans to connect an addition to this building in this area. This change has been made to accommodate the proposed addition and the functional layout of the spaces surrounding this Reception Area. Upon completion of this addition, the dead end portion of Aisle 751-023 will be eliminated. if you have any questions or concerns regarding this change, please call me to discuss them. Thank you for your time and effort on this project. Sincerely, Douglas K. Sanford cc: Art Bartlett �.. AO CA r\i[:nRn t(zQr) 1ATFq INC -22 CLAY HILL DRIVE. PLYMOUTH, MA 02360- (508)747-4300 of BA `J1 CAPE COD COMMISSION 0 r .3225 MAIN STREET U r� P.O. BOX 226 BARNSTABLE, MA 02630 �ssACHUS��� (508)362-3828 , FAX(508)362-3136 E-mail:.frontdesk O capecodcommission.org Ms. Kathy Maloney Barnstable Building Department Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 October 18, 1999 Re: Excel Switching Corporation Dear Ms. Maloney, This is to confirm that based on our conversation on 10/18/99, the building at �77-5-_Pgseverance'Way is the former Auburn Wire Building that was the subject of our-project #TR97029 (Excel Switching Corporation) with a Decision date of 12/18/97. According to the Town's Building Permit, this building consists of 46,400 square feet. Please feel free to contact me if you have any further questions. Sincerely, J Tana Watt Project Planner t�.1 Oct-18-99 12:31pm From-CAPE COD COMMISSION 5083623826 T-604 P.02/02 F-304 CAPE COD COMMISSION T J �1, O 3225 MAIN STREET P.O.BOX 228 \� T BARNSTABLE,MA 02630 (608) y�ACHUs FAX(508)3 2.3836 E-mail:frontdesk0capecodcommission.org Ms. Kathy Maloney Barnstable Building Department Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 October 18, 1999 Re: Excel Switching Corporation Dear Ms. Maloney; This is to confirm that based on our cwiversation on 10/18/99,the building at 75 Perseverance Way is the former Auburn Mire Building that was the subject of our project#TR97029 (Excel Switching Corporation)with a Decision date of 12/18/97. According to the Town's Building Permit, this building consists of 46,400 square feet. Please feel free to contact me if you have any further questions. Sincerely, Tana Watt Project Planner t Oct-18-83 12:31pm From-CAPE COD COMMISSION 508362SS28 T-604 P.01/02 F-20A CAPE COD COMMISSION 3225 MAIN STREET jJ P.Q.BOX 226 BARNSTABLE,MA 02630 \r9 ��� (5081362-3828 �s�1_CirItSS;i FAX(508)362-3126 E-rriail:irontdask@capecodcommisslon.org T'ELECOPIES/ TRANSMITTAL COVE. SHEET DATE: 1 _$/99__ PAGES; _ 2 (including this page) TO: FROM: NAME:_ Kathy Maloney NA1 IE: Tana Watt FAX : 790-623( FAX 362-3136 LO CATION:Barnstable Bldg. Dept. LOCATION:CaDe Cod Commission PHONE: PHONE: (508) 362-382 Comments; Kathy—Please feel free to call me again if this doesn't suffice? II t W I IF YOU DO NOT RECEIVE ALL THE (PAGES, PLEASE CALF. BACK AS SOON AS POSSIBLE. THANK YOU. r if BAR CAPE COD COMMISSION .. .3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 9s�ACHUS � FAX 8)3 2-382836 E-mail:frontdesk@capecodcommission.org r Mr. Ralph Crosson, Building Commissioner Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 October 14, 1999 Re: Excel Switching Corporation Dear Mr. Crosson, Attached please find a copy of the Final Certificate of Compliance for the "Excel Switching Corporation" (the project formerly known as the "Auburn Wire Building" #TR97029) and a copy-of a Partial Certificate of Compliance for Phase 1 (#TR98005) issued-for the "ExcehSwitching Corporation, Corporate Facilities Master Plan" in Barnstable Massachusetts. The Commission issued them on October 14, 1999. The Certificates allow the applicant to occupy and use tli econd floor and 10,000 square-feet of the first floor of the 56,822 square foot addition. It has come to our attention that a temporary Certificate of Occupancy was issued for a portion of the first floor of the new addition prior to the issuance of a Partial Certificate of Compliance from the Commission for said area. We appreciate that you required the issuance of a Certificate of Compliance for the next portion of the project prior to issuing a Certificate of Occupancy. This allows us to ensure that the Conditions in the Decision are properly met. I have also enclosed a copy of a recent modification to the Decision that allows the project to be occupied in phases. This allows the Commission to issue Partial Certificates of Compliance that enable you to issue Partial or Temporary Certificates of Occupancy. Thank you for your cooperation. Please feel free to contact me if you have any questions. 7S' e ly, I , Tana Watt Project Planner e. cc: .David.Ansel; Cape Cod Commission Representative- , Barnstable Planning Board c; CAPE COD COMMISSION 9 v ®_:. 3225 MAIN STREET P.O. BOX 226 BARNSTABLE,MA 02630 (508)362-3828 SACHUSti FAX(508)362-3136 E-mail:frontdesk0capecodcommission.org 1�VLsz�� C191RUHIFIC U19 (31F CO'N11FILHNO3 DATE: October 14, 1999 APPLICANT: Excel Switching Corporation Perseverance Way Hyannis, MA Attn: Attorney Patrick Butler PROJECT: The "Excel Switching Corporation" (formerly Auburn Wire Building) Barnstable, Massachusetts PROJECT #: TR97029 LOT/PARCEL: Book 1082, Page 17 (Lot 295), Parcel 11) I hereby certify that The Excel Switching Corporation, applicant on the above referenced project, properly complies with the Development of Regional Impact Decision dated December 18, 1997, and that all conditions attached to the decision have been met. C � Marg enn, xecutive Director Date Commonwealth of Massachusetts Barnstable, ss. kcP Subscribed and sworn to before me this d of - Leds ame, Notary Public My Commission expires: wwsr�coum 1M�.Eimer Mo..».2001 t� The Town of Barnstable M Department of Health Safety and Environmental Services i 39- Ak Building Division FD N1A'� 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 31, 1998 Attorney Patrick Butler Nutter, McClennen& Fish Route 132 - 1513 Iyannough Road PO Box 1630 Hyannis, MA 02601 Re: SPR-064-97 Excel Switching Corp, Master Facilities Plan, 76/60 Perserverance Way, Hyannis (Barnstable Fire District) (295/011) *REVISED PLAN* Dear Attorney Butler, The above referenced proposal was reviewed at the Site Plan Review Meeting of August 27, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the.Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, l� Ralph Crossen Building Commissioner Ckl NUTTER, McCLENNEN & FISH, LLP 11 ATTORNEYS AT LAW 1 ROUTE 132-1513 IYANNOUGH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601-1630 TELEPHONE:508 790-5400 FACSIMILE:508 771-8079 DIRECT DIAL NUMBER (508) 790-5407 E-MAIL ADDRESS pmb@nutter.com October 29, 1999 #23230-5 Ralph Crossen, Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Excel Switching Corporation Dear Ralph: Enclosed please find an'additional'partial certificate of compliance issued by the Cape Cod Commission with reference to the entire first floor area of the building currently under construction. Please feel free to contact me should you have any questions concerning the enclosed. Very truly yours, Patrick M. Butler PMB/cam cc: Tana Watt, Planner Christopher Stavros,`General Counsel Art Bartlett, Project Manager i y . of BA��s,, CAPE COD COMMISSION U ® � 3225 MAIN STREET P.O. BOX 226 BARNSTABLE,MA 02630 yss Sti� (508)362-3828 A CHV FAX(508)362 3136 E-mail:frontdeskOcapecodcommission.org DATE: October 27, 1999 APPLICANT: Excel Switching Corporation Perseverance Way Hyannis, MA Attn: Attorney Patrick Butler PROJECT: The "Excel Switching Corporation Corporate Facilities Master Plan" Barnstable, Massachusetts PROJECT #: TR98005 LOT/PARCEL: Book 11191 Page 10 l hereby certify that The Excel Switching Corporation, applicant on'the above referenced project, properly complies with all conditions subject to.Phase 2 of the Development of Regional Impact Decision dated June 18, 1998, and the modification to it dated October 7, 1999. Phase 2 of the project includes the entire first floor (excluding 10,000 square feet that was approved as part of the Phase I Certificate of Compliance) of the 56,822 square foot addition. Included as part of this Certificate of Compliance are the cafeteria, kitchen and remaining office space on the first floor. Issuance of a Partial Certificate of Compliance for this project was conditioned on a Final Certificate of Compliance for#TR97029 (The Excel Switching Corporation, formerly Auburn Wire Building). Pursuant to General Condition #1, the project properly complies with the Conditions of #TR97029. f 1 e A Final Certificate of Compliance will be issued upon completion of the 42,000 square foot addition and final landscaping. Another Partial Certificate of Compliance may be issued prior to the Final Certificate of Compliance. � 9 Mar Fen Executive Director Date Commonwealth of Massachusetts Barnstable, ss. cf— '1 Subscribed and sworn to before me thi . fay of 1999 n Name, Not Public OFFICIAL SEA1 ELF My Commission expires: 9 KpTHARINF SAI STASU N'TTY My Loam BON The Town of Barnstable h f n Environmental Services MAM . �„�„�, . Department of Health Safety t Sa and 039. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 28, 1998 Attorney Patrick Butler Nutter, McClennen& Fish PO Box 1630 Hyannis, MA 02601 PR-064-97 Excel Inc. 76 60 Perserverance WaY S / , Hyannis (295/011) Proposal: Demolition of existing building and reconstruction of research and development facility. 'Revised temporaryparkiagplan' Dear Mr. Butler, The above referenced proposal was reviewed at the Site Plan Review Meeting of May 28, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following condition: • Access to Attucks Way Extension will be reviewed by Site Plan Review after approval by Cape Cod Commission, Barnstable Town officials and Barnstable Fire Department. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner Town of Barnstable Regulatory Services '""'''S''MAN. ' Thomas F.Geiler,Director 1639. Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 24,2001 Brigit King The Planning&Zoning Resource Corporation 25 South Oklahoma Avenue Suite 300 Oklahoma City,OK 73104 Re: Your request for information regarding Lucent Technologies 255 Independence Drive,Barnstable 45 Perseverance Drive,Barnstable 75 Perseverance Drive,Barnstable Dear Ms King: In response to your request concerning the above mentioned propertys' compliance with applicable codes, regulations and ordinances please be advised as follows: (1)The Building Commissioner is responsible for enforcement of building codes and zoning ordinances related to development within the Town of Barnstable,Barnstable County,MA. (ii)The property is located in an IND zone&GP&WP Groundwater Protection Overlay districts which provide for the existing uses-as indicated on the attached building permit and Certificates of Occupancy. (iii)To the best of my knowledge and within my authority,there are no pending violations of any applicable building codes or zoning ordinances and there are no pending rezoning applications,hearings,cases, appeals,or other proceedings which could affect the zoning classification of this property,except unfulfilled requirements of the Cape Cod Commission(see enclosure#1) Copies of Certificates of Occupancy and letter from the Cape Cod Commission enclosed. Sincerely, Elbert C.Ulshoeffer, Building Commissioner Am enclosures(5) g010524a Address: ,nPf�ho Permit#: "z�;? Date: LARGE ROLLED PLANS ARE IN BOX FOR ARCHIVING. �1 �� �� v I{ f C _ c� ` { ' I 1 s 4 4 ti Engineering Dept. (3rd floor) Map oa 9S Parcel /` Permit# l House# 74 Date Issued l0 Board of Health(3rd floor)(8:15 - 9:30/ 1:00-4:30JAIvr0' S Fee Conservation Office.(4th floor)(8;30- 9:30/1:00-2:00) Tannin 1st floor/School Admin. Bldg.) AFPWCANT g Dept.p •( CONNBCTI SEWER Definitive Plan Approved by Planning Board 19 _ !�G>N6EB pg Tot RNSTABLE. MASS �tEO MA'S a` TOWN OF BARN5TABLE Building Permit Application,, A P jec ddress 7� ��i�S �i�,lC� uw9y C Yei/ Lo ? Vi age A Owner �X st, LT7 Address o� X-i-41 Telephone ,9 dad 77 Permit Request A14W First Floor_�1, a(d-b squarefeet Pecond Floor d-V square feet Construction Type A� ty kc c Estimated Project Cost $ , usL (�l� ove try. /�,4 rn.�,i, Zoning District ood am Water Protection Lot Size 2 O j() S. r Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) a Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other � f/27Q oril 604A& Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: grl(!ras ❑Oil ❑Electric ❑Other Central Air 2fes ❑No Fireplaces:Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None. ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial &Y''eS ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name �.K_ 5k,//®„J �. �,/C. Telephone Number Address .S_? b ,ipor rS i g= p/d• License# An- l -/15 _ Home Improvement Contractor# /11/1 02S5�2 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEjT — BUILD PERMIT DENIED FOR THEs �OLLOWI G REASON(S) j 1�' r FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r MAP/PARCEL NO. ADDRESS - f VILLAGE r1 OWNER DATE OF INSPECTION: Jwo ' . FOUNDA ION FRAME INSULATION— FIREPLACE , FIREPLACE k ' ELECTRICAL:• ROUGH ,. FINAL ` PLUMBING:i ROUGH -►. = FINAL GAS: H :"FINAL FINALBUILDINM'sa - f • i53 DATE CLOSED OU9'¢� ASSOCIATION PLAN. `? ' k d•.GX10VJ IfZ EX snNGTp PARTITION THRU TFECELM r ',.��; - 4 j �� • - 1 l y �•J i .�.,r. _ Jn` .• 1 �•t '� •_ ,1 �.V, r 4 �`La. �t 3``. -I, > a F> tx !!!t.-�, _r •..y fiaJ'Sr.' cNOTEa ,� •�, � � i,:; z' � >� I A ,tj �., <] ,.sir to '{ ! .(4 Y r a. x71 is r } t •4, ! « tfill, w IN ie ;r .� '` c� � ; c� ;J..t M _ +p# y,t ri�� � �. �k _• r l dtt r f Ia x.d s.+v� .� # Stkr., tt i. R � ,*v Y,h?k sgA+ "'sr } p` 'r/�g.�� •�Xq.,ytr ` a`•s1' v6. r A:•H, y,y x} <-.! 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MATCH' 0 • {7 a 1 •. S rkn eA ��7� c,1 k/ESTIBULE c 145-074 a Olt k I,. I -KEY PLAN it r € r a}` z'j -``. - _ > a ". ����■� •� ���� .. •`+tip y � .f 1 j+ I ./+ �, ff at Iy_...'V r mo. j ' t OFFICE ti45 jo79 REVISIONS z III IAW DOOR REV1810Ns ./'1•. fir. �•• .'AN9•!'fiA 01_/ ,.'q, rt I ` MAP M- .l ,t 4 2 \ / y` : 295 s > Cis C"# 0 ^t` :A MAP 295 <.- Q 30 / MAP 295 MAP 295 k #44 MAP 295 / 8 295 MAP 295 ' 4-5 MAP 29545 k MAP 295 4-6 r' .1 Pti 2 \y 90 � l / 4-19 g:\basemaps\base295.dgn Nov. 23, 1999 14:07:41 MAP 295 SCALE`t'-=160' t �l� . l �� �� � ���- -�� l� �- � } ��. - _ -- .. r .. _ i -06 Concrete Cylinder Test Result CF7,,11. A. UAL BRIGGS Briggs Engineering & Testing PROJECT. -�-�— ? A Division of PK Associates, Inc. PROJECT#: Date: 2- � Client: L C t BADfid or iU j Approved Mix Design Location: A-rE46 P i� Mix proportions J.K. SCANLAN CO, !NC. (by Wt ) 1 cubic yard Amount mount Cement lbs. rt Ticket No.: 271 Batch Time: ; Fine Aggregate lbs. Stren th Delivered: Coarse Aggregate Ibs. Strenqth Required: Water Gals. Set No.:' Time of Test:-W.;GJ Water Reducing oz. Truck No.: / Load #.: Air Entraining oz. Number of I.: C.'A. Size: Other oz. Slump Air Content '. ASTM C-143 ASTM C-231/C=173 Field Unit Weight pcf Target: Concrete Temp.: I1 Air Temp..- ASTM-C-138 ASTM C-1084 7V S5 Remarks: Contractor and By whom rre ared: g05. 10 producer are both responsible 1 Concrete Source: RYJ-t 77— 5 :- Gals. ... 20 - for added water`as per ASTM 70 of water General Contractor 5 added 3 h i �c E . C-94. Discharge time limit 40 60� Storage Location:0,,fd.,t W gL,�,)4/aTmin max. 90 min. or 300 revolutions. 904 Curing Box: Curing Temp. F° ? CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM G31 and G39 28 Day Air Dry Unit Weight: Pcf Unit Wei ht As Received: �p cf Specimen Date "Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (i n. yin. s' tip. Cf LBS. ;,?rcii ii FSI r,S'iM C-39` D l2 _2 y: ALL Approved: Concrete Cylinder Test Result CF-11 0�LL�6 Briggs Engineering & Testing PROJECT: BRIGGS �— A Division of PK Associates, Inc. PROJECT#: 724,3 Date: Z- ' Client: Cement Brand or Class: Approved Mix Design Location: o Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. r—t A Ticket No.: 77 HO Batch Time: O Fine Aqqregate lbs. Stren th Delivered: Coarse Aggregate lbs. Streng th Required: Water Gals. Set No.: Time of Test:``'r0 Water Reducing oz. Truck No.: Load #.: Air Entraining OZ. Number of I.: - C.A. Size: ?J Other oz. Slump Air Content ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 SS;" Remarks: Contractor and By whom prepared: 90 5 10 producer are both.responsible S Gals Concrete Source: for added water as pee ASTM 70 oadded water 25 General Contractor S 30 T ntGhN C-94 Discharge time limit 90 3, Storage Location: min.,:,!, max. WSW E-T 40 504 90' min. or. 300 revolutions. Curing Box: Curing Temp: F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht: Pcf Unit Wei ht As Received: p cf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at t "est ir,�yy.� i^.' 's iil.' cf 'WSQ. Stren th PSl ASTM C-39' I�A2-1 as U1 '' 2 i1 ! Z 3 - �.S c / a -3706 Approved: Concrete Cylinder Test Result CF-11 ZXX Brig-s Engineering & Testing PROJECT: BRIGGS A Division of PK Associates, Inc. PROJECT#: Z4(�3 Date: • �` ��j Client: J Cement Brand or Class: Approved Mix Design Location: ��(� -�To C Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: \ t Batch Time: Fine Aggregate lbs. Stren th Delivered: (� Coarse Aggregate Ibs. Stren th Required: cc� Water Dais. Set No.: Time of Test:`O= Water Reducing oz. Truck No.: Load #.: Air Entraining oz. Number of C l.: C:A. Size: Other oz. - Slump = )/ Air Content s ASTM C-143 ! ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 -76) 515 Remarks ;'Contractor and 905 B whom prepared: producer are both responsible S '�t Concrete Source: 5 Gals... 2p for. added water as per ASTM 70 of water 25 General Contractor added 5 Al tARc.E T C-94 Discharge tune limit eo 3 Storage Location: min. max. 40 90 min. or..300-revolutions. �� Curing Box: Curing Temp. F° iF'1 CONCRETE SAMPLES FABRICATED-AND TESTED PER ASTM C-31 and G39 28 Day Air Dry Unit Wei ht: Pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive TyPe/Fracture Number Tested at test (in.) (in.) (so. in.) pcf LRS. Strength PSI (ASTM C-39 2.4p`I " 4/ Z :72,4 2-7 70 :-7 { Approved: JAW STEEL COLUMN EXTERIOR FACE OF MASONRY WALL 2" DOW STYROFOAM, R10, TYPICAL FOR ENTIRE PERIMETER OF BLDG. PREMOLJLDED JOINT FILLER FLOOR SLAB o. : a o 0 0 = 2'-6" 1'-6" -21 FOUNDATION WALL AT COLUMN 4'-0" -EXC E L o DOUGLAS SANFORD ASSOCIATES, INC. FOUNDATION I N S U L. 22 CLAY HILL DRIVE BUILDING 75 PLYMOUTH, MA 02360 NOV. 13, 1997 S K a. 508-747-4300 SCALE: NONE" Z10 7- Assessor's map and lot nunI �.... .......... Q c,*THE Toy SEPTIC SYSTEM MUST Sewage Permit number .............(0.................................... INSTALLED IN CdM WITH TITLE fi BaSaSTanLE, i House number ............................. ...................................... 9 rasa _nk" ENTAL CODE 1639. \0� TOWN OF BARNSTABUAT1ONS BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ...............................................................................:.............................................. TYPEOF CONSTRUCTION ...................... .. . . 1n:..'.... ....................................:..........................................:. .......1..........19.7. . r_ TO THE INSPECTOR, OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: s ; Location ..... .....w `.... �,�/� � ............. ....... . E� L Proposed Use ...........................� .... ��/LJi��..................................................................................................................... ZoningDistrict .............. ...Fire District................ ... ........ .... .............................. ............................................... Name of Owner .............. ...........d .......r . .......Address � �/� Name of Builder ..D�7�ivlb`$SGC L<�e '..........Address .......... . ..c.. Y/S"............................................. .Name of Architect ........ .5. .............. .. �..1...............Address ...............................� G�........................................ Number of Rooms ...........E....... ...'.................................Foundation ...... Exlerior �itJC'2� . T...... lily.U� Roofing ........... .. ��C O✓ . Sly�C ............. . ............ 60wC' AZe'/e O�Floors Interior or ..............N....C.....L...E...3.'........�...�.r..9..S..d C��)/(�/PS Heating C �� /✓/�.....:....Ifr�/l f Plumbing .....'oc� . �Ti/Lf T' �DG/t( ... .`f � f. - - -. ... ._..9(._ _ .... .....� Fireplace .........................ND................................................Approximate Cost ............../.l.v�.ObG� .......................................... Definitive Plan Approved b Planning Board __-___________ _______19-_______. Area /� pP Y 9 ---- - ........................... Diagram of Lot and Building with Dimensions Fee ..........Z ......... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnst ble regarding the above ' construction. Gj Name (/f(/ e_4 s Adams Associates, . Ltd. No ....2192�„ Permit for commercial # building ....................... .................................................... Location ............7:5. Perseverance Way �. Barnstable ........................... .. ............... Owner Adams Associates Ltd. ........................ - ° Type-of Construction .......masonry................... - f .�.....: .............. . ................................................ �-lot ............................ Lot ................................ 80 Permit Granted January 3= "Date of Inspection Y. Date Completed ....................../.................19 r, ? -� PERMIT REFUSED' ..... ................... ... 19 X .. . ...... N ....... ., 1.. ........... ........ ®. y n .... .... .... r7.. .! ................... . .. T -�� �. _1' 5 ~ .. si-' - •*'' - Appro $I ........................................ 19 .............:................................................................. , e . ...................." ................................................. V. 3 M Assessor's map and lot number f .l 6 t' .,.{f......jam 1, / fr, :21 Ar't/ ........ ............ .. j+"' �oF TH E Sewage Permit number ...`r ...:?...................................... BAUSSA L TE, B i Housenumber ........................................................................ ro p 1639. �00 CFO NPv a� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... ...�'.... ` � =� ...................................................................................................... TYPE OF CONSTRUCTION rr r:� >' �� ......................... ................................................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... ... l,� . , vr : .. �.. ...:... ..�,................................................................ /................................................... F ProposedUse .......................! ............. ................................................................................................... I :_;z Zoning District ..................Fire District Name of Owner ................................. l�l.�.... .:r f-,..f.........Address ...............................:: i �fG��t' /c ..'........................... Name of Builder ........................ 1GL C:�C ........Address /Y ``; /L?f ....SV ............................ 1 67 Address .Name of Architect ...:.......................................................... .................................................................................... Number of Rooms .. .............c..... -✓.. ........... Foundation ......:........................................:.................... Exterior .. ..,.� .............Roofing .......... i...iL'... ...`.....C�/v „w.. ........... ....... Floors u,cl �, /c f1 11aJ .Interior f .. u...���✓ ..art/i ... Heating =� 7 .`r...... ...rV�: .'.y. ' /:'..........Plumbing ..... .`?....... *' **`..-........ ... . 1 Fireplace ....... .................�VU.......................... Approximate Cost ......... ./ C c'�r.J 0, Le,. . .. . .... ........... .............. Definitive Plan Approved by Planning Board ________________________________19________. Area .. s}.`l`� �' ... Diagram of Lot and Building with Dimensions Fee !....� ' ............ .............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH f I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. . .................... ..................... Adams Associates,Associatea, Ltd. , 21920 commercial No ................. Permit for .................................... ` building . ..............................................................................' � Location ..... 75 Perseverance Way ---------__._-------. ^ � / Barnstable ^ --------'------------'-----'' Adams Associates, Ltd. ' Owner --------_________—_--- � - ` Type of Construction .......maooury.................... � � . � ------~-----.--------------. � � Plot � ~~^^~~^ x 3 Permit' Granted_ ........................................ ' ' � ~._ of Inspection` -----. / ` Date Completed � � � . � PERMIT REFUSED ` .............................................. 19 ' ' .............................. 961� —�'+�'''°—', . . . —'--'' ---'----- ^ —^--^''^----- / v �/ . ��.]��--..'/.i.� n��.��~`---. � v -- ' , Approved.---------------- lt . ` .. ---------------....--------. y . ^ ----------------------'^^^—^` | \ ' | ,•,..K � ,�. - r,t-- 7•- .. y-ay •�. av;t.•a ssr'F:. ,_;o•.r .. � t.,. _ ';"" Assessor's office(1st Floor): C� / Assessor's map and lot number ! "" Q t 1' ° TWE Board of Health(3rd floor): Sewage Permit number • F, --,' _ Z D`Iu� i Engineering Department(3rd floor): d9Y11HLL�ss House number o° 'a39' k Definitive Plan Approved by Planning Board 190 rrr a APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M.only TOWN OF BARNSTABLE =` BUILDING INSPECTOR 07 APPLICATION FOR PERMIT TO L �D S' ^C' CI l�/ TYPE OF CONSTRUCTIONS LSJz 19 1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �J Location Proposed Use �/ li�-A/ • Zoning District -� �'7 G!' r S—/ Y/ / Fire District Name of Owner /7 f 2/74 4 fS~� Address // , to /3e:i 'ill Vo -)" Name of Builder // /e—a- d /.5/'l.S (/lddress P-z�l _ Al /G►z �%� /�i 2 S- �- 2 2- Zf f/-��f ��- � v! Name of Architect 7 f k �/ V , 1 /�C �lz b Address �t �. i 1a6Oeh � Number of Rooms !y/5 � � a' Foundation _ � G � Exterior (4 Roofing �.h �� �'� �u� �•v Floors 4: �1 ' Interior Mb ! I k1 t �� t Heating 1�>�G l� 'C Plumbing I V&At Fireplace s k--P Approximate Cost 2 ' Area r AID f-fer°r .r J'fa,�-�-� - Diagram of Lot and Building with Dimensions Fee �L /0Il OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. e � R Name 45, Construction Supervisor's License �'� � � ADAM ASSOC"�ATEU-) A=2 95 0131 No 33480 Permit For Enclose P1 8t orm Commercial Building Location Perserveranc.e Drive Barnstable Owner Adam Associates Type of Construction Masonr�7 £< Steel Plot Lot Permit Granted January 2 9 f 19 9 01 Date of Inspection rr19 Date Completed �19 � PERM IT COMPLETED �� �� TOWN OF BARNSTABLE Permit No. --------____ Building Inspector 1 �,un►,c Cash OCCUPANCY PERMIT Bond ---______.______ "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ...........................................-1 19...»._».. .......................... .................. .................... .....................».».»».»..»Building Inspector The C(lninioniveafth of.4raSvachavett Department of Ltdustrial.4ccidents A � lwi; Office of/nvesMatlotns - 600 Jf•ushin„tutt Street BuNton. A1uxa. (12111 Workers' Compensation Insurance Affidavit L1i�Plis:irit information•• Please PRINT lei' """"•'"�"�'"�'"'�•�'�' '--"' w- _ name: J. K. SCANLAN COMPANY, INC. loc ttian 53B PORTSIDE DRIVE, P. 0. BOX 1210 city POCASSET, MA 02559 nhnne# (508) 564-6116 1 am a homeowner performing all wort: myself. I am a sole proprietor and have no one working in any capacity rzs.- 1 am an emplover providing workers' compensation for my employees working on this job. comLarn name: J. K. SCANLAN COMPANY'; INC. atitiress: 53B PORTSIDE DRIVE, P. 0. BOX 1210 city; POCASSET, MA 02559 nhnne N. (508) 564-6116 - insurance cn. AMERICAN & FOREIGN INS. COMPANY nolicv#/DCS333906 [) I am a sole proprietor. ;enerai contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: comnanv nnrnc; addresc; cin•; phone#: insttrincc rn. nnlicv# cmmnnnv narnc; address; cin•; phone#• insurance co. noiicv# .Attach additional sheet if neecSs' _.�. .,.r•..._••q -,di• .a-.�y.y. _ c•.• __"'�'•%'.%.-.•,�:�s+•"r•.^•-•""�=--='.: -.::.►.:•�.�:- �='�_._ ..�� .i1a�..��J�WY�f'- -�.. ... •� ...�� _�.__,.....J..�-...r•n.�.—.Ir ir���_..-c. .._ i1IL"iwII:.�iC••1niLwa.rL Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a tine up to 51.500.00 andiur unc%cars' imprisonment:is well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to(lie Office of Investigations of the DIA for coverage verification. I do herehr certify tender the pains and pettaltics of perjury that the information provided above is true and correct. Si=nature ✓ Date �( %Ct. ', .- 't - 1997 Print name Phone (508) 564-6116 official use only do not-write in this area to be completed by city or town ofrtcial `r city or town: permit/licensc# Building Department Licensing Huard o check if immediate response is required 0Sclectmen's Office ► 011calth Department contact person: phone#; rjOther s t Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the: employees. As quoted from the -law-. an emploree is defined as every person in the service of :mother under all,,, contract of hire, express or implied. oral or written. An emplurer is defined as an individual, partnership, association, corporation or other legal entity•• or anv two or inorc the foregoing engaged in a-joint enterprise, and including the legal representatives of a deceased employer. or the recei%,er or trustee of an individual , partnership. association or other legal entity, employing employees. However the owner of a dwellin�a, house having not more than three apartments and who resides therein. or the occupant of the dwelling- house of another who employs persons to do maintenance , construction or repair work on such dwelling, ho: or on the __rounds or building appurtenant thereto shall not because of such employment be deemed to be an empioyer t MGL chapter 152 section 25 also states that even-state or local licensing agency shall withhold the issuance.or reneival of license or permit to operate a business or to construct buildings in the commonwealth for anN- applicant who has not produced acceptable evidence of compliance with the in coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and Supplying company naives. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents foi• confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are requires to obtain a workers' compensation policy. please call the Department at the number listed below. City or Towns Please be sure that tiie affidavit is complete and printed legibly. The Department has provided a space at the bottom o. the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pie.- be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned the Department by mail or FAX unless other arrangements have been made. Tile Office of investigations would like to thank you in advance for you cooperation and should you have any questior please do not hesitate to give us a call. ►-•.a.r v._r..•- .... -..,.... ..� o..-.+••:ems � --ra-�...-..�..Trrtw.+++w_. _ t.w.q�aawvr-er..R^rn���r.�.."- The Departments address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations - 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 Phone #: (617) 727-4900 ext. 406, 409 or 375 - ✓lie t�avnir�xa�zusea�i a��/lCaa7ac/ur�leti', 'Re stricte d To: 00 31570 DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERyiSOR LICENSE 9 _ None Number - Expires: Bir Masonry only � CS 054162 .12i 2911991 1212;1-.-.-' tG - 1 & 2 Family Homes Restricted TO: 00 Failure to possess a current edition of the Insachusetts State Buiildinq Code ARTHUR R BARILETT JR is cause for revocation of this lice^se. ' .r BOI280 E BRIDGEWATER, MA "02333 i t i =r FIRE SPRINKLER SYSTEM SEISMIC SWAY BRACE CALCULATION Prepared For: ` EXCEL Corporate Facility 75 Perseverance Way Hyannis, MA tk OF '.T „ 3� TEC r Prepared By: A. P. Caputo P. E. PYROTECH Consultants, Inc. Y � 1 V EXCEL CORPORATE FACILITIES 75 PERSEVERANCE WAY FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SUMMARY Brace Floor Lateral Longitudinal Braced 2Way/4Way Loos & Co Min Angle # Location Force Force Pipe Size Brace Brace Code from Vertical 1 2 402 2 .5 2Way 1813-00-07 30 2 2 413 233 2 .5 4Way 18C-00-07 30 3 2 402 2 .5 2Way 18B-00-07 30 4 2 (riser) 137 72 3 4Way 18C-00-07 30 5 2 428 3 2Way 1813-00-07 E] 6 2 496 314 3 4Way 18C-00-07EE30 7 2 428 3 2Way 18B-00-07 30 8 2 (riser) 117 72 2 .5 4Way 18C-00-07 30 9 1 102 229 4 4Way 18G00-07 30 10 1 358 4 2Way 18B-00-07 30 11 1 (riser) 109 106 4 4Way 18C-00-07 30 12 1 573 114 3 4Way 18C-00-07 34 13 1 545 3 2Way 18B-00-07 30 14 1 176 4 2Way 18B-00-07 30 15 1 187 339 4 4Way 18C-00-07 30 16 1 179 4 2Way 1813-00-07 30 17 1 179 165 4 4Way 18C-00-07 30 18 1 323 2.5 2Way 18B-00-07 30 19 1 413 259 2.5 4Way 18C-00-07 30 20 1 422 2.5 4Way 18G00-07 30 NOTE: 1)All 4-way braces must include a pipe clamp for attachment to pipe. 2)All brace cable angles shall be a minimum of 30 degrees from the vertical with the exception of brace# 12 which shall be a minimum of 35 degrees from vertical. Where possible brace cable to vertical angle should be a minimum of 45l�' degrees. a a t Brace Cable: Angle and Length Detail # 2 2.5' IL 11 F3.651 , ' L C�= 34.4° Typical Brace Angle & Length For All of 1 st Floor. See Minimum Brace Angle For Each Brace As Shown In The Calculation Summary On This Sheet. (Braces 9 - 21) Brace Cable: Angle and Length Detail # 1 2.5' 2.5' 3.65' `,4.43' IL /10 IL O, r 0 � 34.4 2 t 2 Typical Brace Angle & Length For All of 2nd Floor. See Minimum Brace Angle For Each Brace As Shown In The Calculation Summary On This Sheet. (Braces 1 -B) t :a Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 9 e 'x box'E I Brae For Transverse Brace('x - For Longitudinal ( } STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross Main&Branch Lines. Longitudinal Brace- List Main, Pir)ing only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size CRY Wei ht/Ft Total lbs. Pipe Size oty Wei ht/Ft lbs. 1" ` ## 2.05 1" 1.81 5 11/4 2.93 1 1/4 2. 2 11 3.61 1 l2 - 1 3.04 2 5.1.3 2 4.22 - 2 1/2 5.89 3 3 1 82 0. 7.94 „ [ 1 4 16.40 41 11.78 636.12 611 II 6 31.69 23 .03 11 11 8 47.70 8 40 08 a.x•. .Rf ,x:�k�:;ft� a, ,xc;.z.� ::•; .�:a;\�.a ,�zz \4i :.1;�. ?? i TOTALS -'..z.. ., =x•' >v »��:<`:�:,c�.:; 0.00 TOTALS . „�.�:,.::.::.,,,,,.,>..,��:::.:;K.;.>.\:�::::.:.:, 636.12 Total Weight of Zone .a�.�� 1--`\ 636 1/2 Total Weight of Zone( .5 g ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t LUENCE LOAD to be braced 229.0032 Y t Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 9 ' « >� For Longitudinal Br ace 'x box For Transverse Brace('x g ( ) STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main , Cross Main&Branch Lines. Loagitudinal Brace-Ust Main Pining only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Oty Wei ht/Ft lbs. 2.05 1.81 1 1 1/4 Y:<:<:»::»:< : 2.93 1 1/4 :>:: 2.52 1 1/2 ::.: ;;:;;::;a3: 3.61 1 1/2 3.04 2 1/2 <:;::::<:::::::::::> :;::>;;::::::::::::: 7.89 2 1/2 5.89 :::;:r; :>::»>::: 3 10.82 3 <€Q 7.94 78 82.72 411 11 2 .::,.N:............. 6 31.69 6 23.03 8 47.70 8 40 08 TOTALS ;ri�•:�•:;,�:.?;:�:;,.' ���,•;;c:;.� 0.00I TOTALS- .0 . :,..,.,>, 282.72 .. ,,on" Total Weight of Zone " 283 1/2 Total Weight of Zone(.5 g ) \`���1:,f�� ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t € ZONE OF INFLUENCE LOAD to be braced 101.7792 Page 1 ` Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 10 „ « x'r race x bo<` For Longitudinal Zal B For Transverse Bract('x : g ( ? STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross Main& Branch Lines. Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Qty Wei htfFt lbs. 1" ' 2.05 53:30 1" ` 1.81 >> >: ;« :»>::ry 2.93 1 1/4 «::<:»> 2.52 3.61 1 1/2" 3:04 586.72 2 5.13 2 4.22 2 1/2" 7.8 9 2 1/2 " 5.89 0.00 7.94 0.00 3 10.82 311 :: 11.78 353.40 611 11 6 31.69 23.03 8 ," 47.7 0 8 40. 08 TOTALS ` .< "'..;,: :; k .. .. .. 53.30 TOTALS940.12 ------------- Total Weight of Zone ,a � " 993 1/2 Total Weight of Zone 5 ` :s �k ==1 ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t <"' ZONE OF INFLUENCE LOAD to be braced 357.6312 I r Page 1 4 . Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 11 x�E race X bo> ' For Longitudinal gal B For Transverse Brace( 0 g ( } STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main , Cross Main& Branch Lines. Longitudinal Brace- List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Weight/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. lot 1 1/4 ::;>::»:: >::>::::>::«>>:>>:::: 2.93 1 1/4 »:: 2.52 2 5.13 2 " % 4.22 21/2 ::::::»::»::»>::::>::>::>::>::»>:: 7:89 21/2 >:,>: >::<:>« 5.89 :> 1' 31, 10.82 3 7.94 11 16:40 - 11.78 294. 50 .................. ....... 611 " 31.69 6 23.03 8 4 7.70 8 40.08 TOTALS E.w~ ;w .ME..;. „.��; � :: ;. ti�� 7.18 TOTALS 294.50 ` Total Weight of Zone ME 'NEE `` 302 1/2 Total Weight of Zone(.5 g ) `'` 'k,01 ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t '< `' ? 09 ZONE OF INFLUENCE LOAD to be braced 108.603 i Page 1 - 9 �� . .. ....�� Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 11 Fnr Trans erne Brace 'x For Longitudinal Brace x` box ............. STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main , Cross Main&Branch Lines. Longitudinal Brace -List Main Pining only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Wei ht/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 1 1/4 2.93 1 1/4 <:»: 2.62 1 1/2 :::>;: ;>;>:::>:: 3.61 1 1/2 ::::::: 3.04 nil 5.13 2 ;:.;:: 4.22 2 ::::>::»»<::::»»>::::>::::»»»:: 7.89 21/2 :.<>::> >:: 5.89 " t% 11 7 3 10.82 3 7.94 ,� 4 16.40 4 >> 11.78 294.50 �, 6 31.69 6 23.03 8 47.70 8 40.08 TOTALS �. ;, �:, \ 0.00 TOTALS � <>.,� : :cti.. 294.50 Total Weight of Zone �,�,.111 INE 1 : < 295 1/2 Total Weight of Zone 5 � �` ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t`'' i06 ZONE OF INFLUENCE LOAD to be braced 106.02 f : r Page 1 Consultants Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 12 "x > '< ><` '> "� 'box) ( ...........�.�........,..,�For Longitudinal Brace( x` ```�`' For Transverse Bract STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main . Crass Main& Branch Lines Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Wei ht/Ft Total lbs. Pipe Size Qty Wei htfFt lbs. 2.05 179.38 1" 1.81 1 1/4 «:»:<:»::>:;:»::»»»»::»::> 2.93 1 1/4 :;;::>::»::»::::>::>::>:::»>::»: 2.52 < < '>> 3.61 1 112" <> '>>:' 3.04 10 2,f 513 2 1, 94.40 4.22 2 1/2 7.89 21/2 :::>: 5.89 0.00 » :::::« : 10.82 311 7.94 317.60 4 »:>; «::«::<:» »:::««:: 16.40 4 .:<:>:. 11.78 0.00 6 �� < „ < 31 .69 6 23.03 8 47.70 811 40.08 TOTALS :;:w ;.`..� 179.38 TOTALS .� r. "*` `.. ; :` 1412.00 FTotal Weight of Zone ayti * 1591 1/2 Total Weight of Zone(.5 g ) ����, � ZONE OF INFLUENCE LOAD to be braced OPTIONAL Enter"g"force if other t ZONE OF INFLUENCE LOAD to be braced 572.895 i Page 1 ....: Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System (Number: Brace No: 12 x For Transverse brace( x For Longitudinal Brace( box} STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace Include all Main Crass Main&Brunch Lines longitudinal Brace- List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size oty Wei ht/Ft lbs. 1 2.05 93 1 1/4 2.52 1 1/4" 2. :: 11/2 3.61 1 1/2 3.04 0.00 4.22 2,� 5.13 2 2 89 21/2 7 5.89 0.00 2 1/ 3,, 1 0 82 3 317.6 7.94 0 4 16.40 4 11.78 0.00 61 1 [ 11 31 69 6 23 03 . t 11 81' 70 8 47. 40.08 TOTAL 0.00 TOTALS ............... 317.60 Total Weight of Zone xxxxx ,w :�� �`_,A 3 88 1/2 Total Weight of Zone .5 g ' I ZONE OF INFLUENCE LOAD to be braced. ( ) �s,,,�u.�.y0, OPTIONAL Enter"g"force if other t # ZONE OF INFLUENCE LOAD to be braced 114.336 Page 1 X. % Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 13 ' 'x x<� For Longitudinal Brace bo For Transverse Brad('x ;:<<� '� 9 ( ) STEP 1. Enter pipe footage in Qty column for"Zane of Influence "to be braced. Transverse Brace-Include all Main , Cross Main&Branch Lines. Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Weight/Ft Total lbs. Pipe Size Oty Wei ht/Ft lbs. 1 : :::::>::>:;:<:;«.>:> ' ' 2.05 178.35 1" >::» : :»»»::»>: 1.81 1 1/4 :::>::»>:: :»»::»::»;>::»:<:; 2.93 1 1/411 2.52 1 1/2" <» > > '>':» i<3 3.61 1 1/2" >``< ?> «:. :. 2 1/211 7.89 2 1/2 >::;> 5.89 0.00 10.82 3 ::::::;:>>::>: :»: ::::: 7.94 317.60 4 :<:<;<......:.... :: : :::: 16.40 4 : >: :; ::>::::::::c;:;s::: 11.78 0.00 81 47.70 8 :... 40.08 TOTALS ; ;?ti. �; 178.35 TOTALS ..` * \ .`. <:< : . 1336.00 Total Weight of Zone � � �\ 1514 1/2 Total Weight of Zone( .5 g ) ` y 0� ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t # r( ZONE OF INFLUENCE LOAD to be braced 545.166 i Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL.75 Project Number: Floor No: 1 System Number: Brace No: 14 For Long itudinal Brace x box For Transverse Brace("x ' g ( ) ;. STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Gros Main&Branch Lines. Longitudinal Brace-List Main Piging only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Oty Wei ht/Ft lbs. 1 " 2.05 16.40 1" ' 1.81 1 1/4 " 2.93 1 1/4 2.52 3.61 1 1/2 3.04 0.00 5.13 2 4.22 0.00 2 1/2 ::>:<:>:>:>::»:;:»»:::t:;:: :>:>:: 7.89 2 1/2 31 10.82 311 7.94 0.00 >::»< .....:>< 11.78 471.20 " 6" 23.03 6 31.69 8ft 47.70 811 40.08 >`,� .�a :> 16.40 TOTALS NEII�\ � "4 , .:�„ 471.20 TOTALS , "•>w : :..;;`\, »��„ w:. .� . Total Weight of Zone ` 1/2 Total Weight of Zone(.5 g ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t UENCE LOAD to be braced 175.536 Page 1 _. 0- ., Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 15 For Transverse Brace('x For Longitudinal nai Brac e( x box) STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-include all Main Cross Main&Branch Lines. Loagitudinal Brace-List Fain Pir)inc only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size oty Wei ht/Ft Total lbs. Pipe Size oty Wei ht/Ft lbs. 1 ; :;> :...... 2.05 49.20 1" °`' 1.81 11/4 :::><:»»>::>::>>:>:<:»< >;: 2.93 1 1/4 <>.: 2.52 0.00 1 1/2 :»:::. :;:::,;:: 3.61 1 1/2 3.04 2 5.13 211 4.22 2 1/2 ::::>::>:<;:»:::::::::<: >:::: 7.89 2 1/2 >:;;.: 5.89 0.00 7.94 0.00 311 10.82 3 411 4 <:>::+? 11.78 471.20 6" 31.69 611 23 .03 03 8 47.70 8 40. 08 TOTALS \; w;.......... TOLS \�xz4a �,, ` ,`�, � 471.20 TA Total Weight of Zone "1t� 520 1/2 Total Weight of Zone 5 " `��-��� � ZONE OF INFLUENCE LOAD to be braced. 9 ( • g ) � �, OPTIONAL Enter"g"force if other t > < ' # ZONE OF INFLUENCE LOAD to be braced 187.344 Page 1 r Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 15 x box<> For Longitudinal Brace Far Transverse Brace("x g ( } ` >..... STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Crass Main&Branch Lines. Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 2.05 0.00 1" ` 1.81 ,� 2.93 114 1 1/4 2.52 1 1/2" 3.61 1 1/2 3.04 0.00 211 5.13 2 4.22 2 1/2,1 7. 89 2 1/2" 5.89 0.00 3 10.82 3 7 94 0.00 ff �� 16.40 8 942.40 11 ,6 31.69 611 23.0 3 8 �� 70 8 8 0 40. 47 TOTALS ,, :,,.. ; ...`r �a 0.00 TOTALS .:. �,a �., ..; ;;, `', 942.40 Total Weight of Zone M` 942 1/2 Total Weight of Zone 5 `' °•• ��` ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"tome if other t < # ZONE OF INFLUENCE LOAD to be braced 339.264 f Page 1 <'... Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 16 x'n 1 Brace 'x bo< F For Long itudinal a s�erse Bract 'x : ��t ?> »<.For Fran ( 9 ( ) STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross Main&Branch Lines. Loagitudina€ Brace- Ust Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Wei ht/Ft Total lbs. Pipe Size oty Wei ht/Ft lbs. 1" > ) 2.05 25.71 1" ' 1.81 :::: ::>:: 2.93 1 1/4 :>::>: 2.52 1 1/2 :.;::. ::::;;::#'t,.: 3.61 1 1/2 ;::: 3.04 0.00 " 5.13 21' 4.22 2 1/2 7.89 2 1/2 5.89 0.00 10.82 3 7.94 0.00 3 11.78 471.20 9 611 23 .03 6 31.6 81, G 0 40.08 8„ 47.7 TOTALS ., NM:: -msxtig£a;:A .� w �:: 25.71 TOTALS :;\M1\,�\�\4. \\.: J.\ 471.20 Total Weight ofZone �rIk�, ram; 1/2 Total Weight of Zone(.5 ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t '< # � ZONE OF INFLUENCE LOAD to be braced 178.8865 Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 17 For Brace('x Fo Longitudinal Br ace e x box STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross Main&Branch Lines Longitudinal Brace- List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Wei ht/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 2.05 25.71 1.81 1 1/4 :<»»>::»»>:: ::::>::»::>::::;::>:: 2.93 1 1/4 :::::: 2.52 1 1/2 ::»:«:> 0.00 :::«<: >::<::<:»::»: 3.61 1 1/2 XX 3.04 2 >:<:::>:>:>::<:««««:: :::::<:>::>: 5.13 4.22 21/2 :>::>:::>::: »»»::;::>::>::»:: 7.89 21/2 :;<::. 5.89 0.00 3 :»::>»<»::>»:::<:»::»:;:»:: 10.82 3 ;.:.:> 7.94 0.00 �� ::<:>>>>:: >;:::>::::::::: :: : : :>:»>:»: 4 11.78 471.20 " 6" ` 23.03 6 31.69 47.70 8 40.08 TOTALS K.<. .::;; :, 25.71 TOTALS _ :,� ti = * 471.20 Total Weight of Zone 497 1/2 Total Weight of Zone 5 ON ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t > # 3 ZONE OF INFLUENCE LOAD to be braced 178.8865 Page 1 . Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 17 x box�E race For Transverse Brace('x For Longitudinal S ( } STEP 1. Enter pipe footage in Qty column for"Zane of Influence"to be braced. Transverse Brace-Include all Main Gross Main&Branch lines Lorx/itudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Wei ht/Ft Total lbs. Pipe Size oty Wei ht/Ft lbs. 2.05 0.00 - 2.52 1 1/2 3.61 1 1/2 " ` 3.04 0.00 2 5.13 2 4.22 2 1/2 :<:::>: 7.89 2 1/2 :;;.> 5.89 0.00 3 10.82 3 7.94 0.00 4 :::<>:::>::»>� <««<::«<:»: 16.40 4 >:«:::;;:<:>.;:»::; ::33: 11.78 459.42 0 8 " ` 40.08 8 47.7 �"w:'. ..zap:.,.•.. , .aa. ;...?, 459.42 TOTALS '?, < ;:;::::."'.:w :x``,:,`a.,, .. 0.00 TOTALS ;:zx ;•:<,,.: Total Weight of Zone ti.01 , ..<. 1/2 Total Weight of Zone( .5 g ) ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t € '; ZONE OF INFLUENCE LOAD to be braced 165.3912 Page 1 off . Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 18 .. . .... ... For Transverse ( o Longitudinal Brace x box ................. STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main , Cross Main&Branch Lines. Longitudinal Brace - List Main Pilling only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Wei ht/Ft Total lbs. Pipe Size My Wei ht/Ft lbs. 1"' 2.05 39.87 1" 1.81 1-111 1 1/4 :;;;:::;::::::::<::::;:>::::::::>::>:: 2.93 1 1/4 :.>::::.>::::;:::::>:::;:< 2.52 1 1/2"<€<' » »>'<>» 3.61 1 1/2" `'<' <')? 3 3.04 556.32 .............................. ,2 5.13 2" 4.22 2 1/211 7.89 2 1/211 5.89 170.81 3 1 0.82 3 7.94 0.00 16.40, 411 411 11.78 129.58 " 11 6 6 23.03 6 31. 9 0 8 40.08 8 47.7 TOTALS . kk < ww`' i�\" : 'itik ,,:•.? 39.87 TOTALS .`�. „:a"` ??wa, 856.71 Total Weight of Zone '` � 897 1/2 Total Weight of Zone 5 "�`` ZONE OF INFLUENCE LOAD to be braced. ~ ,. OPTIONAL Enter"g"force if other t < 'f# 23 ZONE OF INFLUENCE LOAD to be braced 322.7697 I Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 19 For Transverse Brace 'x »< '?>>:;:: <`> >'( ...........�e............ For Longitudinal Brace('x box) ..................... STEP 1. Enter pipe footage in Qty column for"Zane of Influence"to be braced. Transverse Brace-Include all Main , Cross Main&Branch Lines, Longitudinal Brace-List Main Piping,only Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size CRY Weight/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 2.05 76.57 1" :::<:::«>:<<><:><> : 1.81 1 1/4 2.93 1—1/-4 :::»:: 2.52 12 3.61 0.00 11/211 3.04 834.48 ,1 ,� 2 :: 5.13 2 4.2 2 2 1/2 :;::»::;>:<::;:::::::::::>::»>::::»:: 7.89 2 1/2 5.89 235.60 311 10.82 3 <:»::;::;.»:;;:::.:;:.;;::.::»: 7.94 0.00 4 16.40 ,1 4 11.78 0.00 6,� 31 6 9 6 23.03 8 47.70 8 40.08 TOTALSJ v. ~\• ;.„' w1 76.57 TOTALS \. \;w\ \ :; ? 1070.08 Total Weight of Zone �r; � ;.•,� 4 ;ti11477 1/2 Total Weight of Zone(.5 g ) � 0� ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t ZONE OF INFLUENCE LOAD to be braced 412.7931 Page 1 - Consultants, Inc. .L, w :. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 19 For Transverse Bracex" < '»» '> " ( �For Longitudinal Brace("x box) > >� > STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main . Cross Main&Branch Lines Longitudinal Brace-List Main Piping Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Wei ht/Ft Total lbs. Pipe Size Qty Weight/Ft lbs. 1" 2.05 0.00 111 1.8 1 2.93 1 1/4 :>::>: 2.52 ljll}j 3.61 0.00 1 1/211 3.04 0.00 2" 11 5.1 3 2 4.22 2 1/2 >::»>::;:;:::::»:>::>::::::.»::> 7.89 2 1/2 ;>::: ::»>::::> £ :: 5.89 594.89 3 11 11 10.82 3 7.94 0.00 4" 11 :• 16.40 4 1.69 6 - 6 - 3 - 23.03 8, 47.70 8 40.0 TOTALS :``fi. 0.00 TOTALS ,: \; ;'' �>: '8 718.58 �.� .. : k..:::::::•x: :: <:�: Total Weight of Zone ����� ` 1/2 Total Weight of Zone 5 ` 9 ( 9) ZONE OF INFLUENCE LOAD to be braced OPTIONAL Enter"g"force if other t £ 3 259 ZONE OF INFLUENCE LOAD to be braced 258.6888 i y Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 1 System Number: Brace No: 20 For Transverse Brace ,: ;::;` '?'> > (�C For Longitudinal Brace{'x' box} STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main , Crass Main&Branch Lines. Longitudinal Brace- List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size CRY Wei ht/Ft Total lbs. Pipe Size Qty Weight/Ft lbs. 1" ' 2.05 132.84 1" 1.81 1 1/4 2.93 1 1/4 2.52 ,� < :: 1 1/2 3.61 0.0 0 1 1/2 = "f 3.04 834.48 ............................ 2 5.13 2 4.22 21/2 7.89 21/2 206.15 5.89 10.823 ,1 3 94 7. 0.00 4 16.40 - 4 11 .78 0.00 6 31.69 6 23.03 ,1 �� t 8 47.70 8 40. 08 TOTALS .. .,:�: 1. `,,,� � :.:.ti: ., .� ,,, ` . 1040.63 '. 132.84 TOTALS ,,,, Total Weight of Zone17110011:411731 1/2 Total Weight of Zone( .5 g } I`,"ISM '� ILL 1 ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t ............. <`33 22 ZONE OF INFLUENCE LOAD to be braced 422.4492 i Page 1 ilk fl%k . .w Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 1 &3 'nal Brac e 'x box _<«� For Long itudinal For Transverse Brace('x : <' � g ( ) .. STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross Main&Branch Lines. Longitudinal Brace- List Main Piging only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Weight/Ft Total lbs. Pipe Size -.0ty Wei ht/Ft lbs. lot ,::<»::::»>37`3 2.05 76.57 1�� ::'::: : ::<:>:<::::;>>:<: 1.81 1. 1/4!' 2.93 1 1/4 :»:<:»;;:;:.;:.::.>:»>:;:;:: 2.52 1 1/2" >> ` `><<» 3 3.61 1 112" € ': '<;' 4 3.04 834.48 1/2" ::ate 5.89 206.15 4.22 .............. 3 10.8 2 311 7.94 11.78 4 16.40" 4 6 :;............: 31.69 6 >:;;;;.,:..:::<:::<:»>:;;:;:::: 23.03 8 47.70 8" 40.08 .. ; ,. s22 OTALS ~ .;"�;. ?. ti.;� . .�. : 1040.63 TOTALS s.,,:A.:..,... A,.,,w , , , .... 76.57 T .:<:.. Total Weight of Zone ti 1117 g ( g ) \ 4` " �� ZONE OF INFLUENCE LOAD to be braced. 1/2 Total Weight of Zone .5 OPTIONAL Enter"g"force if other t » < £#3 402 ZONE OF INFLUENCE LOAD to be braced 402.1911 Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 2 x For Transverse Brad ( x � For Longitudinal Brace( xbo ) STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main , Grogs Bain&Branch Lines. Longitudinal Brace- List Bain Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Filie Total Pipe Size Qty Wei ht/Ft Total lbs. Pipe Size oty Wei ht/Ft lbs. 1.811 2.05 1 1/4 >::»>::»><>::>>::::::»::»»:: 2.93 1 1/4 2.52 :<«::«::<:»» «::<::::::::::: 3.61 1 1/2 .>:>:: 3.0 2 <;:<<::<::<....:;;:<>.«:>;::«<:: 5.13 2 >:;;: 4.22 2 1/2" >::> ::»::;»>::»::>:: 7.89 2 1/2 ;::<.; :;::<>:>: : : 3 :;:::;:>::»>:;:<»»::::>::»»>:: 10.82 3 »:. 7.94 23.03 8 " -40.08 47.70 8 :;.,,..,.,,..., \'` \\;\\\�.:t:'::�;; ::< <::;. TOTALS ` ;,::>.:<...,: :..:,,,,,,.,� ., ,. : 0.00 TOTALS ::.. , ,..�, 647.90 Total Weight of Zone 4 ` ' `i 648 g ( g ) �?��� * —�� ZONE OF INFLUENCE LOAD to be braced. 1/2 Total Weight of Zone 5 OPTIONAL Enter"g"force if other t '< <` ZONE OF INFLUENCE LOAD to be braced 233.244 + Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 2 s x box Brace «`> For Longitudinal . race 'x >>>>`` <..... ( ) For Transverse B ( STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace Include all Main ,Cross Main& Brunch Lines Longitudinal Brace-List Main Pining only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Wei ht/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 1,t ` 2.05 76.57 1" ::: < >»:::::>:h„„:: 1.81 s<»»>:>::»>>::>::»:<: �� ::> 2.52 1 1/4 :>»»::>::»>:; ::»>»»::. 2.93 1 1/4 ::;.:.:::::>::.;;:.;:;:»;:.;::.;: 1 1/2" ><> '':>< #3 3.61 1 1/2" :>'':> > > "!€ 3.04 834.48 4.22 �, :_:;::::>: i } 5.89 235.60 3 10.82 3 7.94 16.40 411 4 11.78 23.03 47.70 81' :: 40.08 TOTALS .\y4 :<:;<; ....:„ .... „ k`�,::.. 76.57 TOTALS �,��\�..�..��;:.. ��...::�.,,,��:., 1070.08 Total Weight of Zone ;` , ;, ; 1/2 Total Weight of Zone( .5 to be braced. OPTIONAL Enter"g"force if other t <> # 13 ZONE OF INFLUENCE LOAD to be braced 412.7931 4 Page 1 " f Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 6 For Transverse Brace("x For Longitudinal Bra { box) ?........ STEIN 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross Main& Branch Lines. Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Wei htiFt Total lbs. Pipe Size Qty Wei ht/Ft lbs. 1.81 2.05 1 1/4 :° »>::::»<:::>:::>:::<:> 2.93 1 1/4 ::::::: 2.52 3.04 1 1/2 .<.,>;>:«::«<:::>::;> »:<:: 3.61 1 1/2 2 :;:<:><:<:>;::: :>;«;;. 5.13 21 : >: .... ..<.. 4.22 2 1/2" ` 7.89 2 1/21 >:;:0: 5.89 , N „ 8 3.40 3 10.82 3 1Qs 7.94 7 6 6 " 23.03 31.69 �� :}{-j[ ?[>[r[`t'?[?[+:;[ 11 8 47.70 8 40.08 TOTALS -�.�: �;�:::a- <;,,,..;:.:•��:a�•�;.>•:;�� 0.00 TOTALS�:�.>::..;��:�;:���.;, .�.».»:.>:,»..,�:, ,.:>�. 873.40 Total Weight of Zone '` �» r�,, ;; 1/2 Total Weight of Zone( .5 g) G ��ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t # a 3 4 ZONE OF INFLUENCE LOAD to be braced 314.424 Y Page 1 t� Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 6 on x >>< For Transverse Bract >``>�` �€>'< ..... For L Br ace 'x bo Longitudinal STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main Cross{Alain&Branch Lines. Longitudinal Brace-List gain Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 1" :'<: # 2.05 225.50 1" 1.81 1 1/4 <:»>:: »»»>::::»>::::>::;:;:: 2.93 1 1/4 :»>: 2.52 " :>:::: :: »»>::> ::>: : 3.61 1 1/2" ....:> :>::; "f+ 3.04 834.48 21/2 ;::»»»::<»>::::::»: :;:::;::: 7.89 2 1/2 5. 3 7.94 317.60 3 10.82 <>t€Q 16.40 4 11.78 ........................... 6 31.69 6 23. 03 8 8 ,t{ 11 40 .08 47.70 TOTALS .:<;., ..:...>..;. ...;:;..w : 1152.08 Total Weight of Zone �� ti« 4 1378 m, mm\'i2:�'&wt! eta\ �.;....z. �. 1/2 Total Weight of Zone( .5 g) * \-� ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t ` # ` 6 496 ZONE OF INFLUENCE LOAD to be braced 495.9288 Page 1 Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 5&7 For Transverse bra ('x For Longitudinal Br ace{„x„box) STEP 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transverse Brace-Include all !Main Cross Main&Branch Lines. Longitudinal Brace -List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Oty Wei ht/Ft lbs. 1 :>«:> 2.05 76.57 1" €:<:>< »<>:<>>>:<::;::: 1.81 1 1/4 :::»»::» »»»>:: ::::>::>:: 2.93 1 1/4 :>::>: 2.52 1/2" ««>::>:>:>«:>:«:«: 3 61 1 1/2" <<> >>>':? ' 45': 3.04 834.48 0.00 2 1/2 :» »»»::»::>::>::>:<:»:<>:: 7.89 2 1/2 :.;:> 5.89 3 .:;::::.;:.:.:>:»>:.;:.::;>::.:::.: 10.82 7.94 277.90 23.03 ....................... TOTALS ;; :>_::»:;<<;;;:;. .w ;;: ;; . : 76.57 TOTALS >:: ;;;;::.;:<;;.. �< .< , v. 1112.38 Total Weight of Zone 1/2 Total Weight of Zone( .5 g ) �:�� ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t _> > 6i 28 ZONE OF INFLUENCE LOAD to be braced 428.0211 Page 1 > Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 4&8 x Brace x bo Bra For Transverse Brace('x For Longitudinal ( } STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace-Include all Main ,Cross Main& Branch Lines. Longitudinal Brace-List Main Piping only. Schedule.40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Qty Weight/Ft Total lbs. Pipe Size Oty MOM lbs. 1.81 2.05 1 1/4 »: ::>>:::<:>::>::>::»:::: 2.93 1 1/4 ::::; 2.52 ,� ,� 4.22 5.13 2 2 2 1 F911 :;:::::<::;::;:::»::<»::>::>::>::>:: 7.89 2 1/2 ::»: ::.::>::;� 5.89 3 3 7.94 10.82 4 ::::_::»:<:> <::>:<:<:::>::>::; 16.40 4 :.....<:::~r: : 11.78 200.26 6 „ 31.69 611 23.03 8 :;s::<::::: :>::::>::::>::::>::>::»;:: 47.70 8 :;;: 40.08 TOTALS w� : :;4<:;:•;< >.;< 0.00 TOTALS .. ::wtQ��a\\\\ 200.26 Total Weight of Zone ; < ;* <_> 1/2Total Weight of Zone( .5 g ) OR �]�ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t > < < #' ZONE OF INFLUENCE LOAD to be braced 72.0936 Page 1 :�:��'�.�•..-....... � Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 8 For Transverse n verse Brace tx�........ " Longitudina l Brace( X )flX}; STEIN 1. Enter pipe footage in Oty column for"Zone of Influence"to be braced. Transvers-e Brace-Include all Main . Cross Main&Branch Lines. Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Weight/Ft Total lbs. Pipe Size Oty Weight/Ft lbs. 2.05 1 >;:: 1.81 >::>::»::»::>::>::>::»»>:::>:: 2.93 1 1/4 :>: 2.52 1 1/2 ;.;::: ::;:#: 3.61 1 1/2 3.04 2 ::>:<<:>_<:::>::::::::>::;::;:>:<>::::: 5.13 2 >::: 4.22 2 1/2 ::_::»::> :<:»::::»»»:::: 7.89 2 1/2" ::;;: »»>::2 5.89 159.03 3 ;.:;:.: ::;:.;:;.;>:.:.::.:::.:::.:>;:. 10.82 3 ;.:.;:;:;;;;;;;;;;;::.;:.:::;.Q: 7.94 4 «« ': « <<> »<<> 16.40 4 .::.;: >;«::9:?t: 11.78 164.92 47.70 8 40.08 TOTALS a:: >;::<< ::<:»:: ::>:::;; ,:; .;; <, 0.001 1 TOTALS >,��::>:>:•:.:`::.::>,,,,.;:,>...,.w�:�<:1 323.95 y+ 324 Total Weight of Zone ti ww a *,v: ; .< .... ., 1/2 Total Weight of Zone g L�� ZONE OF INFLUENCE LOAD to be braced. (.5 ) "�,�� �� OPTIONAL Enter"g"force if other t ZONE OF INFLUENCE LOAD to be braced 116.622 ry Page 1 � > ' Consultants, Inc. FIRE SPRINKLER SYSTEM EARTHQUAKE BRACE CALCULATION SHEET Project Name: EXCEL 75 Project Number: Floor No: 2 System Number: Brace No: 4 For Transverse « e Brace 'x <:>� �»�" >< ' o ( For r Longitudinal Brace( x box) STEP 1. Enter pipe footage in Qty column for"Zone of Influence"to be braced. Transverse Brace- Include all plain . Cross Main& Branch Lines Longitudinal Brace-List Main Piping only. Schedule 40 Pipe Water Filled Schedule 10 Pipe Water Fille Total Pipe Size Oty Wei ht/Ft Total lbs. Pipe Size Qty Wei ht/Ft lbs. 0. 1 ::.;: 1.81 1 1/4 :;;>;::»»::>::»>::>:<:::::::;»:: 2.93 1 1/4 »>: 2.52 1 1/2 :««««;:;>::::<::><::«<:: 3.61 1 1/2" :>;;: 3.04 211 5.13 2 .... 4.22 2 1/2" :»:::::<:::>::»::>::>::::» ::»:::<:> 7.89 2 1/2 5.89 3 :;;;>;;:::;.:;.;;:.::.;::::;;;;;>:. 10.82 3 7.94 214.38 16.40 4 ::.;., , 11.78 164.92 611 :: 31.69 6 ::: 23.03 8- :;::::»»::::>::::»»»::;::»;»:::: 47.70 8 40.08 TOTALS : : < 1 : ; «><<-«;;;;::;::.:::.:::: .,.:,... ...::.. ,... 0.00 379.30 Total Weight of Zone : < < < > _ `>`?>' 379 1/2 Total Weight of Zone (.5 g ) xaµ< < ZONE OF INFLUENCE LOAD to be braced. OPTIONAL Enter"g"force if other t > > sb ZONE OF INFLUENCE LOAD to be braced 136.548 III ` I PYROTECH CONSULTANTS INC. PROJECT: EXCEL75 FIRE PROTECTION ENGINEERS CLIENT: MIK-RON FIRE PROTECTION SANDWICH, MA 02563 DATE: 11-20-1997 FIRE SPRINKLER DESIGN PROGRAM DESIGNER: A. P. CAPUTO P.E. GENERAL PROJECT DATA: BUILDING NAME: CORPORATE FACILITIES BUILDING LOCATION: 75 PERSERVERANCE WAY HYANNIS MA NAME OF OWNER: EXCEL CODE REFERENCE: NFPA 13 DESCRIPTION OF HAZARD: LIGHT (OFFICE) SPRINKLER SYSTEM DESCRIPTION: GRID SPRINKLER SYSTEM TYPE: WET / NAME OF APPROVING AGENCY: HYANNIS FIRE DEPT) DESIGN AREA OF WATER APPLICATION: 1, 500 . 00 SQ.FT. MINIMUM DESIRED FLOW DENSITY: 0 . 10 GPM/SQ.FT. MAXIMUM AREA PER SPRINKLER: 256 . 00 SQ.FT. INSIDE HOSE STREAM ALLOWANCE: 0 . 00 GPM OUTSIDE HOSE STREAM ALLOWANCE: 100 . 00 GPM IN RACK SPRINKLER ALLOWANCE: 0 .00 GPM WATER SUPPLY TEST DATA: TEST HYDRANT IDENTIFICATION: 70 PERSERVERANCE SOURCE OF INFORMATION: MIK-RON DATE OF TEST: HYDRANT ELEVATION: 0 . 00 FT. STATIC PRESSURE: 50 .00 PSI Rirli-"mfyp ?� TEST FLOW RATE: 1, 035 . 00 GPM CAP!M ".. TEST RESIDUAL PRESSURE: 45 . 00 PSIS CALCULATED SYSTEM FLOW RATE: 376 . 00 GPM CALCULATED INFLOW RESIDUAL PRESSURE: 42 . 00 PSI AVAILABLE INFLOW RESIDUAL PRESSURE: 49 . 00 PSI SPRINKLER SPECIFICATIONS : MAKE: FIREMATIC MODEL: MODEL U SIZE: 17/32" TEMPERATURE RATING: 165 F MISCELLANEOUS PROJECT DATA: PROJECT DATA FILENAME: EXCEL75 DEFAULT SPRINKLER K-FACTOR: 7 . 63 CALCULATION MODE : DEMAND HMD MIN RESIDUAL PRESSURE: 10 . 30 PSI NUM OF ACTIVE NODES : 36 LABOR RATE: 0 . 00 $/=R NUM OF INACTIVE NODES: 7 OTHER LABOR HOURS : 0 . 00 HRS NUM OF ACTIVE PIPES : 43 OTHER MATERIAL COSTS : 0 . 00 $ NUM OF INACTIVE PIPES : 0 ------ PIPE SIZING PARAMETERS ------ NUM OF ACTIVE SPRINKS : 10 MAX WATER VELOCITY: 20 . 00 FT;'S NUM OF INACTIVE SPRINKS : 0 MAX FRICTIONAL LOSS/100' : 20 . 00 PS--- SPECIFIED HMD NODE NUMBER: 12 MAX DIAMETER: 12 . 00 IN SYSTEM INFLOW NODE NUMBER: 204 MAX INFLOW RESIDUAL PRESSUR 0 . 00 PS= ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 2 ************************* FIRE SPRINKLER INPUT DATA ************************** NODE INPUT DATA: NODE NODE AREA SPRINKLER PRESSURE NODE (FT) NON-SPRINKLER NO. DESCRIPTION GROUP K FACTOR ESTIMATE ELEVATION DISCHARGE-GPM 1 SPRINKLER 7 .63 13 .96 24 . 00 0 .0 2 SPRINKLER 7 .63 13 .23 23 . 70 0 .0 3 SPRINKLER 8 .10 10 . 89 23 . 00 0 . 0 4 NON-SPRINKLER N/A 13 .15 23 .70 0 . 0 5 SPRINKLER 8 .10 10 .96 23 .00 0 .0 6 NON-SPRINKLER N/A 13 .23 23 .70 0 . 0 7 SPRINKLER 7 . 63 13 . 66 23 . 70 0 . 0 8 SPRINKLER 7 .63 14 . 16 23 . 70 0 . 0 9 SPRINKLER 7 .63 13 .30 23 . 70 0 .0 10 SPRINKLER 8 .10 11 .23 23 . 00 0 .0 11 NON-SPRINKLER N/A 13 .22 23 .70 0 .0 12 HMD SPRINKLER 8 .10 10 .30 23 .00 0 . 0 13 NON-SPRINKLER N/A 13 .27 23 .70 0 . 0 14 SPRINKLER 7 . 63 13 .85 23 . 70 0 . 0 20 NON-SPRINKLER N/A 22 .40 23 . 70 0 .0 21 NON-SPRINKLER N/A 22 .59 23 .70 0 .0 22 NON-SPRINKLER N/A 23 .49 23 .70 '0 . 0 23 NON-SPRINKLER N/A 24 .13 23 . 70 0 . 0 24 NON-SPRINKLER N/A 24 . 62 23 . 70 0 . 0 25 NON-SPRINKLER N/A 25..06 23 .70 0 . 0 26 NON-SPRINKLER N/A 25 .45 23 .70 0 . 0 27 NON-SPRINKLER N/A 25 . 93 23 . 70 0 . 0 - a ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 3 ************************* FIRE SPRINKLER INPUT DATA ************************** NODE INPUT DATA: NODE NODE AREA SPRINKLER PRESSURE NODE (FT) NON-SPRINKLER NO. DESCRIPTION GROUP K FACTOR ESTIMATE ELEVATION DISCHARGE-GPM 28 NON-SPRINKLER N/A 26 .25 23 . 70 0 .0 29 NON-SPRINKLER N/A 26 . 65 23 . 70 0 . 0 30 NON-SPRINKLER N/A 24 . 19 23 .70 0 . 0 31 NON-SPRINKLER N/A 24 .25 23 .70 0 .0 32 NON-SPRINKLER N/A 24 .53 23 .70 0 . 0 33 NON-SPRINKLER N/A 24 .80 23 . 70 0 .0 34 NON-SPRINKLER N/A 25 .08 23 .70 0 . 0 35 NON-SPRINKLER N/A 25 .38 23 . 70 0 . 0 36 NON-SPRINKLER N/A 25 .70 23 . 70 0 .0 37 NON-SPRINKLER N/A 26 . 16 23 . 70 0 .0 38 NON-SPRINKLER N/A 26 .53 23 .70 0 .0 39 NON-SPRINKLER N/A 26 . 78 23 . 70 0 .0 90 NON-SPRINKLER N/A 32 .90 9 . 60 0 .0 91 NON-SPRINKLER N/A 33 . 67 9 . 60 0 .0 92 NON-SPRINKLER N/A 34 . 65 9 . 60 0 . 0 93 NON-SPRINKLER N/A 38 .75 3 . 00 0 .0 200 NON-SPRINKLER N/A 38 . 75 3 . 00 0 . 0 201 NON-SPRINKLER N/A 40 .23 3 . 00 0 . 0 202 NON-SPRINKLER N/A 41 .36 0 . 50 0 .0 203 NON-SPRINKLER N/A 41 .75 0 . 00 100 . 0 204 SYSTEM INFLOW N/A 41 . 75 0 . 00 0 . 0 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 4 ************************* FIRE SPRINKLER INPUT DATA ************************** PIPE INPUT DATA: BEG. END. PIPE NOM.PIPE TYP FITTING EQUIVALENT-PIPE-LENGTH -C- . NODE NODE DESCRIPTION DIA. INCH GRP DATA NOM.LEN FIT TOTAL FAC 1 2 SCHED 10 WET STEE 1 .500 ------- 16 .0 0 .0 16 .0 120 1 20 SCHED 10 WET STEE 1 .500 T 52 .5 8 . 0 60 . 5 120 2 4 SCHED 10 WET STEE 1 .500 ------ 10 .3 0 . 0 10 .3 120 3 4 SCHED 40 WET STEE 1 . 000 ET 4 . 5 7 . 0 11 .5 120 4 6 SCHED 10 WET STEE 1 .500 ------- 16 .0 0 . 0 16 . 0 120 5 6 SCHED 40 WET STEE 1 . 000 ET 4 .5 7 . 0 11 .5 120 6 7 SCHED 10 WET STEE 1 .500 ------- 10 . 0 0 . 0 10 . 0 120 7 30 SCHED 10 WET STEE 1.500 T 79 . 0 8 . 0 87 . 0 120 8 9 SCHED 10 WET STEE 1 .500 ------ 16 . 0 0 . 0 16 . 0 120 8 21 SCHED 10 WET STEE 1.500 T 52 .5 8 .0 60 .5 120 9 11 SCHED 10 WET STEE 1.500 ------- 10 .3 0 .0 10 .3 120 10 11 SCHED 40 WET STEE 1 .000 ET 3 .0 7 . 0 10 . 0 120 11 13 SCHED 10 WET STEE 1 .500 ------ 12 . 0 0 .0 12 . 0 120 12 13 SCHED 40 WET STEE 1. 000 ET 8 .5 7 . 0 15 . 5 120 13 14 SCHED 10 WET STEE 1 .500 ------- 13 .5 0 .0 13 . 5 120 14 31 SCHED 10 WET STEE 1 .500 T 79 .0 8 . 0 87 . 0 120 20 21 SCHED 10 WET STEE 2 .500 ------- 12 . 0 0 .0 12 . 0 120 21 22 SCHED 10 WET STEE 2 .500 ------- 16 . 0 0 . 0 16 . 0 120 22 23 SCHED 10 WET STEE 2 .500 ------- 13 .5 0 . 0 13 .5 120 22 32 SCHED 10 WET STEE 1 .500 2T 183 .0 16 . 0 199 . 0 120 23 24 SCHED 10 WET STEE 2 .500 ------- 12 . 0 0 . 0 12 . 0 120 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 5 ************************* FIRE SPRINKLER INPUT DATA ************************** PIPE INPUT DATA: BEG. END. PIPE NOM.PIPE TYP FITTING EQUIVALENT-PIPE-LENGTH -C- NODE NODE DESCRIPTION DIA. INCH GRP DATA NOM.LEN FIT TOTAL FAC 23 33 SCHED 10 WET STEE 1 .500 2T 183 . 0 16 . 0 199 .0 120 24 25 SCHED 10 WET STEE 2 .500 ------- 12 . 0 0 . 0 12 . 0 120 24 34 SCHED 10 WET STEE 1.500 2T 183 . 0 16 . 0 199 . 0 120 25 26 SCHED 10 WET STEE 2 .500 ------- 12 . 0 0 .0 12 .0 120 25 35 SCHED 10 WET STEE 1.500 2T 183 . 0 16 . 0 199 . 0 120 26 27 SCHED 10 WET STEE 2 .500 ------- 16 . 0 0 . 0 16 .0 120 26 36 SCHED 10 WET STEE 1.500 2T 183 . 0 16 . 0 199 . 0 120 27 28 SCHED 10 WET STEE 2 .500 ------- 12 . 0 0 . 0 12 . 0 120 27 37 SCHED 10 WET STEE 1 .500 2T 183 . 0 16 . 0 199 . 0 120 28 29 SCHED 10 WET STEE 2 .500 2E 5 .0 12 . 0 17 . 0 120 28 38 SCHED 10 WET STEE 1.500 2T 183 . 0 16 . 0 199 .0 120 29 90 SCHED 10 WET STEE 4 .000 T 24 .5 20 . 0 44 .5 120 30 31 SCHED 10 WET STEE 3 .000 ------- 12 . 0 0 . 0 12 . 0 120 31 32 SCHED 10 WET STEE 3 .000 ------- 16 . 0 0 . 0 16 . 0 120 32 33 SCHED 10 WET STEE 3 . 000 ------- 13 .5 0 . 0 13 .5 120 33 34 SCHED 10 WET STEE 3 . 000 ------- 12 .0 0 . 0 12 . 0 120 34 35 SCHED 10 WET STEE 3 . 000 ------- 12 . 0 0 . 0 12 . 0 120 35 36 SCHED 10 WET STEE 3 . 000 ------ 12 . 0 0 . 0 12 . 0 120 36 37 SCHED 10 WET STEE 3 . 000 ------- 16 . 0 0 . 0 16 . 0 120 37 38 SCHED 10 WET STEE 3 . 000 ------- 12 . 0 0 . 0 12 . 0 120 38 39 SCHED 10 WET STEE 3 . 000 ------- 8 . 0 0 . 0 8 . 0 120 39 91 SCHED 10 WET STEE 4 . 000 ET 35 . 5 30 . 0 65 . 5 120 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 6 ************************* FIRE SPRINKLER INPUT DATA ************************** PIPE INPUT DATA: BEG. END. PIPE NOM.PIPE TYP FITTING EQUIVALENT-PIPE-LENGTH -C- NODE NODE DESCRIPTION DIA. INCH GRP DATA NOM.LEN FIT TOTAL FAC 90 91 SCHED 10 WET STEE 4 . 000 3T 187 .5 60 .0 247 .5 120 91 92 SCHED 10 WET STEE 4 . 000 T 20 . 0 20 . 0 40 .0 120 92 93 SCHED 10 WET STEE 4 .000 EG 21 . 1 29 . 0 50 . 1 120 93 200 SCHED 10 WET STEE 6 .000 ------- 2 . 0 0 . 0 2 . 0 120 200 201 BACK FLOW PREVENTER WITH 1 .5 PSI LOSS 201 202 SCHED 10 WET STEE 6 . 000 E 3 . 5 14 . 0 17 .5 120 202 203 CAST IRON, CEMENT 8 . 000 FTG 200 . 0 63 . 8 263 . 8 140 203 204 CAST IRON, CEMENT 8 .000 ------- 1 . 0 0 . 0 . 1 . 0 140 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 7 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 1 - 2 42 .87 28 .51 0 .0 0 . 0 13 . 96 1 - 20 -71.38 28 .51 0 . 0 0 . 0 13 . 96 0 . 000 ------------------------------------------------------------------------------ 2 - 1 -42 . 87 27 .75 0 . 0 0 . 0 13 .23 2 - 4 15 .12 27 .75 0 . 0 0 . 0 13 .23 0 . 000 ------------------------------------------------------------------------------ 3 - 4 -26 .73 26 . 73 0 .0 0 . 0 10 .89 0 .000 ------------------------------------------------------------------------------ 4 - 2 -15 . 12 0 . 00 0 . 0 0 . 0 13 .15 4 - 3 26 .73 0 . 00 0 . 0 0 . 0 13 . 15 4 - 6 -11. 62 0 .00 0 .0 0 .0 13 .15 -0 . 000 ------------------------------------------------------------------------------ 5 - 6 -26 .81 26 .81 0 . 0 0 . 0 10 . 96 0 . 000 ------------------------------------------------------------------------------- 6 - 4 11. 62 0 .00 0 . 0 0 . 0 13 .23 6 - 5 26 . 81 0 .00 0 .0 0 . 0 13 . 23 6 - 7 -38 .42 0 .00 0 : 0 0 .0 13 .23 0 . 000 ------------------------------------------------------------------------------ 7 - 6 38 .42 28 .20 0 . 0 0 . 0 13 . 66 7 - 30 -66 .63 28 .20 0 . 0 0 . 0 13 .66 -0 . 000 --------------------------------------------------------------------- --------- 8 - 9 43 .16 28 .72 0 . 0 0 . 0 14 . 16 8 .21 71 . 87 28 . 72 0 .0 0 . 0 14 . 16 0 . 000 - ----------------------------------------------------------------------------- 9 - 8 -43 .16 27 . 82 0 .0 0 . 0 13 .30 9 - 11 15 .33 27 .82 0 . 0 0 . 0 13 .30 -0 . 000 - ----------------------------------------------------------------------------- 10 - 11 -27 .14 27 . 14 0 . 0 0 . 0 11 . 23 0 . 000 11 - 9 -15 .33 0 . 00 0 . 0 0 . 0 13 . 22 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** _ PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 8 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER . BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 11 - 10 27 . 14 0 .00 0 . 0 0 . 0 13 . 22 11 - 13 -11. 81 0 .00 0 . 0 0 . 0 13 .22 0 . 000 ------------------------------------------------------------------------------ 13 - 11 11.81 0 .00 0.0 0 . 0 13 .27 13 - 12 26 . 00 0 . 00 0 .0 0 .0 13 .27 13 - 14 -37 .81 0 .00 0 .0 0 . 0 13 .27 -0 . 000 ------7----------------------------------------------------- 14 - 13 37 . 81 28 .39 0 .0 0 . 0 13 . 85 14 - 31 -66 .20 28 .39 0 .0 0 . 0 13 . 85 0 . 000 ------------------------------------------------------------------------------ 20 - 1 71.38 .0 . 00 0 .0 0 .0 22 .40 20 - 21 -71. 38 0 .00 0 .0 0 . 0 22 .40 0 .000 ------------------------------------------------------------------------------ 21 - 8 71. 87 0 .00 0 .0 0 . 0 22 . 59 21 - 20 71.38 0 .00 0 .0 0 . 0 22 .59 21 - 22 -143 .25 0 .00 0 .0 0 . 0 22 .59 -0 . 000 ----------------------- ------------------------------------------------------- 22 - 21 143 .25 0 .00 0 . 0 0 . 0 23 .49 22 - 23 -131 .04 0 . 00 0 . 0 0 . 0 23 .49 22 - 32 -12 .21 0 .00 0 .0 0 . 0 23 .49 -0 . 000 ------------------_------------------------------------------------------------ 23 - 22 131 .04 0 . 00 0 . 0 0 . 0 24 . 13 23 - 24 -121.39 0 .00 0 . 0 0 . 0 24 . 13 23 - 33 -9 . 65 0 . 00 0 .0 0 . 0 24 .13 0 . 000 ------------------------------------------------------------------------------- 24 - 23 121.39 0 . 00 0 .0 0 . 0 24 . 62 24 - 25 -113 .58 0 . 00 0 . 0 0 . 0 24 . 62 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 9 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 24 - 34 -7 . 80 0 .00 0 .0 0 . 0 24 . 62 0 .000 ------------------------------------------------------------------------------ 25 - 24 113 .58 0 . 00 0 . 0 0 .0 25 . 06 25 - 26 -107 .15 0 .00 0 .0 0 .0 25 . 06 25 - 35 -6 .43 0 .00 0 .0 0 . 0 25 . 06 0 . 000 ------------------------------------------------------------------------------ 26 - 25 107 .15 0 . 00 0 . 0 0 .0. 25 .45 26 - 27 -101 .51 0 . 00 0 . 0 0 .0 25 .45 26 - 36 -5 . 63 0 . 00 0 . 0 0 .0 25 .45 -0 .001 ------------------------------------------------------------------------------- 27 - 26 101.51 0 . 00 0 .0 0 .0 25 . 93 27 - 28 -96 .07 0 .00 0 .0 0 . 0 25 . 93 27 - 37 -5 .44 0 .00 0 .0 0 .0 25 . 93 0 . 001 ------------------------------------------------------------------------------ 28 27 96 . 07 0 .00 0 . 0 0 .0 26 . 25 28 - 29 -90 .12 0 . 00 0 .0 0 . 0 26 .25 28 - 38 -5 . 96 0 .00 0 . 0 0 .0 26 .25 -0 . 002 ------------------------------------------------------------------------------ 29 - 28 90 .12 0 . 00 0 . 0 0 . 0 26 . 65 29 - 90 -90 .12 0 . 00 0 . 0 0 . 0 26 . 65 0 . 001 ------------------------------------------------------------------------------ 30 - 7 66 . 63 0 . 00 0 . 0 0 . 0 24 . 19 30 - 31 -66 . 63 0 .00 0 .0 0 . 0 24 . 19 0 . 002 ------------------------------------------------------------------------------ 31 - 14 66 .20 0 . 00 0 .0 0 . 0 24 .25 31 - 30 66 . 63 0 . 00 0 . 0 0 .0 . 24 .25 31 - 32 -132 . 83 0 . 00 0 .0 0 . 0 24 .25 -0 . 002 ------------------------------------------------------------------------------ ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 10 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 32 - 22 12 . 21 0 .00 0 . 0 0 . 0 24 . 53 32 - 31 132 . 83 0 .00 0 . 0 0 ..0 24 . 53 32 - 33 -145 . 03 0 .00 0 . 0 0 . 0 24 . 53 0 .001 ------------------------------------------------------------------------------ 33 - 23 9 . 65 0 .00 0 . 0 0 . 0 24 . 80 33 - 32 145 . 03 0 .00 0 . 0 0 . 0 24 .80 33 - 34 -154 . 69 0 . 00 0 . 0 0 . 0 24 . 80 -0 . 000 ------------------------------------------------------------------------------ 34 - 24 7 . 80 0 .00 0 . 0 0 .0 25 .08 34 - 33 154 . 69 0 . 00 0 .0 0 . 0 . 25 . 08 34 - 35 -162 .49 0 .00 0 .0 0 . 0 25 . 08 0 .000 ------------------------------------------------------------------------------ 35 - 25 6 .43 0 .00 0 . 0 0 .0 25 .38 35 - 34 162 .49 0 .00 0 . 0 0 . 0 25 . 38 35 - 36 -168 . 93 0 .00 0 .0 0 .0 25 .38 0 . 000 ------------------------------------------------------------------------------ 36 - 26 5 . 63 0 .00 0 . 0 0 . 0 25 . 70 36 - 35 168 . 93 0 . 00 0 . 0 0 . 0 25 . 70 36 - 37 -174 . 56 0 .00 0 . 0 0 .0 25 . 70 0 . 000 ------------------------------------------------------------------------------ 37 - 27 5 .44 0 .00 0 . 0 0 . 0 26 . 16 37 - 36 174 . 56 0 .00 0 . 0 0 . 0 26 . 16 37 - 38 180 . 00 0 . 00 0 . 0 0 . 0 26 . 16 -0 . 000 ------------------------------------------------------------------------------ 38 - 28 5 . 96 0 . 00 0 . 0 0 . 0 26 .53 38 - 37 180 . 00 0 .00 0 . 0 0 . 0 26 . 53 f ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 11 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 38 - 39 -185 . 96 0 . 00 0 . 0 0 .0 26 .53 -0 . 000 ------------------------------------------------------------------------------ 39 - 38 185 . 96 0 . 00 0 . 0 0 . 0 26 . 78 39 - 91 7185 . 96 0 . 00 0 . 0 0 . 0 26 . 78 0 .001 ---------------------------------------------------------.--------------------- 90 - 29 90 .12 0 . 00 0 . 0 0 . 0 32 . 90 90 - 91 -90 . 12 0 . 00 0 . 0 0 .0 32 . 90 -0 .000 ------------------------------------------------------------------------------ 91 - 39 185 .96 0 .00 0 . 0 0 . 0 33 . 67 91 - 90 90 .12 0 .00 0 .0 0 . 0 33 . 67 91 - 92 -276 . 07 0 . 00 0 . 0 0 .0 33 . 67 -0 . 001 ------------------------------------------------------------------------------- 92 - 91 276 . 07 0 .00 0 . 0 0 . 0 34 . 65 92 - 93 -276 .08 0 .00 0 .0 0 . 0 34 . 65 -0 .001 ------------------------------------------------------------------------------ 93 - 92 276 . 08 0 . 00 0 . 0 0 . 0 38 .75 93 - 200 -276 . 06 0 .00 0 . 0 0'. 0 38 . 75 0 . 016 ------------------------------------------------------------------------------ 200 - 93 276 . 06 0 . 00 0 . 0 0 . 0 38 . 75 200 - 201 276 .07 0 . 00 0 . 0 0 . 0 38 . 75 -0 . 014 ------------------------------------------------------------------------------ 201 - 200 276 .07 0 .00 0 .0 0 . 0 40 .23 201 - 202 276 .08 0 . 00 0 .0 0 . 0 40 .23 -0 .001 ------------------------------------------------------------------------------ 202 - 201 276 . 08 0 . 00 0 .0 0 . 0 41 .36 202 - 203 -276 . 07 0 . 00 0 . 0 0 . 0 41 . 36 0 . 002 ------------------------------------------------------------------------------ 203 - 202 276 . 07 0 .00 100 . 0 0 . 0 41 . 75 203 - 204 -376 .29 0 .00 100 . 0 0 . 0 41 .75 -0 .221 ------------------------------------------------------------------------------ ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 12 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE. SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 204 - 203 376 .29 0 . 00 0 . 0 -376 .3 41 .75 0 .000 ------------------------------------------------------------------------------ OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES .PR NOMDIA Q (GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 1 7 . 63 24 . 0 28 .51 13 . 96 1.500 42 . 9 0 . 054 16 . 0 0 . 86 21 7 . 63 23 . 7 27 .75 13 .23 1 . 682 6 . 2 ----- 0 . 0 0 . 13 SCHED 10 WET STEEL 120 16 . 0 0 .26 2 7 .63 23 . 7 27 . 75 13 .23 1 .500 15 .1 0 . 008 10 .3 0 . 08 4 N/A 23 . 7 0 . 00 13 .15 1 . 682 2 .2 ----- 0 . 0 - 0 .00 SCHED 10 WET STEEL 120 10 .3 0 .03 4 N/A 23 . 7 0 .00 13 . 15 . 1 .000 26 . 7 0 .223 4 . 5 2 .56 3° 8 .10 23 . 0 26 . 73 10 .89 1 . 049 9 . 9 ET 7 . 0 0 . 30 SCHED 40 WET STEEL 120 11 . 5 0 . 66 6 N/A 23 . 7 0 . 00 13 .23 1 .500 11 . 6 0 . 005 16 . 0 0 . 08 4 N/A 23 . 7 0 . 00 13 . 15 1 . 682 1. 7 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 16 . 0 0 . 02 6 N/A 23 .7 0 .00 13 .23 1 . 000 26 . 8 0 .224 4 . 5 2 .57 5 8 .10 23 .0 26 . 81 10 .96 1 . 049 10 . 0 ET 7 . 0 0 .30 SCHED 40 WET STEEL 120 11 .5 0 . 67 7 7 .63 23 . 7 28 .20 13 .66 1 .500 38 .4 0 . 044 10 . 0 0 .44 6 N/A 23 .7 0 . 00 13 .23 1 . 682 5 . 5 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 10 . 0 0 .21 8 7 . 63 23 . 7 28 . 72 14 . 16 1 .500 43 .2 0 . 054 16 . 0 0 . 87 9 7 . 63 23 . 7 27 . 82 13 .30 1 . 682 6 . 2 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 16 . 0 0 .26 9 7 .63 23 . 7 27 . 82 13 . 30 1 .500 15 .3 0 . 008 10 . 3 0 . 08 11 N/A 23 . 7 0 . 00 13 .22 1 . 682 2 .2 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 10 . 3 0 . 03 i ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 13 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES .PR NOMDIA Q (GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 11 N/A 23 . 7 0 .00 13 .22 1. 000 27 . 1 0 .229 3 . 0 2 . 29 10 8 .10 23 . 0 27 .14 11 .23 1 .049 10 . 1 ET 7 . 0 0 .30 SCHED 40 WET STEEL 120 10 . 0 0 . 68 13 N/A 23 .7 0 . 00 13 .27 1 .500 11 . 8 0 . 005 12 . 0 0 . 06 11 N/A 23 .7 0 . 00 13 .22 1.682 1 . 7 ------ 0 . 0 0 .00 SCHED 10 WET STEEL 120 12 . 0 0 . 02 13 N/A 23 .7 0 . 00 13 .27 1.000 26 .0 0 .211 8 .5 3 .28 12 8 .10 23 . 0 26 .00 10 .30 1. 049 9 .7 ET 7 . 0 0 .30 SCHED 40 WET STEEL 120 15 .5 0 . 63 14 7 .63 23 . 7 28 .39 13 . 85 1 .500 37 . 8 0 . 042 13 . 5 0 .57 13 N/A 23 .7 0 .00 13 .27 1 .682 5 .5 ----- 0 . 0 0 .00 SCHED 10 WET STEEL 120 13 .5 0 .20 20 N/A 23 -7 0 .00 22 .40 1.500 71 .4 0 . 137 52 .5 8 . 31 1 7 .63 24 . 0 28 .51 13 .96 1.682 10 .3 T 8 . 0 0 .13 SCHED 10 WET STEEL 120 60 . 5 0 .71 21 N/A 23 . 7 0 . 00 22 .59 1.500 71 .9 0 . 139 52 .5 8 .42 8 7 . 63 23 .7 28 .72 14 .16 1.682 10 .4 T 8 . 0 0 .00 SCHED 10 WET STEEL 120 60 .5 0 .72 21 N/A 23 . 7 0 .00 22 .59 2 .500 71.4 0 . 015 12 . 0 0 . 19 20 N/A 23 . 7 0 . 00 22 .40 2 . 635 4 .2 ----- 0 . 0 0 .00 SCHED 10 WET STEEL 120 12 . 0 0 . 12 22 N/A 23 . 7 0 . 00 23 .49 2 .500 143 .2 0 .056 16 . 0 0 . 90 21 N/A 23 .7 0 . 00 22 .59 2 .635 8 .4 ----- 0 . 0 0 .00 SCHED 10 WET STEEL 120 16 . 0 0 .48 23 N/A 23 .7 0 .00 24 . 13 2 .500 131. 0 0 . 047 13 . 5 0 . 64 22 N/A 23 .7 0 . 00 23 .49 2 . 635 7 . 7 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 13 . 5 0 .40 24 N/A 23 . 7 0 . 00 24 . 62 2 .500 121 .4 0 . 041 12 . 0 0 .49 23 N/A 23 . 7 0 . 00 24 . 13 2 . 635 7 . 1 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 . 34 25 N/A 23 . 7 0 . 00 25 . 06 2 .500 113 . 6 0 . 036 12 . 0 0 .44 24 N/A 23 . 7 0 . 00 24 . 62 2 .635 6 . 7 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 .30 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** .PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 14 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES .PR NOMDIA Q (GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 26 N/A 23 .7 0 . 00 25 .45 2 .500 107 . 1 0 . 033 12 . 0 0 . 39 25 N/A 23 . 7 0 . 00 25 . 06 2 . 635 6 . 3 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 .27 27 N/A 23 . 7 0 . 00 25 . 93 2 .500 101 .5 0 .030 16 . 0 0 .47 26 N/A 23 .7 0 .00 25 .45 2 . 635 6 . 0 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 16 . 0 0 .24 28 N/A 23 .7 0 .00 26 .25 2 .500 96 . 1 0 . 027 12 .0 0 .32 27 N/A 23 . 7 0 .00 25 .93 2 .635 5 . 7 ----- 0 .0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 .22 29 N/A 23 .7 0 . 00 26 . 65 2 .500 90 . 1 0 . 024 5 . 0 0 .40 28 N/A 23 .7 0 .00 26 .25 2 . 635 5 .3 2E 12 . 0 0 . 00 SCHED 10 WET STEEL 120 17 .0 0 . 19 30 N/A 23 . 7 0 .00 24 .19 1.500 66 . 6 0 . 121 79 . 0 10 .52 7 7 . 63 23 . 7 28 .20 13 . 66 1. 682 9 . 6 T 8 . 0 0 . 00 SCHED 10 WET STEEL 120 87 . 0 0 . 62 31 N/A 23 . 7 0 .00 24 .25 1 .500 66 .2 0 .120 79 . 0 10 .40 14 7 . 63 23 . 7 28 .39 13 . 85 1 . 682 9 . 6 T 8 . 0 0 .00 SCHED 10 WET STEEL 120 87 . 0 0 . 61 31 N/A 23 . 7 0 . 00 24 . 25 3 . 000 66 . 6 0 . 005 12 . 0 0 . 06 30 N/A 23 . 7 0 .00 24 .19 3 .260 2 . 6 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 . 04 32 N/A 23 . 7 0 .00 24 .53 1 .500 12 . 2 0 . 005 183 . 0 1 . 04 22 N/A 23 . 7 0 . 00 23 .49 1. 682 1 . 8 2T 16 . 0 0 . 00 SCHED 10 WET STEEL 120 199 . 0 0 . 02 32 N/A 23 . 7 0 . 00 24 .53 3 . 000 132 . 8 0 . 017 16 . 0 0 .28 31 N/A 23 . 7 0 . 00 24 .25 3 .260 5 .1 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 16 . 0 0 . 18 33 N/A 23 . 7 0 . 00 24 . 80 1 .500 9 . 7 0 . 003 183 . 0 0 . 68 23 N/A 23 . 7 0 .00 24 . 13 1 . 682 1 .4 2T 16 . 0 0 . 00 SCHED 10 WET STEEL 120 199 . 0 0 . 01 33 N/A 23 . 7 0 . 00 24 . 80 3 . 000 145 . 0 0 . 020 13 .5 0 .27 32 N/A 23 . 7 0 .00 24 .53 3 .260 5 . 6 ----- 0 . 0 0 .00 SCHED 10 WET STEEL 120 13 .5 0 .21 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 15 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES .PR NOMDIA Q (GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 34 N/A 23 . 7 0 . 00 25 . 08 1 .500 7 . 8 0 . 002 183 . 0 0 .46 24 N/A 23 . 7 0 . 00 24 .62 1. 682 1 . 1 2T 16 . 0 0 . 00 SCHED 10 WET STEEL 120 199 .0 0 . 01 34 N/A 23 . 7 0 . 00 25 . 08 3 .000 154 .7 0 . 023 12 .0 0 .27 33 N/A 23 .7 0 . 00 24 . 80 3 .260 5 . 9 -.---- 0 . 0 0 .00 SCHED 10 WET STEEL 120 12 . 0 0 .24 35 N/A 23 . 7 0 . 00 25 .38 1 .500 6 .4 0 . 002 183 .0 0 .32 25 N/A 23 . 7 0 . 00 25 . 06 1.682 0 . 9 2T 16 .0 0 .00 SCHED 10 WET STEEL 120 199 .0 0 .01 35 N/A 23 . 7 0 . 00 25 .38 3 .000 162 .5 0 . 025 12 .0 0 .30 34 N/A 23 . 7 0 . 00 25 .08 3 .260 6 .2 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 .26 36 N/A _ 23 . 7 0 . 00 25 . 70 1 .500 5 . 6 0 . 001 183 . 0 0 .25 26 N/A 23 . 7 0 .00 25 .45 1. 682 0 . 8 2T 16 . 0 0 . 00 SCHED 10 WET STEEL 120 199 . 0 0 . 00 36 N/A 23 .7 0 . 00 25 . 70 3 . 000 168 . 9 0 .027 12 . 0 0 .32 35 N/A 23 .7 0 . 00 25 .38 3 .260 6 .5 ----- 0 . 0 0 .00 SCHED 10 WET STEEL 120 12 .0 0 .28 37 N/A 23 . 7 0 . 00 26 .16 1.500 5 .4 0001 183 . 0 0 .23 27 N/A 23 . 7 0 . 00 25 .93 1. 682 0 . 8 2T 16 . 0 0 . 00 SCHED 10 WET STEEL 120 199 . 0 0 . 00 37 N/A 23 . 7 0 .00 26 . 16 3 .000 174 . 6 0 . 029 16 . 0 0 .46 36 N/A 23 . 7 0 . 00 25 . 70 3 .2.60 6 . 7 ----- 0 .0 0 . 00 SCHED 10 WET STEEL 120 16 .0 0 .30 38 N/A 23 . 7 0 . 00 26 .53 1 .500 6 . 0 0 . 001 183 . 0 0 .28 28 N/A 23 . 7 0 .00 26 .25 1 .682 0 .9 2T 16 . 0 0 . 00 SCHED 10 WET STEEL 120 199 .0 0 .00 38 N/A 23 . 7 0 . 00 26 .53 3 .000 180 . 0 0 . 030 12 . 0 0 . 36 37 N/A 23 . 7 0 . 00 26 . 16 3 .260 6 . 9 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 12 . 0 0 .32 39 N/A 23 . 7 0 .00 26 .78 3 . 000 186 . 0 0 . 032 8 .0 0 .26 38 N/A 23 . 7 0 . 00 26 .53 3 .260 7 . 1 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 8 . 0 0 . 34 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 16 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL 'PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES .PR NOMDIA Q(GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL (FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 90 N/A 9 . 6 0 . 00 32 . 90 4 . 000 90 . 1 0 . 003 24 . 5 0 . 14 29 N/A 23 . 7 0 .00 26 .65 4 . 000 2 .3 T 20 . 0 6 . 10 SCHED 10 WET STEEL 120 44 .5 0 . 04 91 N/A 9 . 6 0 .00 33 . 67 4 . 000 186 . 0 0 . 012 35 .5 0 . 78 39 N/A 23 . 7 0 . 00 26 . 78 4 . 000 4 . 7 ET 30 . 0 6 . 10 SCHED 10 WET STEEL 120 65 . 5 0 . 15 91 N/A 9 . 6 0 .00 33 .67 4 .000 90 .1 0 . 003 187 .5 0 . 77 90 N/A 9 . 6 0 .00 32 .90 4 .000 2 .3 3T 60 . 0 0 .00 SCHED 10 WET STEEL 120 247 . 5 0 . 04 92 N/A 9 . 6 0 .00 34 . 65 4 . 000 276 .1 0 . 025 20 . 0 0 . 99 91 N/A 9 . 6 0 . 00 33 . 67 4 . 000 7 .0 T 20 . 0 0 . 00 SCHED 10 WET STEEL 120 40 . 0 0 .33 93 N/A _ 3 . 0 0 . 00 38 .75 4 .000 276 . 1 0 . 025 21 . 1 1 . 24 92 N/A 9 . 6 0 . 00 34 .65 4 .000 7 . 0 EG 29 . 0 2 . 86 SCHED 10 WET STEEL 120 50 . 1 0 .33 200 N/A 3 . 0 0 .00 38 .75 6 .000 276 .1 0 . 003 2 . 0 0 .01 93 N/A 3 . 0 0 . 00 38 .75 6 .357 2 . 8 ----- 0 . 0 0 . 00 SCHED 10 WET STEEL 120 2 . 0 0 . 05 201 METER 3 . 0 0 . 00 40 .23 276 . 1 METER CALC.PSI : 1 . 475 PSI 200 3 . 0 0 . 00 38 . 75 26 .40 0 . 00 4 . 69 202 N/A 0 .5 0 . 00 41 .36 6 .000 276 .1 0 . 003 3 . 5 0 . 05 201 N/A 3 . 0 0 . 00 40 .23 6 .357 2 . 8 E 14 . 0 1 . 08 SCHED 10 WET STEEL 120 17 . 5 0 . 05 203 N/A 0 . 0 100 . 00 41 . 75 8 . 000 276 .1 01. 001 200 . 0 0 . 17 202 N/A 0 . 5 0 . 00 41 .36 7 . 980 1 . 8 FTG 63 . 8 0 . 22 CAST IRON, CEMENT 140 263 . 8 0 . 02 203 N/A 0 . 0 100 .00 41 .75 8 .000 -376 . 3 0 . 001 1 . 0 0 . 00 204 N/A 0 . 0 -376 .29 41 .75 7 .980 -2 .4 ----- 0 . 0 0 . 00 CAST IRON, CEMENT 140 1 . 0 0 . 04 f - ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 17 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL SPRINKLER OUTPUT DATA: FLOWING AREA FLOWING SPRINKLER RESIDUAL FLOWING FLOWING SPRINKLER SPRINK. GROUP SPRINKLER ELEVATION PRESSURE AREA DENSITY DISCHARGE NODE NO. CODE (K FACTOR) ( FEET ) ( PSI ) ( SQFT) (GPM/SQFT) ( GPM ) 1 7 .63 24 .00 13 . 96 256 . 00 0 . 111 28 .51 2 7 .63 23 . 70 13 .23 256 . 00 0 . 108 27 . 75 3 8 .10 23 . 00 10 .89 256 . 00 0 . 104 26 .73 5 8 .10 23 . 00 10 .96 256 .00 0 . 105 26 . 81 7 7 . 63 23 .70 13 . 66 256 . 00 0 . 110 28 .20 8 7 .63 23 .70 14 .16 256 . 00 0 . 112 28 . 72 9 7 .63 23 .70 13 .30 256 . 00 0 .109 27 .82 10 8 .10 23 .00 11 .23 256 . 00 0 . 106 27 . 14 12 8 .10 23 .00 10 .30 256 . 00 0 . 102 26 .00 14 7 .63 23 .70 13 .85 256 . 00 0 .111 28 .39 -------- ---------- --------- SUB TOTALS FOR UNGROUPED 2560 . 00 0 .108 276 . 08 -------- ---------- --------- TOTALS FOR ALL GROUPS 2560 .00 0 . 108 276 . 08 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 18 ********************** FIRE SPRINKLER OUTPUT SUMMARY ************************* OVERALL NETWORK SUMMARY WITH CALCULATED MINIMUM INFLOW RESIDUAL PRESSURE ( 41 . 75 PSI) : NUMBER .OF UNIQUE PIPE SECTIONS : 51 NUMBER OF FLOWING SPRINKLERS : 10 HYDRAULICALLY MOST DEMANDING SPRINKLER CHECK: HMD SPRINKLER NODE NUMBER: 12 . 000 HMD ACTUAL RESIDUAL PRESSURE: 10 . 300 HMD ACTUAL GPM = 8 .10 X SQ.RT(10 .30) = 25 .996 INSIDE HOSE STREAM ALLOWANCE: 0 . 000 GPM OUTSIDE HOSE STREAM ALLOWANCE: 100 .000 GPM IN RACK SPRINKLER ALLOWANCE: 0 . 000 GPM SPRINKLER SYSTEM TYPE: WET SPECIFIED AREA OF APPLICATION: 1, 500 .000 SQ.FT. DESIRED DENSITY: 0 . 100 GPM/SQ.FT. ACTUAL DENSITY: 0 .184 GPM/SQ.FT. ACTUAL AREA PER SPRINKLER: 150 . 000 SQ.FT. SPRINKLER FLOW: 276 .294 GPM NON-SPRINKLER FLOW: 100 .000 GPM TOTAL SYSTEM DEMAND FLOW: 376 .294 GPM DESIRED SPRINKLER FLOW: 150 .000 GPM ACTUAL SPRINKLER FLOW: 276 .294 GPM ADDITIONAL SPRINKLER FLOW REQUIRED: 0 .000 GPM AVERAGE SPRINKLER FLOW: 27 . 629 GPM APPROX. ADDITIONAL SPRINKLERS REQUIRED: 0 MIN REQD RESID PRESS AT SYS INFLOW NODE: 41 . 746 PSI DEMAND FLOW AT SYSTEM INFLOW NODE: 376 .294 GPM MAXIMUM FLOW VELOCITY (IN PIPE 21- 8) : 10 .378 FPS MAX VELOCITY PRESSURE (IN PIPE 21- 8) : 0 .725 PSI ALLOWABLE MAXIMUM NODAL PRESSURE IMBALANCE : 0 .001 PSI ACTUAL MAXIMUM NODAL PRESSURE IMBALANCE : 0 . 001 PSI ACTUAL AVERAGE NODAL PRESSURE IMBALANCE: 0 . 000 PSI ACTUAL MAXIMUM NODAL FLOW IMBALANCE: 0 .221 GPM ACTUAL AVERAGE NODAL FLOW IMBALANCE: 0 . 006 GPM ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 EXCEL75 11-20-1997 PAGE 19 ************************ FIRE SPRINKLER OUTPUT DATA ************************** HYDRAULICS SUPPLY/DEMAND GRAPH 130 100 P 80 S 60 _ I 40 20 0 1 3 3 4 5 6 7 8 9 10 GPM = Chart Value x 100 ADJUSTED HYDRANT DATA, 1035 GPM, 50 STATIC PSI, 45 RESIDUAL PSI DEMAND POINT DATA; 376 GPM, 43 GAUGE PSI, 7 ,33 EXCESS PSI yj 11/24/97 `5 PERSEVERANCE ROAD TELEPHONE CALL RECEIVED FROM CAPTAIN GLENN COFFIN,BARNSTABLE FIRE DEPT. HE SAID,"THE SPRINKLER SYSTEM FOR THE NEW EXCEL CORP BUILDING HAS BEEN APPROVED". l ROPERTY ADDRESS ZONING I OISTRICT CODE SP-DISTS.I DATE PRINTED I STATE I pCS I NBHOFARCEL IDENTIFICATION NUMBER KEY NO. r. 0075 PERSEVERANCE DRIVE 04 IND 100 048A 01/04/96 4011 CLASS �0 I0 295 11 1 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T Lantl eyroatf s:e Dmenon v UNIT ADJ'D.UNIT ACRES/UNITS VALUE Deseriplion ADAMS ASSOC LTD MAP— CD. FF�De thrA cues LOC./YR.R.SPEC.CLASS ADJ. COND. PE PRICE PRICE .#LAN D 4 1 89,500 CARDS IN ACCOUNT — 40 4SITE 1 X 2.18 =10 92 90 104999.9 86939-99 2.18 189500 #3LDG(S)—CARD-1 4 307,800 01 OF 01 #PL 75 PERSERVERANCE DR OST WAREHOUSE U 1 X = 100 *459360.0 459360.00 1.00 59400 B #DL LOT A-5 ARKET " #RR 1238 0069 INCOME 495500 A SE Ir D j PPRAISED VALUE Ji i A 497,300 A U ARCEL' SUMMARY SI AND 189500 ` T LDGS 307800 M 0—IMPS E OTAL 497300 N N CNST T DEED REFERENCE Type DATE RecorAetl R I O R YEAR VALUE Book Page I^�t MO Yr.D Sales Prio. LAND 189500 S 3389/327, 00/00 LDGS 307800 TOTAL 497300 t BUILDING PERMIT L O T ADJUST DOWN ' Amopnt F O R LIMITED F R N T LAND LAND—ADJ INC ME SE SP—BEDS FEATURES - BLD—ADJS UNITS Nomber Dale TyPa 189500 459400 833480 1/90 AC 27250 Class Con st. Total Base Rate Atl Rale Yff�aIr Bf ill A Norm. Ob— CND. L.C. %R.G. Repl.Cst AtlI P gn Re I o New . Vale Stories Hei t Rooms eo Rms Bams I Fla. P.M,.11 Fa Units Units I q�1 {19 9a De Pr. Contl. 65C 001 000 001 80 80 14 87 80 67 459400 307800 1.0 1 1 17,0 Des—ol,on Rate Square Feel Repl.Cost MKT.INDEX: 1.00 IMP.BY/DATE: / SCALE: 1120.00 ELEMENTS CODE CONSTRUCTION DETAIL SAS 100 .00 23200 GROSS AREA 23200 WAREHOUSE CNST GP:01 NSTYLE 35COMMERCIAL 0.0 ESIGN ADJMT 00 - --- ---- - ---0.0 --------------- --- I XTER.WALLS 00 0.0 --------------- --- EAT/AC ' TYPE OD -----------------_-___________ 0 0 . INTER.FINISH DO 0.0 *---------------190----------------* INTER.lAYOUT 00 -------- ! ! N TER-.QUAIL Y-T -00 ---------------- 0.0 _ 40 LOOR STRUCT _0G _ _ _____D.0 O V D W ! ! 11L664 CEIR 00 0.0 -- -- ---- - - - - -- E Total Areas Aua- Rase- 23200 ROOF TYPE OG 0.0 BUILDING DIMENSIONS L E C T R I ckC 0 D 0.0 A SAS 120 40 0UNDATI6IN UO - - -- - 0.0 --- ---------------------- L *10 INDUSTRIAL AREA ID06 BASE PRICE = $2.40 ! LAND TOTAL MARKET 40 PARCEL 189500 497300 ! ! AREA *----------------------------------* VARIANCE +0 +0 STANDARD 25 To Cate Time CJ,55 WHILE YOU WERE OUT M - of Phone Area Code Number Extension TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALLAGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message Operator '�+51 AMPAD 23-021-200 SETS `J�] EFFICIENCY® 23-421-400 SETS CARBONLESS To Date Time WHIrEYOtj /WERE OUT M lrnC�d� of— Phone Area Code Number Extension TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message ,q�cc� Operator AMPAD 23-021-200 SETS 0 EFFICIENCY® 23-421-400SETS CARBONLESS 44 0 ) 1 � Engineering Dept. (3r oor) Map ��! � Parcel ®_/� Permit# � ��•� House# 7S' Date Issued —� - - a-� th • rd floor)(8:15 9�0/;1:00 4:30) r3 �z�s � S ee t Conservation Office(4th floor)(8:30- 9:30/1:00 2:00) S � Gu - f `)S Gc,fie.;%. ®c M -j Planning Dept. (1st floor/School Admin. Bldg.) fl1E IkD,e tive lan Approved ing Board - 19_ BARNSTABLE. •MM TOWN OF BARNSTABLEE°"`''� Mv Building Permit Application Project Street Address �j (t�E'� Village, 'T Owner ..n� �L�t� , ' fir'` ddress Telephone 66a Permit Request _ l)64A a ULC b First Floor 23, 200 square feet Second Floor square feet Construction Type gnewug1`rsv&2n5 5 L AS ON— C Estimated Project Cost $ D�P�1�1.1TtQIy= FjQ_Q�p� m� E �60` Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑' Two Family ❑ Multi-Family(#units) Age of Existing Structure _7VtJ, Historic Hou ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout Other . NONE Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name Telephone Number Address 5'z-�t a!5 LM License# �01 1210 A Home Improvement Contractor# 5c.A53E�T . KA 0Zr!215a Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i i ^� Ur'•I6Q( Town d eod 2 SIGNATURE DATE tv y b 5.41 UAL BUILDING PERMIT DENIED FOR THE.FOLLOW NG REASON(S) r; FOR OFFICIAL USE ONLY - PERMIT NO. DATE ISSUED r-MAP/PARCEL NO. ADDRESS OWNER - DATE OF INSPECTION: - i FOUNDATION t r FRAME t IN SULATION - - FIREPLACE ELECTRICAL: ROUGH F' FINAL PLUMBING: ROUGH FINAL : - - - t ' GAS: ROUGH FINAL FINAL BUILDING ti' t •" F t , r .f i DATE CLOSED OUT + r ASSOCIATION PLAN NO. Thc• Cuntinot"rcalth of.4tassachusctts Dc partnutt1 of Industrial Accidelits oficeollnyesMallons • •� iiw 600 WashingtunStreet �% •` ,• , '� Bostt)n.Mass. 02111 Workers' Compensation Insurance Affad:avit 'Alaienntinnformation: Please PR11VT lei "!""""�"�'—• --��� —��— name: J. K. SCANLAN COMPANY, INC. loc tin 53B PORTSIDE DRIVE, P. 0. BOX 1210 6s. POCASSET, NA 02559 nhone O (508) 564-6116 1 am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity I am an emp lover providing workers' compensation for my employees working on this job. cornn:tny name: J. R. SCANLAN COMPANY, INC. address: 53B PORTSIDE DRIVE, P. 0. BOX 1210 city: POCASSET, NA 02559 nhonc ft•(508) 564-6116 • insurance cn. AMERICAN & FOREIGN INS. COMPANY antics >e/DCS333906 f 1 1 am a sole proprietor. general contractor, or homeowner(circle arc) and have hired the contractors listed below who have the following workers compensation polices: cmmnany nnrne: atirlresc• cin•: nhonc Of, insurance rn. nniiry to _ cmmninv natnr•: ;ttldresc: cits: phone r!• insurance co. relics•a Attach additional sheet if neccs_iary= >� ^- + --+ ;L.' --- -- %�• '' �"'•' y'�• a" �'�: -' Failure to secure crt%•crare as required under Section�� 25A of h1GL I53 can lead to the imposition of criminal penalties ol'a line up t S1SDO.00 ndiur une�ears'imprisonment as��•cu as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a cope of this statement mas be funi•arded to the OlTice of Investigations of the DIA for coverage verification. 1 do hercbr cerrili•larder the pairs and penalties of pwjuq that the information prodded above is true and correct. Signature Date ✓ SEPTEMBER 15, 1997 Print name Phone# (508) 564-6116 rci fficial use unit/ do nut write in this area to be completedby city or town official ty or town: permit/license a# P'Ttluilding Department C3Ucensing Huard [� CD check if immediate response is required Oseleetmen's Office f C311caith Department . phone#: rnOther 5 contact person: i:. 1 r _ _ _. _.. - •_a.- 1..�e _ ._2Y - a ..i ',�4 .:,. ...,y 5.Y..,,_J ..J.•.: ...- ..i... _......._> __.._ _. .y.•. 07. �o n�uuer�lt�i o�� iwJetGs Restricted To: 00 DEPARPMENT OF PUBLIC SAFETY 315 l CONSTRUCTION SUPERVISOR LICENSE Via. 'None Number: Expires: Bir hF�.a• �A - Masonry only CS 054)62 12;29l1997 12129119Q i.G - 1.& 2 Family Homes Restricted T, 00 : Failure to possess a current edition of the Massachusetts State Buiildinq Code ARTHUR R BARILETT A - is`-cause for revocation of this license. BOX 280 !� E BRIMWATER, MA 02333 i r SEP-29-97 MON 10 :34 AM J 15085646107 P. 02 From, BOBBIE FIGUEROA 9-29-97 9,56am p. 2 of To,, Jack Z V Cope Cod,DiV1s1Vn COLONIAL 127 Whites Path 6 A 6 c o M a A N V $Owb Yarmouth,MA 02664 508-394-985J Aax 508-394-756e September 29, 1997 Mr. Jack Dankert J. K., Scanlon Company P. Q. Box 1210 Pocasset, MA 02559 faz 508-862-3040 re: 75 Perseverance Drive -Units 1 - 8 Hyannis, MA account numbers: 90-34-4530/4532/4536/4538/4544 To Whom It May Concern: This letter is to confirm that the natural gas services (4)to the above referenced property have been cut and capped and the manifold service line supplying the entire building has been cut back approximately 30' from the building. This work was completed by us on September 26, 1997. If you have any questions, I can be contacted at the number listed above, extension 7503. Sincerely, Bonnie Figueroa Distribution Department ORIGINAL SIGNED BY: Bonnie Figueroa 9/29/97 09/29/97 MON 10:29 [TX/RX NO 5560] i r r. �— PERMIT NO: sx;672__ TOWN OF BARNSTABLE SEWER CONNECTION PERMIT Assessors Map N Assessors Parcel N e a o r Street: � Jr � t�LC. - ( :..•;:;;<;:;:.:..:;` Ci '>:::. ... Village: tiSiYK3C� >::.. ,, `.. . PROJECT CONTACTS PROPERTY OWNER (Mailing Address) SEWER INSTALLER Name: cn, �- Name: Address: Address: 0yAj,-;A_' I~C 40 Phone: ���� 1F5 c ),^ 3 O Phone: License No: OWNER'S AGENT/ENGINEER Name: Address: Phonw: PROJECT DESCRIPTION REGULATORY REQUIREMENTS <:»»>: RCIi E i Yi ::EAI!10:tfSE:1JA :::><z;>:>;»>:::z::»::>:::<:::>:>:»>::>:::<:::: :J EE31OIL':#9tS€€T .... £2 s51 <> `>..... :E 3 # The installation of all sewer connections e co echo s must be done in accordance with t the provisions of Artic le XXXVI Town of Barnstable General By-laws and RESIDENTIAL regulations issued by the Department of Public Works. Before excavating within a Town Way the sewer installer must also obtain a Road Opening COMMERCIAL permit and comply with the Construction Standards and Specifications outlined therein. At least 48 hours prior to the installation,the applicant must notify the RESTAURANT Department of Public Works, Engineering Division for the purpose of inspecting the installation. The Inspector will complete the Compliance Sketch INDUSTRIAL locating the installed lines and connection. By signing the Application, the applicant acknowledges and understands the regulatory requirements and STANDARD INDUSTRIAL CLASSIFICATION NO. understands that failure to comply with them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future application. NO.OF BUILDINGS NO.OF BEDROOMS SIZE OF PARCEL ACRES ESTIMATED DAILY SEWAGE GALLONS PIPING:LENGTH DIAMETER EXPECTED INSTALLATION DATE SIGNATURE(INSTALLER/AGENT) _ DATE SIGNATURE(DPW APPROVA DATE FORM SC-2(REVISED 12/27/94) SEWER CONNECTION PERMIT - I SEWER PERK TOWN OF BARNSTAI+_E DEPARTMENT OF PUBLZ WORKS CERTIFICATE OF C01011ANCE PHIS IS TO CERTIFY THAT: _71-exWeme has installed a sewer connection at the following address: Date- SEWER ACCOUNT NO. STREET NO: saRESP NAME E/G-S (,2JC1I� VII.I.AGE /—/ CQ or[/1 r2 t^C Pipe Leutth: c �Cf / Tal ASSESSOR'S: MAP �7 7.4,RCEL PiveDiameter: !� The work has been done in conformance with the provisions of Article Town of Barnstable General By—Laws and Spe ' cations of the Department's Road Openiar yrmit Signature: Date: Department of Public Works ICI 7�-77 EWER IIdS'':4aLATION SEETCH r t a h 5 fib' C/Wd 91 o% 11 pe r5 e o t►ct n r G-, LO C!J•l ,,�.ji 23/1997 09: 45 6178789292 SYSTEMS CONTRACTING PAGE 02 ALP-23-87 10 ,40 FROM- COMMONWEALTH ELECTRIC HYA FACE r.�+mrnrv.+gwl�Flar.[•l! !'.uwprwy GONG fWric 2421;one Highway �2571 484 Nillow St. Hyaaais, Ka 02601 September 23, 1997 Town of Barnstable Building Dept. Maim St. Hyannis, Ma 02601 To whom it may concern: This letter is to iufQ m you that the electric service and meters have been remo-ed from the property at 75 Perseverance Way in Hyannis. Ma, This ,was done at the reque6t of the customer for the purpose of demolition. If you should have any further questions please feel free to contact me at 508-790-1721 Extt5781. Very truly yours, 4.,(U�` Judith A. Webb Customer Service Rep Hyannis District cc: Vicki Marchant Dave Murphy-System*. Contracting I 09/24/97_.. ,WED 15:5.4 FAX 508 564 6107 JK SCANLAN COMPANY,INC_ _ 0005 SEP 24 '97 13=Se HFD WATER DEPARTMENT0900 __ p,2 � BARNSTABLE FIRE DISTRICT n too? WATER DEPARTMENT + - P.O. Box 546 Barnstable, MA 02630 Phone: (508) 362-6498 Fax; (508) 362-9616 September 24, 1997 Jack Dankert I K. Scanlon Co. P.O. Box 1210 Pocassett, MA 02559 Re: 75 Perseverance Way Dear Mr. Dankert: This letter serves to notify you, that the domestic water service to 75 Perseverance Way has been shut off at the main in the street and, the meter removed as of this day. Very truly yours, n.R. Erickso , Superintendent cC: File 09/24/97 WED 14:54 [TX/RX NO 83581 Z 005 r SEP 29 '97 12:14 FR NYNEX SY ENG 508 394 1988 TO 8623040 P.01i02 M E M O R A N D U M To: Town of Barnstable From: John S. Shea, Jr. Date: September 26, 1997 Subject: Building Demolition, 75 Perseverance Way This is to notify you that all Bell Atlantic telephone facilities will be removed from 75 Perseverance Way as part of the site demolition. Should you have any questions, associated with telephone facilities at this location, feel free to contact me at 508 398-5731. �IRMIIAtlantic 44 Old Townhouse Road South Yarmouth, MA 02664 09/29/97 MON 12:05 [TX/RX NO 55631 �' F TF1E 1p� BABNSTABU& • 59. The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner September 15, 1997 Patrick Butler, Esq. PO Box 1630 Hyannis, MA 02601 . 1�v Re: SPR-064-97 Excel Inc., 76 Perseverance Way,14rxmit (295/011) Proposal: Demolition of existing building and reconstruction of research and development facility. Dear Mr. Butler, The above referenced proposal was reviewed at the Site Plan Review meeting of September 11, 1997and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditioIls: • Modify plans to show placement of hydrant. • Must connect to Town sewer and place a sampling manhole. • Prior to any site improvements (Phase 1 or 2), future review by Site Plan Review or Cape Cod Commission must happen (depending on phase). s Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must.be s-.ibmitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner BARNSTABLE FIRE DEPARTMENT JL/t, ' :sa—� 3249 Main Street -P.O. Box 94 o� 1927�i�t ' Barnstable,Massachusetts 02630 �'♦ 508-362-3312 �ff4C FAX: 508-362-8444 WILLIAM A.JONES III,CHIEF GLENN B.COFFIN,CAPTAIN FIRE PREVENTION January 6, 1996 Mr..RAlph Crosses Building Commissioner Town of Barnstable 367 Alain Street Ayannis, MA 02601 Dear Ralph I conducted a brief inspection of 75 Perseverance Way this morning. This building formerly housed the Auburn Wire Company. This building formerly f housed a manufacturing operation which undertook a wire drawing operation,- drawing wire into various gauge product. Upon my entry into the building, I noted the: absence of.fire extinguishers, but more importantly,I bec:a.nae concerned with ._• the contents. This building is now used by the Sim's Corporation as ;a warehouse. There are many pieces offurniture in the building and these are not necessarily arranged.with emergency egress;considerations in.mind. lam most concerned that the b'iiiding is a sot'equipped'with a system of antonsatic sprizsld.ers. The building was occupied by a wire drawing operation that had non-flammable drawing . compound and non flammable product. The current occupancy has changed the type of use and may require some examination by code officials in the Town. I:may be:incorrect :in my assumptiori, but in any case, I bring it to your attention in order that no mishap Occurs, Please contact we concerning this as somi as poss-Ne. . „ A 4 Si:n tt 0. i mn 08'in ,altfaias :l Chief Jones.- � l / d2ok � M ,,')-e S® ti r � • - S t.7 ;S .,c�N .^'c o!i t o ,.,� i3 Q.4�2 s�a��� 60-►�- o�.uN P ti fPe A,)4v A-'►- w t(( c%J rs 3 u�I dlIV fie 'D'-e 3 tJ)T -e x f e t T'o 3 e -e- A'('e e erg^J A4 Op.; e..._ A2tjNgty.�P� }�E /),45 �2 ,c h e cX T'ut ©N� -t ,—e � nn 7 � fo p2` tt' k1Z 2 . n _ ... w.. • .... .. ..�T. a u -. _ ter.., ..-. . ...,..rr.-T_M.. � T .... ...� MAP NO. LOT NO, COMMERCIAL NOPERTY STREET 75 FIRE DISTRICT SUMMARY Perseverance Drive, Barnstable 295 11 - B 7 LAND OWNER rn BLDGS. TOTAL RECORD OF TRANSFER DATE 6K PG I.R.S. REMARKS: Lot A-5 1961cf7",,ED 7-7 LAND 7 ZSJ� BLDGS. trnstable t��i1y-{Res'eaweh-Par 8-3A-7� -1-5�5 8 - t f �- TOTAL7 Z.5 Pa-r-k-L-and Proper ties-, Inc 8-23-73 1922 71 ( 1 .00) LAND BLDGS. Indeper�deEe-<Parki :,Ine:�n .., 8-1-7-5 . . ..22.1Z_ a.77. ... � TOTAL w . Adams Associates,__Ltd. �} LAND -__-- —2 - 2 88 21 $20 0 BLDGS. ?r'7 /� R Nni� /✓J �a a & 11-3-81 3389 327 to Con rm TOTAL V LAND BLDGS. TOTAL y LAND BLDGS. 90 <?�7J L1 '/ Cara/J �� TOTAL L LAND BLDGS. '- TOTAL INTERIOR INSPECTED: LAND BLDGS. DATE: TOTAL ACREAGE COMPUTATIONS_ LAND LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE BLDGS. 'OUSE LOT TOTAL LEARED FRONT ^� — `,. LAND REAR U 7,0 BLDGS. /ODDS&SPROUT FRONT TOTAL REAR LAND 'ASTE FRONT BLDGS. REAR TOTAL LAND BLDGS. TOTAL LAND LOT COMPUTATIONS BLDGS. FRONT DEPTH STREET PRICE DEPTH o LAND FACTORS TOTAL /o FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY ' TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. MENT BLK. WALLS COMPO. BOARD TOILET RM. F.L. & WAINS. S. F. ' ICK WALLS ACOUSTICAL BATH ROOM FLR S. F. )NE WALLS TOILET ROOM FLR. S. F. INTERIOR FINISH S. F. BASE RE LATH & PLASTER MISCELLANEOUS S. F. F L DRYWALL FIREPROOF CONSTR. S. F. EXTERIOR WALLS WALLBOARD AMILL CONSTRUCTION S. F. �•C� LID COM.'BRICK UNFIN. INT. FIRE RESISTING M. BR. ON C. B. STEEL FRAME la :E BR. ON COM. BR. PARTITIONS STEEL BEAMS & COLS. ss ' ;E SR. ON C. B. LATH AND PLASTER TIMBER BEAMS & COLS. CE BR. VEN. DRYWALL/ `�� STEEL TRUSSES I�I O �7] ,VENT OR—e+"VVrBLK BRICK --�L 5 / IN. CONCRETE C. BLK. SPRINKLER SYST. T STONE FACING PASSENGER ELEV. ONE OR T. C. TRIM HEATING FREIGHT ELEV. JCCO ON STEAM INCINERATOR )ING OR SHINGLES HOT WATER FIREPLACES RTY WALLS HOT AIR CH+Mf£PS 4TE GLASS FRONT GA �.! , �i •� OIL BUR, ER STEEL FRAME SASH ROOFING COAL STOKER WOOD FRAME SASH J/ REPLACEMENT VALUE MPOSITION OR T. & G. NO HEATING RENTAL CAPITALIZATION LOCATION . . . . . . . . . . . . . . . . :TAL AIR COND.—REFRIG. LAND GOOD_ FAIR POOR IOD DECK IR COND.—WATER VACANCY LISTER DATE TAL DECK HEATING p WIRING WATER FLOORS FLEXLUME OR EQUAL ELECTRICITY OCCUPANCY DETAIL & INCOME B IST 2N 3RD PIPE CONDUIT JANITOR _ ¢ NCRETE I MANAGEMENT <'G -- RTH PLUMBING _�--•� j vt DATH ROOMS TOTAI. FLAT EXPENSES RDWOOD TOILET ROOMS NGLE FL. WATER CLOSET EXTRA GROSS ANNUAL INCOME PH. TILE LAVATORY EXTRA LESS FLAT EXPENSES RRAZZO j SINK EXTRA BALANCE FOR CAP. )OD JOIST ? URINALS CAP. RATE EEL JOIST ! NO PLUMBING REFLECTED CAP. VALUE — - IN. CONC. OCCUPANCY CONSTRUCTION SIZE ARF_A CLASS QAGE REMOD. COND, REPL. VAL. Phy.Dep. PHYS. VALUE Funct.De . CTUAL VAL. 2 b < ._ i• 5 5 ` TOTAL / .,��' J Cr1 � 1 500 J v HEATING&COOLING }' .. MAIN BLDG.COMPUTATIONS I O EH VACANT �... - FLR FLR IN SCH �-- --. B18 SYSTEM 819 HEATING TYPE 820 COOLING TYPE I / ?1 .� ._ HGT TYPE NO RATE PRINCIPAL BLDG.DESC. - — CJ BSMT _ _801 1MPR.TYPE _ 1/•.��-.I Z[ z 7 i t - • 826 �/ FIRST L -- APARLr71ENTS — HOTEL _ MOTEL — UPPER 821 -- -- _ -� NO,UNITS AVG.UNIT SIZE 1 NONE 1 NONE 1 NONE - 803 804 2 UNIT HTRS 2 FHA - - -— — ——— 2 PKG UNITS 828 3 CENTRAL HTG 3 GHA 3 EVAP _AGE 4 CENT HTG&AC 4 FLR/WL FUR 4 REFRIG 829 5 ELEC BB/CLG 5 HEAT PUMP ERECTED E�TENDED 6 STEAM/HOT WTR ? 830 7 HEAT PUMP a 806 .1.. + /Q —— —— —— —— ——— —FOUNDATION — PHYSICAL CONDITION FUNCTIONAL UTILITY i 1 831 _ � � � � -- -- -- -- --- -- p, - 2 3 4 L 2 3 rvP —MA Rln 4 834 E F. L � t ! SUB 7 , - GOOD .�' POOR UNSOUND R22 GOO POOR ABANDONED _ - f - -- — 1 H08 C,YI ? 3 q 5 - /ff /� -� 1 L U S aO x % CONC. CtT 8RK SIN FIR LISTED REVIEWED ` G�i .: �i��,\ J // 835 i `Y —I I_i / BASEMENT 823 BY DATE- / .1 7 824 By � DAT E�or/.•;/� � 836 ADJ BASE RATE 1� 2 3 4 5 6 f) ADDITIONS ......` _.,...._._.,. ,.,,..,_...._ — 809 l Pig f - -._ �, 1, 837 INTERIOR FIN L J AB CRAWL I/d 1l7 3(d FVLL ' NO TYPE SIZE X RATE - AMOUNT 1 i { 838 LIGHTING 810 EXTERIOR WALLS AND P7.— — --- -- 't 01 WOOD FRAME 09 aEt Nf ORCEU CONC 839 HEATING /AIR COND. 858 1 _ t — -- 0? BR/CB 10 METAL — — ,. _ 940 — r -- 03 BRIER a FNAME L'cD STEEL 859 2 } .. 843 TOTAL MF&OF r ]— n-�!L /�04 BRiMS I? GLASS 860 3 t -. ... t / "Q lu�j3' co 13 STONE 844-- - / �— -- .#. .. SUB TOTAL RATE ' Z 7 06 1,� CB Id ST VCCOlf RAMS 861 4 07 TILE 15 ST VCCO/MS 862 5 —— — �)�;: C+ '' �j`^ �i F�,n.. `6lx lb 845 X BASE AREA J u� 08 PRECAST CONC. 16 OPEN _ ! i _ n1, !7 84e SUBTOTAL FRAMING 863 6 - 811 1 3 4 TOTAL ADDITIONS 865 _ _ I&E FORM 1 2 3 4 847 ADDITIONS(.1 W1 FR FIRE R FT RET R FS R.CONC, STL!REIN•CONC. LEEF EST M —I---1—__ 812 HOOF ADDITION TYPE CODES ME&OF TYPE CODES —I 848 SUB TOTA MECHANICAL FEATURES&OTHER FEATURES ��o�O U J a4 •=: TYPE $TRUC. COVER MAT, 01 CANOPY 01 PLBG FIXTURE IMPR NO OF 849 GRADE �j X FLAT I WD FR 1 JBU COMP RATE REP 02 DOCK 02 STORE FRONT TYPE IMPq QUANTITY/SIZE L COST •J — _ .(/�-_ 2 S.P. STL/B JOIST 2 COMP SH. 03 CPY/DOCK 03 SPRINKLER 867 /��� /`\\ l� 850 REPLACEMENT EM ENT COST 04 MEZZANINE 3 D.P. 3 TFEL TRUSS 3 $LATE 04 OFP —I t 3 0 4 HIP 4 CO TRUSS d METTILE 06 FIR 05 PARTITIONS —I— 7 • S-0 L1 O 851 PHYSICAL DEPR.' % 5 ARCH 5 CONC. 5 TILE 86fl l/)�— - O6 FIR ADDTN-FIN 06 FLOORING O — �� 6 SAW IT. 6 COPPER 07 FR ADDTN-OF 07 DOORS '7 MONITOR 7 WOOD 869 Uf /� C /l/ f`� 853 OBSOLESCENCE l Q 8 MANSARD O8 MAS ADDTN FIN 08 ENC-FIN VS I / Y2 6 V J (/ �' % —I--- 1' 2 3 4 9 GAMBREL 09 MqS ADDTN�UNF 09 ENC�UNFIN 854 FLOORING 10 WOOD DECK 10 CRANE 870 NONE FUN C O F&E -I-- 11 PENTHOUSE 11 PASS ELEVATOR —— —- —— — 813 STRUCTURE 814 C OVERING MATERIAL 12 SHED 12 FREIGHT ELEVATOR 871 855 NET BLDG.VALUE BSMT 13 ESCALATOR 13 GARAGE T FIRST (7 '—/' 99 MISCELLANEOUS 99 MISCELLANEOUS OF 872 -- —— -— —— —— — 856 NO.SIMILAR BLDGS. X ——— F —I UPPER — — OR&Y CODES OTHER BUILDINGS&YARD 873 TOTAL — 857 TOT.NET BLDG.VALUE TEM M F&O F I —I---I--- 1 WOOD 1 EARTH I DEPRECIATION 6 CARPET NO TYPE CONST SIZE AREA GRADE RATE YEAR COND REPL VALUE PHYS BSOL 7 WD K ( 7 CONCRET F. 7 TERRAZZO OI GARAGE 14 CONC PAVING 82 WD FENCE 1 712 F M O 713 714 716 STL JST 3 WOOD 8 CERAMIC TILE 02 CARPORT 15 SHOP 83 LIGHTING — — —I—I--- 3 CONC/STL JST 4 ASPHALT 9 MARBLE 03 PATIO 16 OFP 84 CANOPY 2 722 F M O 723 724 726 4 CONCRETE 5 VINYL 04 SHED 170MP 85 R.R.SIDING — -- INTERIOR FINISH 05 POOL 18 Is FRAME 86 DOCK 3 732 F M 0 733 734 736 O6 MOBILE HM 19 I5MAS 87 TANK -- --I-1--- — — —_ _ TF WALLS 816 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 742 F MO 743 744 746 08 SHELTER 70 CABIN 89 TANK-UNG -- -- -I--- — --. -- -- —V 09 STABLE 71 RES G-HSE 90 TANK-PROP 5 752 FMO 753 754 756 10 SUMMER KIT 72 COMM G'HSE 91 SCALE-- - - 11 CELLAR 75 TENNIS COURT 92 RE7 WALL 6 762 F M 0 763 764 766 -- _-1-1--_ _ 12 WELI_HOUSE 80 BT/C PAVING 93 TOWER — -- — -- -- 01 UNFIN 05 WOOD PANEL 09 TILE 13 B.T,PAVING 81 WIW FENCE 95 7 772 F M 0 773 774 776 ' 02 PAINT 06 METAL 10 ACCOUS.TILE 00 MISC BLDGS _ f—__ -- -- 8 782 I —— F M O 783 78q — 7� fi. DRYWALL (1/MAPtIIE �i SU$P.ACCIIVS. — -- — --'— -- --- v �.� , TER 08 FIBPF BOAR.L 12(,..ASS 800 TRUE VALUE ALL IMPROVEMENTS —I -"1 ' n, >91 TOTAL OB&V ¢ :L PRC-073R NUMBER SUFF. STREET NAME MAP PARCEL CARD NO. TOWN CLASS ROUTING PROP.- 110 LUG. �^,t'J;-j I --I� � �� j 1 '`y `; ,;:j/`'`-•`. --'� y -- 010 4!) ( .�' /, 109 101 r 113 +�l OF ,r _i'c`_'.r L• Fi '`:1... RECORD OF OWNERSHIP AND MAILING ADDRESS LOT N0. DEED BK./CTF DEED PG. DATE "PURC I S� E PRICE 13 7 14 072 MEMORANDUM ACRE LIVING UNITS FIRE DIST. ZONING MULTI NC ''ll NEIGHBORHOOD -- 102 3( 103 aV 108 - 104 9 DELETE 3003 O30 LAND DATA&COMPUTATIONS �J SALES DATA 3 0 NONE N FRONTAGE FROACTUAL NTAGE CTIVE EFDEPTH E ACTUAL UNIT PRICE DEPTH EFFECTIVE INFLUENCE FACTOR LAND VALUE FAGTGR UNIT PRICE MO Yq TYPE AMOUNT SOURCE VALID 1 LOT L -• - f I REGULAR LOT L — — • —__ __ _ _ _ __ ..__ __ — _— f , __ ' 200� /1 � ��f � —�//fo "Ono 2 MINUS LOT `201 3 APARTMENT SITE L - - _•_ —_— _ --_ —_I— r -- - - — - - --- - - - — — 4 WATERFRONT 2O2 1 SQ.FT. ---- TYPE CODES VALIDITY CODES I PRIMARY SITE S 1 �U I U O 0 SO.FT. _•-- INFLUENCE - .__ fir , % - I Lane 0 Valid Sale 2 SECONDARY SITE�I��-�/ ,/- �rp CE FACTORS r ,--- 2 Land&Building I Involved Addn'I Parch 3 UNDEVELOPED ll� _ __l_--I-"�� SO.FT. _ _-_•.._- I UNIMPROVED _ oo'� 3 Building 2 NotopenMarket 4 RESIDUAL __ �` SOURCE CODES 3 Changed Alter Sale j 5 WATERFRONT S _ _I- _ - SO.FT. -�-- 2 EXCESSIVE FRONT e 4 Related Individuals or Corp. �— — — —— I Buyer 5 Liguitlation/Foreclosure i ACREAGE A - -ACRES 3TOPOGRAPHY I- -- 2 Seller 5 Financing/Land Contract los-e I PRIMARY SITE -_-- — — --•'— ——1——— 4 SHAPE OR SIZE 3 Agent 7 Included E,wnive Per(PfoP. 2 SECONDARY SITE A _ - _- -•-- -ACRES ._ -I--- 5 ECONOMIC li � r 4 Other or Other-See Memo 3 UNDEVELOPED - - MISIMPROVEMENT - -- 106 T ENTRANCE CODES INFO CODI 4 MARSHLAND A F 3 -- ---•_--ACRES --I--- 6 RESTRICTIONS- 5 WATERFRONT A -ACRES NONCONFORMING --- 0 ENTRANCE&SIGNATURE GAINED 5 CURRENT UNOCCUPIED OWNER ---- - -- -•- -- _ _ ___ -I 7 CORNER/ALLEY(+I -- ,i.-- ENTRANCE GAINED 6 EST.FOR MISC.REASONS 9 DESIGNATED A FOREST LAND ACRES ro. 2 NOT APPLICABLE,UNIMP PARCEL (SEE MEMO) 2 TENANI —— --•— — —l-- —— 8 VIEW(+I — L l OPEN SPACE A __-•- - -ACRES I^ 3 ENTRANCE&INFO REFUSED 7 OCCUPANT NOT AT HOME !!^^ ^�/r� o� 4 ENTRANCE REFUSED,INFO AT DOOR 3 OTHER 0 TOTAL V -l-_-•O 2� ACRES SUMMARY OF VALUES GROSS .1 SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS 1 IRREGULAR LOT G __I- ___ TOTAL VALUE LAND ; COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED l 2 SITE VALUE --- 3 RESIDUAL TOTAL VALUE BUILDINGS 0 THE INFORMATION HEREON. 4 HOMESITE 9 MINUS R.O.W. TOTAL VALUE LAND&BLDGS. - PROPERTY FACTORS 405 LOCATION 410 PARKING AVAILABILITY G TOPOGRAPHY UTILITIES STREET OR ROAD CENTRAL BUS DIST 1 TYPE QUANTITY Z PROXIMITY 3 -"• a�w• �,� EVEL 1 ALL PUBLIC 1 PAVED 1 PERM CEN BUS DIST 2 0 NONE 0 NONE 0 FAR INSPECTION WITNESSED BY: BOVE STREET 2 PUBLIC WATER 2 1 OFF STREET I MINIMUM I NEAR t PROCESSING DATA SEMIIMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 ADJACENT ELOW STREET 3 PUBLIC SEWER 3 UNPAVED 3 ON&OFF STREET 3 ABUNDANT 3 ON SITE 3 MAJOR STRIP 4 4 PARKING DECK DEL ADD .vv�CHHGG F/D MO DAYDAY YR OLLING 4 GAS 4 PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD 1 2 / 27 / O Z- / Q�?i TEEP 5 WELL 5 CUR8 8 GUTTER 5 NEIGH or SPOT 6 DATE NUMBER PRICE 1 2 3 4 PURPOSE DW 6 SEPTIC 6 SIDEWALK 6 Comm/IND PARK 7 1 2 3 0 - 1 2 3 4 WAMPY 1 NONE 7 ALLEY 7 INDUSTRIAL SITE 8 1 2 3 4 - IARSITY 8 NONE 8 1 2 3 4 ©C ILE-LAYER-TRUM BILE COMPANY 1981 BARNSTABLE,MASSACHUSETTS PRc-oss :�74, -A ........................ . .............................. "Ar"T Z' 4- �3' A�T JPROJtCT'�B MARK, :JH ES t HOLD bF'13LW-4145.'PERSERVERANC "EL ATI N 60.05 V SG8 F, A 1ID IN INDUSTRIAL' ZON 0 DISTRICT G, BUILDIN SID 3 =3W FRONT 0 REAR -ASSESSOR'S MAP' 295 LOT A 5 ERENCtS PLAN REF BOOk'533 PACE 94 E)(/ST/ ' N 13 UIL DING DEED R tFERENCES BOOK,9638 ,PAGE 259 A 00- (Nv S 86*38'17", E.:. '414.'26' 'BUILDIN FOUNDATIONIS LOCATED ON THE .1 CERTIFY HAT� THE (Jo 506WN HE AS'�'. REON dROUND At- /z .2 Z-- -. PLO T ��',"A5 � WNER- 1028421 FT APPLICANT INC �SCANL 'J. SCANLAN IAJ 06' Qo ol CERTIFICATION E TE FOUNDATION P IN OL 1:.LtVA, U. 13' 0 IS 1 MA CO . luN 80 .-PREPAREkFOR .202 70. 789.9 -;HOLMGRE N ASSOCIATES ',ANC. - RMSTEREbi�,�kdrEs�IONAL'.ENGINEERS'-'AN�b':LAt4D 8U�VEYbRSJ 308.-iBELMONT.�STREET- 'BROCKTON# MA'. 2401 ' -80, 120 40 -, 'o EET S 77'364 .1997- 4( TE:NOV.20, SCALE-1. �2135.4,9 RE\� REIARKS DATE: op H. V1 l\SCANLAN .. '97 --7 lz