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3 TRADERS WAY - BUILDING INSPECTION (3) r The Commonwealth of Massachusetts I,,ItV Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-F rl w 1 y (This Section For Official Use Only) Building Permit Number:- DateApplied:-- Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations Sons for which a street addres's l of available) L�� . 70 �9b &04o _ �rJS%' No.and Street City/Town Zip Code• Name of Building(if applicable) li SECTION 2:PROPOSED,WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing BuildingA Repair❑ Alteration Addition❑ I Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes A No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: � SECTION:3rCOMPLETE THIS:SECHON IF EXISTING BUILDING-UNDERGOING RENOVATION,ADDITION,OR CHANGE INFUSE OR'OCCUPANCY Check here if an Existing Building loves fi 'on and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): - .'.SECTION 4:,BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) - SECTION-5:USEGROUP(Checkers applicable) .' " A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ H: Hi h Hazard H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ 1-2❑ I-3❑ I-4❑ M: Mercantile R: Residential R-1❑ R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: "SEOuON'6:CONSTRUCTION TYPE;(Check as4jSplica6Je) - IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑ SECTION 7:SITEINM 0fdtailso1.eacitemo R n, oe )=,_ Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public Check if outside Flood Zone❑ Indicate municipal A trench will hot be Licensed Disposal Site Private❑ or indentify Zone: or on site system❑ required Q or trench or spec�:� permit is enclosed❑ W&I r— r_S5LJ,)IAPez Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes O or No�,. Yes❑ No ` ;"., :• , SECTION 8i CONTENT"OF�CERTIFICATE OF OCp_ UFANCY Edition of Code: Use Group(s): 141ryppe of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: %lir-'; Special Stipulations: SECTION 9 ,PROPERTY OWNERAYTHORIZATION ' Name and Address of Pro erty Owner ._ �f/i'-F, 0L.)> %1,VPb R% JZWXl A t�v P d Name(Print) No.and Street City Town Zip Property Owner Contact Information: ti Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes 8/ ®v�k 0-Z/6 Name Street Address City/To n State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10.CONSTRUCTION CONTROL(Eleasefill out Appendiz2). . "(lf buildm' is less than 35,000,cu.k.of enclos6e ,.�ace and/or not undei nc; i lion Control then check heie,l °and ski �Section 10.1) 10.1"Re' 'stered Pfofessional,Rees onsiibll/e'fdr Construction<Contrroll . ��rD?FL y{' �L�f/�fs cam'¢ .Z�D� �Ge-ArIN�'�C�rb�� �✓/.a�Y�, G`�� � Nam (Re istrant _� TeleF3hone134,.y e-mail address Registration Number Streett Address City/Town State Zip Discipline Expiration Date 10.2 GeneraMiintractor l/��Crrl2Y�►1�t���./� ����.� ��G, g Name of Person Responsible for Construction License No. and Type if Applicable /& __ds � 'mod Str Addressess , /Town � State Zip Telephone No.(business) Telephone No. cell e-mail address SECTION 11:W01ZKER5•"COMPENSATION,INSt1RtkNCE'AFFIDAVIT'(M.G.L.c.152 9 ZC 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? YesK No ❑ uu. SECT COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ ow ® Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 'V 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipals ) 5.Mechanical Other . , $ Enclose check payable to 6.Total Cost $ (contact municipality)and write check numbkr here SECTION 13:SIGNATURE OF BUILDING I'ERMTT APPLICANT', By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this Y application- true and accyrrat e bes knowle and ndersI ding. eE - l �2 log P ea a pljnt an�d��gnLnary�ij �--� it e 'f�elephone No. Date Street Address /� ,1/ l City/To JStt�ate Zip MumcriW Inspector'to fill out this siidii pon appI' ti approval r u� tx Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing include local connections 9 Gas Natural,Propane,Medical or other 10 Surveyed Site Plan Utilities,Wetland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investi ation 16 Energy Conservation Report 17 Architectural Access Review 521 CMR 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information Name(Registrant) Telephone No. e-mail address Registration Number j, V�,Ar *Y ) 67-- /Uo lD� Imo" Stree4 Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Discipline Expiration Date Street Address City/Town State Zip 4 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Massachusetts 02111 www.massgovldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): -�L1,e Address: S�Jd/LL lge� -5 City/State/Zi Are you an employer? Check the appr priate box: Type of project(required) I =I am a employer with 4. I am a general contractor and 1 6.0 New construction employees(full and/or part time).* ave hired the sub-contractors 2._'I am a sole proprietor or partner- listed on the attached sheet. 7)'Remodeling Ship and have no employees These sub-contractors have 8.0 Demolition Working for me in any capacity. employees and have 9.0 Building addition (No workers'comp insurance workers'comp. Insurance. 10 0 Electrical repairs or additions required.) 5. We are a corporation and its officers have exercised their I 1 0 Plumbing repairs or additions 3.7 I am a homeowner doing all work right of exemption per MGL 12 0 Roof repairs myself. (No workers'comp c.152,51(4),and we have no 13 0 Other insurance required.)± employees. (No workers' comp.Insurance reouired.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. ±Homeowners who submit this affidavit indicating they are doing all work and(ben him outside contractors must submit a new affidavit indicating such **Contractors that check this box most attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self ins. Lic. # d ' Expiration Date: 4�_ - 3l V Job Site Address: ` City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25 A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify r ee airs a penalties ofperjury that the information provided above is true and correct. Si re:� Phone No: 1214. '7r� Date: Signature: Date: r� Print name: Phone: I Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot# for locations for which a street address is not available) No. and Street City/Town Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No F1 t Provider notified and Release obtained? Yes P No ❑ Gas Shut Off? Yes ❑ o Provider notified and Release obtained? Yf o ❑ Electricity Shut Off? Yes Provider notified and Release obtain ❑ Ye o Provider notified and Release obtain e ❑ Other (if applicable) Yes ❑ o ❑ Provider notified and Release obtained? Ye ❑ Other (if applicable) —'- 1 OF ID: DY CERTIFICATE OF LIABILITY INSURANCE OAT 03111D/YYYY) 03/11/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES rGallagher LOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. PORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to e terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the rtificate holder in lieu of such endomemengs). - UCER 800-500-7202 CONTACT NAME: Construction Svcs. 415-391-1882 _PHON"r+ icense#0726293 E-MAIL - --- 1 Market St.,Spear Tower#200 ADDRESS:PRODUCER —­­­­ San . Francisco,CA 94105 CUSTOMER o#:COMBO-I KEVIN_DALY_...-_ _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED Commonwealth Building,Inc. INSURERA:VALLEY FORGE INSURANCE COMPANY 265 Willard Street INSURERB:NATIONAL FIRE INSURANCE CO. Quincy,MA 02169 INSURERC:CONTINENTAL INSURANCE _ INSURER D INSURER E INSURER F: I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE.INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR' TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP FIR POLICY NUMBER MMIODIYYYYI IMMIDDIYYYY)i LIMITS GENERAL LIABILITY -EACH OCCURRENCE E 1,000,000 B X COMMERCIAL GENERAL LIABILITY .I4020089074 12/31/10 12/31/11 DAMAGETORERTEI7—PREMISES Ea occurrence E 100,00 CLAIMS-MADE ,J OCCUR ! MILE,UP(Any one person) j $ 5,00 -- PERSONAL'ADVINJURY I E 1,000,00 - - GENERAL AGGREGATE E 2,000,00 GENL AGt'ddEGATE LIMIT APPLIES PER: I - PRODUCTS-COMPIOP ASS $ 2,000,00 POLICY. X JEC ;LOG IEmp Ben. $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A ANY AUTO 4020089088 12/31/10 12/31/11 I,(Ea acddenU 1,C00,CC BODILY INJURY(Per person) ALLOWNEDAUTOS E X SCHEDULED AUTOS I BODILY INJURY(Per accident) $ PROPERTY DAMAGE ', E X HIRED AUTOS I(Per acoidenU X NON-OMEDAUTOS $ X :UMBRELLA LIAB X OCCUR EACH OCCURRENCE E 5,000,00 EXCESS LIAR j CLAIMS-MADE _ - 12/31/10 12/31/11 AGGREGATE 8 5,000, 00 C ---- -------- --- ULP003686100 --- --- DEDUCTIBLE _. $ X RETENTION $ 10,000 E WORKERS COMPENSATION - WC STATU- OTH-' AND EMPLOYERS'LIABILITY i X STORY LIMITS ER A ANY PROPRIETORIPARTNERJEXECUTIVE YIN�I 020089060 12/31/10 12/31/11 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS bebw 4 �EL.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) MASTER CERTIFICATE HOLDER - CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD WORK/CONSTRUCTION AGREEMENT build out and subdividing of the former Blockbuster space OWNER Highlander Plaza Realty Trust CONTRACTOR Commonwealth Building,lnc CONTRACTOR'S ADDRESS 265 Willard Street Quincy,Massachusetts 02169 Contact Christopher Fontaine 617-770-0050"Ceff 617-592-3876 a Far 617-472-4734 CONTRACTOR'S FEIN NUMBER DATE OF AGREEMENT October 20,2011 NAME AND ADDRESS OF PROPERTY Highlander Planer In consideration of the mutual reversals herein contained,and intending to be legally bound,Contractor agrees to perform the Work hereinafter described,and Owner agrees to pay the amounts hereinafter described,all on the rerrne and conditions hereinafter further se,forth. 1. DATE TO COMMENCE WORK IL DATE TO COMPLETE WORK: December 1,2011 IT. CONTRACT PRICE: norm exceed $150,000 The Contract Price shall be paid in full within 30 days menthe Work has been completed,lien releases and andwits of payment have been provided, and the other requirements set focus in Addendum A.Paragraph III,have been complied with(except that any installation payments,less mutinage mounts often percent(I0%I,shall be made as partial lien releases,affidavits of payment,and other items required under Addendum A,Paragraph III, are provided in accordance with the following schedule;if no installment payments are to be made,leave blank): IV. DETAILED DESCRIPTION OF THE WORK Contractor shall perform the Work as described and as further described in Exhibit A,attached hereto. (Also,attach any architectural drawings, engineering specifications,and a site plan,and/or Door plan[s],if appropriate,as Exhibits showing area[s]involved,and fill in Article VI of this Agreement). The Work includes all items described herein,or in any Exhibits or Addenda attached hereto,or contained in any change orders or modifications signed by Owner and Contractor,or reasonably inferable from any of the same. V. DESCRIPTION OF MATERIALS APPROVED FOR USE BY CONTRACTOR(e.g.,brand,style,color,quality and other aspects of items such as paint,carpet,wall coverings,roofing material,etc): As noted in Exhibit A. VI. INTEGRATION This Agreement,together with Addendum A through Addendum B and Exhibit A JLC D and E constitutes the entire agreement behveen the patties and supersedes all previous written or oral agreements,if any,relative to the subjeo matter hereof. In the event of any inconsistency between this Agreement,the Addenda,and any Exhibits,this Agreement shall control over the Addenda and Exhibits. In the event of inconsistency among Addenda or Exhibits,the Addenda shall control. his no event shall any proposal or contract form submitted by Contractor b,part of this Agreement unless attached and referred to herein as an Addendum,and in such event only the portions of such proposal or contract form consistent with this Agreement and the other Addenda and Exhibits shall he part hereof. IN WITNESS WHEREOF,the parries hereto have each approved and executed this Agreement as of the dam set forth above. The persons executing this Contract on behalf of Contractor represent and warrant that hey are duly organized or duly qualified,and are authorized to do business in the state where the Property is located;and that the persons executing this Contract on behalf of the Contractor are officers of such Company and that as such,are authorized to execute this Contract. - CONTRACTOR OWNER Commonwealth Building,lnc Highlander Plaza Realty Trust Managing Agent:Jager Management,Inc. By: By: Name: Nam Title: Title: (1) Connectors Copy (2) Management Office-Property (3) Central Files-JeNrintawn vR� C f1 Cti V K t r NUMBER 46 85763 Al ' 6L w- REST {{ki SEX TRAM JOHN E III 14 LUKES WAYt. ' ';= PLYMOUTH;MA t ? 02360-4770,' ' «� i l �r.„ � � � � a.,a.. 2-03,32fB �,"a��'f" +F i✓ � t I „j�'� t ur i'� w lassachuserts - DepartnteUt of Public S tf"N Board ()f Buii(ling ReaUlations and Standill-ds Carisir'd6tiort Supervisor License :License: CS 68286 , , RE�stricted to:-00 ,., JOHN E °TRAINOR III ' j4 LUKES WAY PLYMOUTH, MA 02360 "' f Expiration: 1213/2011 C`tina�niss'iprSc� f.' Tr#: 17006 Contact Cramer Levine & Company Page 1 of 2 CRAMER LEVINE ® & C O M P A N Y The Firm • introduction msion Statement. r • Senrifies&CwthRities Cramer Levine & Company, Architects, P.C. Our People - 134 East Main Street • Proe'les Norton, MA 02766 • P�'ric�pals staff tel. (508) 230-2466 Proie11 Cts fax. (774) 265-1811 • ProjodtaPholo Gallen/ Click Here for a Map * Repretjtative Clients f Ted Vials " contact Us j Principals ce LOralian Charles W. "Chuck" Cramer, AIA Directory, ccrameKaDcramerlevine.com e4l�rest infort ,atierr ext. 102 Howard V. Levine,AIA hlevine cramerlevine.com ext. 101 Staff Matthew A. Bouchard, Senior Project Manager mbouchard @cramerlevi ne.com ext. 107 Paulo A. Oliveira, LEEDA®AP BD+C, Project Manager pohveir cramerlevine.com ext. 106 Christopher Zdenek, Assistant Project Manager czdenek(o)cramerlevine.com ext. 114 Michael Barron,Assistant Project Manager mbarron@cramerlevine com ext. 112 �j http://www.crainerlevine.com/contact.htm 11/1/2011 a 1 OPEN TENANT SPACE Grawing Gate:ll/2/2011 11/ 1/11 18:26 HYDRAULIC DESIGN INFORMATION SHEET Job Name: OPEN TENANT SPACE Location: 3 TRADERS WAY SALEM, MA Drawing Date: 11/2/2011 Remote Area Number: 1 Contractor: TO BE DETERMINED Telephone: Designer: JFP SOLUTIONS, INC. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: NON COMB. Occupancy:RETAIL Reviewing Authorities:SALEM FD SYSTEM DESIGN Code:NFPA 13 Hazard:ORD HAZ II System Type:WET Area of Sprinkler Oper. 1528 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: Tyco Area per Sprinkler 126.0 sq ft1 Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 457.4 psi Required: 33.4 @ DRAIN TEST WATER SUPPLY Water Flow Test Pump Data Date of Test - 9/2010 1 Rated Capacity 0 gpm Static Pressure 78 .0 psi I Rated Pressure 0.0 psi Residual Pres 54 .0 psi I Elevation 0 1 At a Flow of 400 gpm I Make: Elevation 5 ' 0" 1 Model: Location: DRAIN TEST Source of Information: METRO SWIFT SYSTEM VOLUME 221 Gallons Notes: THIS DESIGN IS FOR THE MODIFICATIONS TO THE EXISTING WET-PIPE SPRINKLER SYSTEM FOR THE OPEN TENANT SPACES AS INDICATED y,�LSN OF Mq�9P o JASON M.C. y�N � PFOTE TION o. 8 TE`��� �P TONAL ` GFEN TENANT SFACE Drawing Date:ll/2/2011 11/ 1/11 18:26 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 457 30.8 psi 1 Pipe 6" 10x21 Allied Imported 400' 120 6.357 457 2 . 6 Total Loss for Riser 2.6 psi Hydr Ref R1 Required at DRAIN TEST 457 33.4 psi Water Source 80.2 psi static, 56.2 psi residual @ 400 gpm 457 gpm 49.4 psi SAFETY PRESSURE 16.0 psi NOTE: Water Source has been adjusted to include a change of elevation of 5'0" flow test to point of connection Available Pressure of 49.4 psi Exceeds Required Pressure of 33.4 psi This is a safety margin of 16.0 psi or 32 % of Supply Maximum Water Velocity is 10.4 fps OPEN TENANT SPACE Drawing Date:ll/2/2011 11/ 1/11 18:26 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1. 85 / ID^4 .87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations OFEN TENANT SFACE Drawing Date:ll/2/2011 ll/ 1/11 18:26 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 2 16. 17 21.8 2S 18. 00 5. 60 20.3 25 .2 25 .2 0.20 4 16. 17 21.8 4S 18 . 00 5. 60 20.3 25 .2 25 .2 0.20 6 16. 17 21.9 6S 18 . 00 5. 60 20.3 25 .3 25.2 0.20 8 16. 17 22 .0 8S 18. 00 5. 60 20.4 25 .3 25.2 0.20 10 16. 17 22 .1 lOS 18. 00 5. 60 20.5 25 . 4 25.2 0.20 12 16. 17 22 .3 12S 18.00 5. 60 20.7 25. 5 25.2 0.20 14 16.17 22 .5 14S 18.00 5.60 21.0 25. 6 25.2 0.20 16 16. 17 21.8 16S 18.00 5.60 20.2 25.2 25.2 0.20 18 16.17 22 . 8 18S 18.00 5.60 21.2 25. 8 25.2 0.20 20 16.17 21. 9 203 18.00 5.60 20.3 25.3 25.2 0.20 22 16.17 21. 9 22S 18.00 5.60 20.4 25.3 25.2 0.20 24 16.17 22 . 0 24S 18.00 5.60 20.4 25.3 25.2 0.20 26 16.17 22 . 1 26S 16.00 5.60 20.5 25.4 25.2 0.20 28 16.17 22 .2 28S 18 .00 5.60 20. 6 25.4 25.2 0.20 30 16.17 22 .4 30S 18 .00 5.60 20.8 25.5 25 .2 0.20 32 16.17 22. 6 32S 18 .00 5. 60 21.0 25.7 25.2 0.20 34 16. 17 21.9 34S 18 . 00 5. 60 20.3 25 .3 25.2 0.20 36 16. 17 22.9 36S 18 . 00 5. 60 21.3 25 .8 25.2 0.21 40 16. 17 23.1 41 16. 17 23.0 42 16. 17 23.1 43 16. 17 23.0 44 16. 17 23.1 45 16. 17 23.0 46 16. 17 23.2 47 16. 17 23.1 48 16.17 23.3 49 16.17 23.2 50 16.17 23.4 51 16.17 23.3 52 16. 17 23. 6 53 16. 17 23.5 54 16. 17 23.8 OPEN TENANT SPACE Drawing Oate:ll/2/2011 11/ 1/11 18:26 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 55 16. 17 23.7 56 16. 17 24. 1 57 16. 17 24. 0 Al 15 .58 24 . 0 A2 15.58 24 . 0 A3 15. 58 24 . 0 A4 15.58 24 . 1 A5 15.5.8 24 .2 A6 15.58 24 .3 A7 15.58 24 .5 A8 15.58 24 .8 A9 15.58 25.1 W 15.58 30.8 Max velocity of 10.40 occurs in the pipe from A9 TO W Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. OPEN TENANT SPACE Drawing Date:ll/2/2011 ll/ 1/11 18:26 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) 25.20 1.049 lE 1.83 20.2 20.2 K = 5.60 16S C=120 2.00 0.8 0. 0 25.20 0.200 3.83 0.8 20.2 Vel = 9.45 1. 049 1T 0.83 21.8 21. 8 EqK = 5.40 16 C=120 5.00 0.0 0. 0 25 .20 0.200 5.83 1.2 21. 8 Vel = 9.45 2. 067 12.00 23.0 23.0 41 C=120 0.00 0.0 0.0 25.20 0. 007 12.00 0.1 23.0 Vel = 2 .43 25.25 2. 067 lE 9.58 23.1 23. 1 40 C=120 1T 15.00 0.3 0. 0 See PATH 4 50. 45 0. 026 24 .58 0.7 23. 1 Vel = 4 . 87 4 .260 10.00 24.0 24 . 0 Al C=120 0.00 0.0 0. 0 50. 45 0. 001 10.00 0.0 24. 0 Vel = 1 . 15 50. 46 4 .260 10.00 24.0 24 . 0 A2 C=120 0.00 0.0 0. 0 See PATH 2 100. 91 0 . 003 10.00 0.0 24 . 0 Vel = 2.29 50. 49 4.260 10.00 24.0 24 .0 A3 C=120 0.00 0.0 0.0 See PATH 3 151.40 0. 006 10.00 0.1 24 .0 Vel = 3.44 50.56 4 .260 10.00 24.1 24 . 1 A4 C=120 0.00 0.0 0.0 See PATH 5 201. 96 0.010 10.00 0.1 24 . 1 Vel = 4 .59 50. 67 4 .260 9. 00 24.2 24 .2 A5 C=120 0.00 0.0 0.0 See PATH 9 252. 63 0.015 9. 00 0. 1 24 .2 Vel = 5.74 50.82 4 .260 9. 00 24 .3 24 .3 A6 C=120 0. 00 0. 0 0.0 See PATH 11 303.45 0.022 9.00 0.2 24 .3 Vel = 6.90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) GFEN TENANT SFACE Drawing Date:ll/2/2011 ll/ 1/11 18:26 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) 51. 04 4 .260 9.00 24.5 24 .5 A7 C=120 0.00 0.0 0.0 See PATH 13 354 . 48 0. 029 9.00 0.3 24.5 Vel = 8.06 51.32 4.260 8.00 24 .8 24.8 A8 C=120 0.00 0.0 0.0 See PATH 15 405 . 81 0. 037 8.00 0.3 24.8 Vel = 9.22 51 . 64 4 .260 2E 98 .06 25.1 25. 1 A9 C=120 26.33 0.0 0.0 See PATH 17 457.45 0.046 124 .39 5.8 - 25.1 Vel = 10.40 W 457.45 30.8 K = 82.42 PATH 2 FROM HYDRAULIC REFERENCE 2 TO A2 25.20 1. 049 lE 1.83 20.3 20.3 K = 5 . 60 2S C=120 2 .00 0. 8 0. 0 25.20 0.200 3.83 0. 8 20.3 Vel = 9.45 1. 049 1T 0.83 21. 8 21 . 8 EqK = 5.40 2 C=120 5.00 0. 0 0. 0 25.20 0.200 5.83 1.2 21 . 8 Vel = 9.45 2. 067 12.00 23. 0 23. 0 43 C=120 0.00 0. 0 0. 0 25.20 0. 007 12 .00 0. 1 23. 0 Vol = 2.43 25.25 2. 067 lE 9.58 23. 1 23. 1 42 C=120 1T 15.00 0.3 0. 0 See PATH 6 50.46 0. 027 24 .58 0.7 23. 1 Vel = 4.87 A2 50.46 24. 0 K = 10.31 PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 25.22 1. 049 lE 1 . 83 20.3 20.3 K = 5.60 4S C=120 2. 00 0.8 0. 0 25 .22 0.200 3.83 0.8 20.3 Vel = 9.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OFEN TENANT SPACE Drawing Date:ll/2/2011 11/ 1/11 18:26 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 CONTINUED 1. 049 1T 0.83 21.8 21.8 EqK 5 .40 4 C=120 5.00 0.0 0.0 25.22 0.200 5.83 1.2 21.8 Vel = 9.45 2. 067 12.00 23. 0 23.0 45 C=120 0.00 0. 0 0.0 25.22 0. 007 12.00 0. 1 23.0 Vol = 2 .43 25.27 2. 067 lE 9.58 23. 1 23.1 44 C=120 1T 15.00 0.3 0.0 See PATH 7 50.49 0.027 24.58 0.7 23.1 Vel = 4 .87 A3 50. 49 24. 0 K = 10.31 PATH 4 FROM HYDRAULIC REFERENCE 34 TO 40 25 .25 1. 049 lE 1 . 83 20. 3 20.3 K = 5. 60 34S C=120 2 . 00 0. 8 0.0 25 .25 0.200 3. 83 0. 8 20.3 Vel = 9.47 1. 049 1T 0. 83 21.9 21.9 EqK = 5.40 34 C=120 5 . 00 0.0 0.0 25 .25 0.200 5.83 1.2 21.9 Vel = 9.47 40 25.25 23.1 K = 5.26 PATH 5 FROM HYDRAULIC REFERENCE 6 TO A4 25.25 1. 049 lE 1. 83 20.3 20.3 K = 5. 60 6S C=120 2 . 00 0.8 0.0 25.25 0.200 3.83 0.8 20.3 Val = 9.47 1. 049 1T 0. 83 21.9 21.9 EqK = 5.40 6 C=120 5. 00 0.0 0.0 25.25 0.200 5 . 83 1.2 21.9 Vel = 9.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CFEN TENANT SFACE Drawing Date:ll/2/2011 ll/ 1/11 18:26 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 6 TO A4 CONTINUED 2.067 12.00 23.1 23.1 47 C=120 0.00 0.0 0.0 25.25 0. 007 12.00 0.1 23.1 Vel = 2 .44 25.30 2.067 lE 9.58 23.2 23.2 46 C=120 1T 15.00 0.3 0. 0 See PATH 8 50.56 0.027 24 .58 0.7 23.2 Vel = 4 .88 A4 50. 56 24 .1 K = 10.31 PATH 6 FROM HYDRAULIC REFERENCE 20 TO 42 25 .25 1.049 lE 1.83 20.3 20.3 K = 5. 60 20S C=120 2 .00 0.8 0. 0 25 .25 0.200 3.83 0.8 20.3 Vel = 9.47 1. 049 1T 0.83 21.9 21 . 9 EqK = 5.40 20 C=120 5.00 0.0 0 . 0 25.25 0.200 5.83 1.2 21 . 9 Vel = 9.47 42 25.25 23.1 K = 5.26 PATH 7 FROM HYDRAULIC REFERENCE 22 TO 44 25.27 1. 049 lE 1.83 20.4 20.4 K = 5.60 22S C=120 2 .00 0.8 0. 0 25.27 0.201 3.83 0.8 20 .4 Vel = 9.47 1.049 1T 0.83 21.9 21. 9 EqK = 5.40 22 C=120 5. 00 0.0 0. 0 25 .27 0.201 5. 83 1.2 21. 9 Vel = 9.47 44 25.27 23.1 K = 5 .26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPEN TENANT SPACE Drawing Date:ll/2/2011 11/ 1/I1 18:26 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 24 TO 46 25.30 1. 049 lE 1.83 20. 4 20 .4 K = 5. 60 24S C=120 2.00 0. 8 0 . 0 25.30 0.201 3.83 0. 8 20 . 4 Vel = 9.49 1. 049 1T 0.83 22. 0 22. 0 EqK = 5.40 24 C=120 5.00 0. 0 0. 0 25.30 0.201 5.83 1.2 22. 0 Vel = 9.49 46 25.30 23.2 K = 5 .26 PATH 9 FROM HYDRAULIC REFERENCE 8 TO A5 25.31 1. 049 IF 1.83 20. 4 20.4 K = 5 .60 8S C=120 2.00 0. 8 0. 0 25.31 0.201 3.83 0. 8 20.4 Vol = 9.49 1. 049 1T 0.83 22 . 0 22 . 0 EqK = 5.40 8 C=120 5.00 0. 0 0.0 25.31 0.201 5.83 1.2 22 . 0 Vel = 9.49 2. 067 12.00 23.2 23.2 49 C=120 0.00 0. 0 0.0 25.31 0. 007 12.00 0. 1 23.2 Vol = 2 .44 25.36 2. 067 lE 9.58 23.3 23.3 48 C=120 1T 15.00 0.3 0.0 See PATH 10 50. 67 0. 027 24.58 0.7 23.3 Vel = 4 .89 A5 50. 67 24 .2 K = 10.31 PATH 10 FROM HYDRAULIC REFERENCE 26 TO 48 25.36 1.049 lE 1.83 20.5 20.5 K = 5. 60 26S C=120 2.00 0.8 0. 0 25.36 0.202 3.83 0.8 20.5 Vel = 9.51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPEN TENANT SPACE Drawing Date:ll/2/2011 11/ 1/11 18:26 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 26 TO 48 CONTINUED 1.049 1T 0.83 22. 1 22 . 1 EqK = 5 .40 26 C=120 5.00 0. 0 0.0 25.36 0.202 5.83 1.2 22 . 1 Vel = 9.51 48 25.36 23.3 K = 5 .26 PATH 11 FROM HYDRAULIC REFERENCE 10 TO A6 25.39 1. 049 lE 1.83 20.5 20.5 K = 5 .60 10S C=120 2.00 0. 8 0.0 25.39 0.202 3.83 0. 8 20.5 Vel = 9.52 1.049 1T 0.83 22. 1 22 . 1 EqK = 5 .40 10 C=120 5 .00 0. 0 0. 0 25 .39 0.202 5 . 83 1.2 22 . 1 Vel = 9.52 2 .067 12 . 00 23.3 23.3 51 C=120 0. 00 0. 0 0. 0 25 .39 0.007 12 . 00 0.1 23.3 Vel = 2 .45 25.44 2 . 067 lE 9.58 23. 4 23.4 50 C=120 1T 15 . 00 0.3 0.0 See PATH 12 50.82 0. 027 24 .58 0.7 23.4 Vel = 4 .91 A6 50.82 24.3 K = 10.31 PATH 12 FROM HYDRAULIC REFERENCE 28 TO 50 25.44 1.049 lE 1.83 20. 6 20. 6 K = 5. 60 28S C=120 2 .00 0.8 0.0 25.44 0.203 3.83 0.8 20. 6 Vel = 9.54 1.049 1T 0.83 22.2 22.2 EqK = 5 .40 28 C=120 5 .00 0.0 0.0 25.44 0.203 5 . 83 1.2 22.2 Vel = 9.54 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPEN TENANT SPACE Drawing Date:ll/2/2011 I1/ 1/11 18:26 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 50 25.44 23. 4 K = 5 .26 PATH 13 FROM HYDRAULIC REFERENCE 12 TO A7 25.49 1.049 lE 1. 83 20.7 20.7 K = 5. 60 12S C=120 2 . 00 0. 8 0. 0 25.49 0.204 3. 83 0. 8 20.7 Vel = 9.56 1.049 1T 0. 83 22.3 22 .3 EqK = 5.40 12 C=120 5. 00 0.0 0. 0 25.49 0.204 5.83 1.2 22 .3 Vel = 9.56 2 . 067 12. 00 23.5 23.3 53 C=120 0.00 0. 0 0. 0 25.49 0. 007 12. 00 0. 1 23.5 Vel = 2 .46 25. 54 2 . 067 lE 9.58 23. 6 23. 6 52 C=120 1T 15.00 0.3 0. 0 See PATH 14 51. 04 0 . 027 24.58 0.7 23. 6 Vel = 4 .93 A7 51. 04 24.5 K = 10.31 PATH 14 FROM HYDRAULIC REFERENCE 30 TO 52 25. 54 1. 049 lE 1.83 20.8 20. 8 K = 5. 60 30S C=120 2 .00 0.8 0. 0 25.54 0.205 3.83 0.8 20. 8 Vel = 9.58 1. 049 1T 0.83 22.4 22.4 EqK = 5. 40 30 C=120 5.00 0.0 0.0 25 .54 0.205 5.83 1.2 22.4 Vel = 9.58 52 25 .54 23. 6 K = 5 .26 PATH 15 FROM HYDRAULIC REFERENCE 14 TO A8 25.63 1. 049 lE 1.83 21. 0 21. 0 K = 5. 60 14S C=120 2 .00 0. 8 0. 0 25. 63 0.206 3.83 0. 8 21. 0 Vel = 9. 61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OFEN TENANT SPACE Drawing Date:11/2/2011 I1/ 1/I1 18:26 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 15 FROM HYDRAULIC REFERENCE 14 TO A8 CONTINUED 1. 049 1T 0.83 22.5 22.5 EqK = 5.40 14 C=120 5.00 0.0 0. 0 25. 63 0.206 5.83 1.2 22.5 Vel = 9. 61 2 .067 12.00 23.7 23.7 55 C=120 0.00 0.0 0. 0 25. 63 0.008 12.00 0.1 23.7 Vel = 2 .48 25. 69 2 .067 lE 9.58 23.8 23. 8 54 C=120 1T 15.00 0. 3 0.0 See PATH 16 51.32 0.027 24 .58 0. 7 23.8 Vel = 4 .95 A8 51.32 24 .8 K = 10.31 PATH 16 FROM HYDRAULIC REFERENCE 32 TO 54 25. 69 1.049 lE 1.83 21. 0 21. 0 K = 5 . 60 32S C=120 2 .00 0. 8 0.0 25. 69 0.207 3.83 0. 8 21.0 Vel = 9. 63 1. 049 1T 0.83 22 . 6 22 . 6 EqK = 5 . 40 32 C=120 5.00 0. 0 0. 0 25. 69 0.207 5.83 1.2 22 . 6 Vol = 9. 63 54 25. 69 23. 8 K = 5 .26 PATH 19 FROM HYDRAULIC REFERENCE 18 TO A9 25.80 1. 049 lE 1.83 21.2 21 .2 K = 5. 60 18S C=120 2 .00 0. 8 0. 0 25.80 0.208 3.83 0. 8 21 .2 Vel = 9. 67 1. 049 1T 0. 83 22. 8 22. 8 EqK = 5.40 18 C=120 5 . 00 0.0 0. 0 25 . 80 0.208 5. 83 1.2 22. 8 Vel = 9.67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPEN TENANT SPACE Drawing Date:1112/2011 11/ 1/11 18:26 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE 18 TO A9 CONTINUED 2 . 067 12.00 24.0 24 . 0 57 C=120 0.00 0. 0 0 . 0 25.80 0. 008 12.00 0. 1 24 . 0 Vel = 2.49 25.85 2 . 067 lE 9.58 24. 1 24 . 1 56 C=120 1T 15.00 0.3 0. 0 See PATH 18 51. 64 0. 028 24.58 0.7 24. 1 Vol = 4 .99 A9 51.64 25.1 K = 10.32 PATH 18 FROM HYDRAULIC REFERENCE 36 TO 56 25. 85 1. 049 lE 1.83 21. 3 21.3 K = 5 .60 36S C=120 2.00 0. 8 0.0 25. 85 0.209 3.83 0. 8 21.3 Vel = 9.69 1. 049 1T 0.83 22 . 9 22.9 EqK = 5 .40 36 C=120 5.00 0. 0 0.0 25 . 85 0.209 5.83 1.2 22 .9 Vel = 9. 69 56 25 . 85 24 . 1 K = 5 .26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance OPEN TENANT SPACE Static Pres: 78.0 psi Pressure: 33.4 psi In: 0 gpm 3 TRADERS WAY Resid. Pres: 54.0 psi Sys Flow: 207 gpm Out: 250 gpm SALEM, MA Flow: 400 gpm Sys+Hose: 457 gpm Remote Area: 1 Date: 9/2010 Safety Pres: 16.0 psi Loc: DRAIN TEST Hd Elv Pres: 1.0 psi 140 120 100 804 P S Su Iy 60 40 250 gpm hose 20 1.0 psi 100 150 200 250 300 350 400 450 500 Flow(gpm) LETTER OF Tulo:� NSNJHTTaL CRAMER E3 LEVINE DATE 11.02.11 JOBNO. 11-069 & C O M P A N Y ATTENTION Chris Fontaine RE: 134 EAST MAIN STREETaNORTON, MA 02766 Blockbuster Subdivide (508)230-2466= www,cramerlevine.com a F:(774)265-1811 3 Traders Way TO CBI 265 Willard St. Salem, MA Quincy, MA 02766 WE ARE SENDING YOU ® Attached ® Via Hand the following items: ❑ Shop drawirigs ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 4 EA. 11/01/11 A0.1, A1.0,A2.0, A2.1, M1,M2, E1, E2, E3, P1 24"x36" 3 sets signed and stamped, 1 set not signed and stamped THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ® As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: Paul Oliveira If enclosures are not as noted. Please notify us at once. Town of SALEM Inspectional Services Department Construction Control Document Project Title: Vanilla Box of former Blockbuster Date: 11/01/11 Project Location: 3 Traders Way Scope of Project: Selected demo demise for 3 separate tenant spaces In accordance with SECTION 107.6 780CMR of the 8°i Edition of the Massachusetts State Building Code, IEBC & IBC: I, Howard V. Levine, AIA Mass. Registration Number 6291 being a registered professional Architect/Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: _Entire Project X Architectural `Structural Mechanical Fire Protection _Electrical _Other(Specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed use and occupancy. Furthermore, I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 107.6.2: 1. Review of shop drawings, samples and other submittals of the contractor, as required by the construction contract documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. In accordance with section 107.6 I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final re ort as to the satisfactory completion and readiness of the project for occupancy. �RE1) ARC V. O� F � No. 6291 y, 0 �o A(7H Of MPSS '2J Stamp and signature of Arc Ace nee Nov 01 2011 2: 21PM CRRMER#LEVINE# 17742651911 p. 2 Town of �A LEM Inspectional Services Department Construction Control Document Project Title: Date: Project Location: f✓ta Scope of Project: In accordance with SECTION 107.6 780CMR of the 8'"Edition of the Massachusetts State Building Code, IEBC& BC: 1. Nr '`- 1`TI"y"i4lass. Registration Number 39 3 2 0 being a registered professional Architect/Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: _Entire Project Architectural Structural X Mechanical ,Fire Protection X Electrical u Other(Specify) PL.1/M61lt/&— for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed use and occupancy. D M Y 0 ET1'6Wr ' Furthermore,I understand and agree that I shall perform the necess/aryZ professional services and be present on the construction site on a regular basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 107.6.2: l. Review of shop drawings, samples and other submittals of the contractor, as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. IF—o2 MY T)ESI&A/t: In accordance with section 107.61 shall submit periodically, in a form acceptable to the building official, — a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. F '4C DAN R. yG g RHODES o ELECTRICAL No. 39320 Stamp and signature of Architect/Engineer A p FSS! AL ECG I