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283 REAR DERBY STREET - BUILDING JACKET rsuperTab® edTaE Folders 90%Larger Label Area ED SM E A ww rr A KEEPING YOU ORGANIZED No. 10301 PATENTPENDING SUSTAINABLE MIN.RECYCLED FORESTRY INITIATIVE CONTENTIOA c.Nr pre.aosrdop POST-CONSUMER ww.v.KDroprem.orp SF4011N MADE IN USA GET ORGANIZED AT SMEAD.COM WINTER STREET ARCHITECTS July 19, 2016 Michael Lutrzykowski Inspectional Services Departments City of Salem 120 Washington St. Salem, MA Re: 283 Rear Derby I Notch Brewing. Permit No. B-16-187 Dear Mr. Lutrzykowski, I am writing as Architect of Record for the above referenced project. During the recent final inspection, I reported incorrect occupancy estimates and request modification to allow for a total occupancy of 180 persons. Below are relevant calculations to support my request. Occupancy Limits from the least restrictive to the most: Egress—the doors/paths combine for 480+persons,capacity significantly exceeds occupant load by area. Occupant Load by Areas—273 when counting Beer Garden. Per Chapter 10 of the Mass Building Code,the Design Occupant Load is as follows: DESIGN USE Factor Calc Persons Area OCCUPANT Assembly Areas, Unconcentrated: 15NET/OCC.= 1691/15= 112 Taproom LOAD(PER Assembly Areas, Unconcentrated: 15NET/OCC.=_1830/15= 129_Beer Garden GSF) Factory Area 100GRO55/OCC.= 3166/100= 32 Brewery Totals 273 Persons 248 CMR-UniformPllumingCode—Table—Fixture persons persons count limits the numbers further to 180(if limiting male fixtures /fixture I unbalanced I balanced facilities benefit to equal female facilities.) Female 3 30 90 90 Male 2 60 120 90 Totals 5 210 180 In summary, plumbing fixture count of the facility support the lowest occupancy and establishes the limit at 180 persons. I recommend: a) Not more than 180 persons may occupy the facility. b) Not more than 112 persons can occupy the taproom at any one time including serving staff. c) Not more than 98 persons can occupy the occupy the Beer Garden at anyone time including serving staff. If you require additional information, please let me know. Sincerely, Winter /Street Architects,Inc. y�'-'oREDAn cr No.7083 SALEM, any,,, MASS. ,gl' Mark Meche AIA Senior Principal 'ltmoFMp55Pc 27 Congress Street I Suite 201 Salem, Massachusetts 01970 1978.744.7379 wsarchitects.com The Commonwealth of Massachusetts City of Salem New and Renewal Certificate of Inspection In accordance with 780 CMR, Chapter 1 (The Eighth Edition of the Massachusetts State Building Code)and Chapter 304 of the Acts of 2004 (an Act to further enhance fire and life safety), this certificate of inspection is issued to the premise or structure or part thereof as herein identified. identify Name of Establishment Certificate No. Issued to Notch Brewery TIC-16-82 Identify property address including street number, name, city or town and county Certificate Located at Expiration 283 R DERBY STREET Salem,Essex County 11/30/2016 Location Use Group Classification(s) Allowable Occupant Load 1st A4: Inside Seating 84 Other A-2: Outside Seating 54 This Certificate of Inspection is hereby issued by the undersigned to certify that the premise, structure or portion thereof as herein specified has been inspected for general fire and life safety features. This certificate shall be framed behind clear glass and\or laminated and posted in a conspicuous place within the space as directed by the undersigned. Failure to post or tampering h the contents of the certificate is strictly prohibited. Name of Municipal Name of Municipal Fire Date of Building Commissioner Thomas J. St. Pierre Chief avid Cody Inspection Signature of Municipal Signature of Municipal to of Building Commissioner Fire Chief Issuance CK 3� �1`� —j �7 , 3�� The Commonwealth of Massachusetts � Deparhnent of Public Safety Massachuse�tts State Tjuilding Code(780 CMR) ,�('� Building Permit Application for any Building other than a One-or Two-Family Dwelling �• J (This Section For Official Use Only) �'-' Building Permit Number: Date Applied: Building Official: `— SECTION 1:LOCATION(Please indicate Block#and Lot#for locaHons for which a street address is not available) � 283 Rear Derby Street Salem .01970 +�/ No.and Street City/Town Zip Code Name of Building(if applicable) � SECTION 2:PROPOSED WORK _/� Edirion of MA State Code used a If New Construction check here 0 or check all that apply in the rivo rows below u � Existing Building mC Repair❑ Alteration � Addition❑ DemoliHon O (Please fill out and submit Appendix 1) Change oE Use ❑ Change of Occupancy O Other ❑ Specify: Are building plans and/or construcflon documents being supplied as part of this permit applicaHon? Yes C� No ❑ Is an Independent Structural EngineerinK Peer Review required? Yes ❑ No O( Brief Descrivtion of Pro osed Work: Tenant it-up of existing vacant space for use as a beer brewing facility and pub. Scope of work in�ludes interigr demo,framing, rywa . , store ron g ass, mi wor , inis es, p um ing, sprin er, an electrical. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building InvesHgaHon and EvaluaHon is endosed(See 780 CMR 34) ❑ ExisHng 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.) � 4857 1 4857 Total Area(sq.ft.)and Total Height(ft.) 4857 18 1 S SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2 OC Nightclub ❑ A3 ❑ A�❑ A-5❑ B: Business ❑ E: Educarional ❑ F: Facto F-1 ❑ F2�C H: Hi h Hazazd H-1 ❑ H-2❑ H3 ❑ H-4❑ H-5❑ I: Insliturional I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residenrial R-1❑ R-2❑ R-3❑ R-4❑ S: Storage Sl ❑ S2❑ U: UHlity❑ Special Use O and please describe below: Special Use: SECTION 6:CONSTRUCTION T'YPE(Check as applicable) IA ❑ IB ❑ IIA O IIB � IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑ SECTION 7:STTE INFORMATION(refer to 780 CMR 111.0 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone InformaHon: Sewage Disposal: Licensed Dis osal Site� Public� Check if outside Flood Zone❑ Indicate municipal CX A trench wdl not be P Private❑ or indentify Zone: or on site system❑ required C�or trench or specify: permit is endosed❑ Railioad right-of-way: Hazazds to Aii NavigaHon: MA Historic Commission Review Process: Not Applicable C� Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes O or No CX Yes❑ No ❑ SECTION 8:CONTENT OF CERT[FICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special SHpulations: ��--�-cvC �e� ec� G�e �CC�-�`��f��'� � '�� 5�6 — � 51 � �,�`p� P`v . _.. �}�� e � 0 3-- �� , SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner South Harbor Holdings P�O. Box 829 Salem 01970 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: ' � Tim Clarke g7g _ 7q5 _ 1020 g7g_943 6450 timfclarke@aol.com Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Steve Benecke, R.C. Gri�n, Inc. 49 Central Street Peabody MA 01960 Name Street Address City/Town State Zip to act on the ro e owner's behalf,in all matters relarive to work authorized b this buildin ermit a lication. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) . If buildin is less than 35,000 cu.ft.of enclosed s ace and/or not under Constmcflon Control then check here O and ski Section 10.1 101 Re 'stered Professional Res onsible for Conshvction Control Mark Meche g7g �qq �g�g MMeche@wsarchitects.com 7083 Name(Registrant) Telephone No. e-mail address Registration Number 209 Essex Street Salem MA 01970 qiq 8/31/16 Street Address City/Town State Zip Discipline Expirafion Date 102 General Contractor R.C. Griffin, Inc. CompanyName G��qU,p� 'p�-��} Steve�Beneske, ProjectManager C-�j�('r� `�'�3 q— I S— 1 �6 Name of Person Responsible for Construction License No. and Type if Applicable 49 Central Street Peabody MA 01960 Street Address City/Town State Zip 978 977 3339 978 _ 578 _ 0519 sbenecke@rcgri�n.com Tele hone No. usiness Tele hone No. cell e-mait address SECTION 11:WORI�RS'COMPENSATION INSIJRANCE AFFIDAVIT M.G.L.c.152. 25C 6 A Workers'Compensation Insurance Affidavit from the MA Departrnent of Industrial Accidents must be completed and submitted with this applicaHon. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a si ned Affidavit submitted with this a lication? Yes� No O SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor 675,900 and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ 405,800 BuIlding Permit Fee=Total Construcrion Cost x -�>>(Insert here 2.Electrical $ 85,400 appropriate municipal factor)_$7 346.OQ 3.Plumbing $ �21,000 4.Mechanical (HVAC) $ 49,000 Note:Minimum fee=$ (contact municipality) 5.Mechanical Other � � $ 14,700 Endose check payable to Citv of Salem 6.Total Cost $ 675,900 (wntact municipality)and write check number here �� SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below, hereby attest under the pains and penalties of perjury that all of the informarion contained in this application is true and accur e to best of my knowledge and understanding. Steve Benecke � Project Manager Q7R _ 977_ 3339 12/31/15 Please print and sign name Tifle Telephone No. Date 49 Central Street Peabody MA 01g60 Street Address City/Town State Zip Municipal Inspector to fill out this secHon upon applicaHon approval: ��°� lA.� �� /X/ Name Date Appendix 2 Construction Documents are required for structures khat 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* Mazk"x"where a licable No. Item Submitted Incom lete Not Re uired 1 Architectural X 2 Foundation x 3 Structural x 4 Fire Su ression X 5 Fire Alarm ma re uire re eaters X 6 HVAC x 7 Electrical x S Plumbin inciude local connections X 9 Gas Natural,Pro ane,Medical or other x 10 Surve ed Site Plan Utilifies,WeUand,etc. x 11 S ecifications X 12 Structural Peer Review X 13 Structural Tests&Ins ections Pro ram X � 14 Fire Protection NarraHve Re ort X 15 Existin Buildin Surve /Imesri ation X 16 Ener Conservation Re ort X 17 Architectural Access Review 521 CMR 1S Workers Com ensaHon Insurance x 19 Hazardous Material Miti ation Documentation x 20 Other S ec' 21 Other S ec' 22 Other S ec' `Areas of Design or ConstrucHon 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 applicaHon has been amended and the proposed construction documeM amendment has been approved by the authority having jurisdicfion.Work started prior to approval may be subjected to trip[e the ariginal permit fee. Registered Professional Contact Information Mark Meche 744 _ 7379 7083 978- MMeche(gwsarchitects com � Name(Registrant) Telephone No. e-mail address RegistraHon Number 209 Essex Street Salem MA 01970 A�A 8�31/15 Street Address City/Town State Zip Discipline Expiration Date Loring Merrow g�g _ Sg� _ 0150 30632 loring.merrow@verizon net Name(Registrant) Telephone No. e-maIl address RegistraHon Number 7 Walnut Street Peabody MA 01960 PE 6/30/16 Street Address Ci /Town State Zi Discipline Expiration Date George W. Hale g78_ 609_ 7gg billhale.bch 24090 0 �gmaiLcom Name(Registrant) Telephone No. e-maIl address RegistraHon Number 1A Mariboro St. Georgetown MA 01833 PE 4/30/16 Street Address Ci /Town State Zi Discipline Expiration Date GRIFFIN & MERROW, INC. R. Loring Merrow, President Registered Professional Engineer 30632 Mechanical Contracting—Process Piping—Industnal Ventllation—Plumbing— Sheet Metal—Heating—Air Conditioning Design/ Construction Affidavit PROJECT NAME: Notch Brewing LOCATION: 283 Rear Derby ST, Salem, MA OWNER: Notch Brewing Architect: Winter Street Architects, Salem, MA SCOPE OF PROJECT: Plumbing and HVAC for Existing building renovation and restoration December 28, 2015 In accordance with Section 116.0 of the Massachusetts State Building Code, I, R. Loring Merrow Massachusetts Registration No.: 30632 Being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning the above job for PLUMBING and HVAC, and that to the best of my knowledge such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and applicable Architectural and Engineering practices for the proposed project. I further certify that I will perFormed the necessary professional services and will be present on the construction site on a regular and periodic basis to determine that the work will be completed in accordance with the documents approved for the building permit. Engineer/ Mass. Reg. # 30632 R. Loring Merrow GRIFFIN AND MERROW, INC 7 WALNUT ST, PEABODY, MA 01960 978-531-0150 ��,tH OPM �3'� 1 S'40 2� M �jj N 2N 1 S I A y f No 6 2 F R��,�x 15 T �� `�'rs�ONAL�a� 7 Walnut Street, Peabody, MA 01960 (978) 531-0150 (978) 537-0154 Fax loring.merrow@verizon.net Plumbing Corporation 486C - Master Plumber License 9322 - Sheet Metal License 34 i . ' , � Initial Construction Control Document � To be submitted with the building permit application by a � � e Registered Design Yrofessional for work per the 8'h edition of the " Massachusetts State Building Code, 780 CMR, Section 107 Project Title: �Y �'G!� ��G��l�G Date: �"Z � �� s/ Property Address: Z�� f//�/I/✓i� �r� �/��I Project: Check one or both as applicable: ❑New construction J�Existing Construction .____.� Projectdescription: ��'N/f'N% ��r �v%� �r �+-� �%`�ry S��c� ��S/ �ir/ �'�'Lc'i�.vG �ia-,vi�vG - a�.uc--�2 rx i��/r.uG I (,�L(J!/LG-c,rw` f/fLLf MA Registration Number.��'C> U Expiration date: 7 3U (C, am a registered design professronal, and I have prepared or directly supervised the preparation of all design p(ans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection �Q, Electrical [ ] Other i for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. 1 understand and agree that 1 (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l. Review, for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 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 if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building officiat, 1 shall submit field/progress reports(see item . ether with pertinent comments, in a form acceptable to the building ofticial. ��H p� MAff 9 Upon completion of the work, I shall submit to the building official a`Final uc�ntr Enter in the space to the right a"weY'or ��pp� electronic signature and seal: �b,� '�FCISTEa�� FSS�ONAI ENG\� Phone number: f O 6o y- �< � Email: ///�1� C�r �/�/ C/ s77u/�� 6uilding Official Use Only Building OFficial Na�ne: Permit No.: Uate: Version 06 I 1 2013 GRIFFIN & MERROW, INC. R. Loring Merrow, President Registered Professional Engineer 30632 Mechanical Contracting—Process Piping—Industnal Ventllation—Flumbing—Sheet Metal—Heating—Air Conditioning Design/ Construction Affidavit PROJECT NAME: Notch Brewing LOCATION: 283 Rear Derby ST, Salem, MA OWNER: Notch Brewing Architect: Winter Street Architects, Salem, MA SCOPE OF PROJECT: Plumbing and HVAC for Existing building renovation and restoration December 28, 2015 In accordance with Section 116.0 of the Massachusetts State Building Code, I, R. Loring Merrow Massachusetts Registration No.: 30632 Being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning the above job for PLUMBING and HVAC, and that to the best of my knowledge such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and applicable Architectural and Engineering practices for the proposed project. I further certify that I will performed the necessary professional services and will be present on the construction site on a regular and periodic basis to determine that the work will be completed in accordance with the documents approved for the building permit. Engineer / Mass. Reg. # 30632 R. Loring Merrow GRIFFIN AND MERROW, INC 7 WALNUT ST, PEABODY, MA 01960 978-531-0150 t.�'�'TH�F SSq � E � CSGN � � A 1A . �G 2 ,. 4: �? ,SY a \�� . kFSSIONAIF-a� 7 Walnut Street, Peabody, MA 01960 (978) 531-0150 (978) 531-0754 Fax loring.merrow@verizon.net Plumbing Corporation 486C - Master Plumber License 9322 - Sheet Metal License 34 � ' GRIFFIN & MERROW, INC. R. Loring Merrow, President Registered Professional Engineer 30632 Mechanical Contracting—Process Piping—Industrial VenPilation—Plumbing—Sheet Metal—Heating—Air Conditioning Design/ Construction Affidavit PROJECT NAME: Notch Brewing LOCATION: 283 Rear Derby ST, Salem, MA OWNER: Notch Brewing Architect: Winter Street Architects, Salem, MA SCOPE OF PROJECT: Plumbing and HVAC for Existing building renovation and restoration December 28, 2015 In accordance with Section 116.0 of the Massachusetts State Building Code, I, R. Loring Merrow Massachusetts Registration No.: 30632 Being a Registered Professional Engineer hereby certify that I have prepared or directly n s ecifications concernin the r tion of all desi n lans com utations a d supervised the prepa a g p , p p 9 above 'ob for PLUMBING and HVAC, and that to the best of my knowledge such plans, J computations and specifications meet the applicable provisions of the Massachusetts State Building Code and applicable Architectural and Engineering practices for the proposed project. , I further certify that I will perFormed the necessary professional services and will be present on the construction site on a regular and periodic basis to determine that the work will be completed in accordance with the documents approved for the building permit. ' Engineer/ Mass. Reg. # 30632 R. Loring Merrow GRIFFIN AND MERROW, INC 7 WALNUT ST, PEABODY, MA 01960 978-531- � �,. ��*�,'(H OF T S,q s�� /M R �/� �� 1 SA li� y -+ / �Na� en� n ' �y �FG ��•�':."�a F`r�NA�a`a� 7 Walnut Street, Peabody, MA 01960 (978) 531-0150 (978) 531-0154 Fax loring.merrow@verizon.net Plumbing Corporation 486C - Master Plumber License 9322 - Sheet Metal License 34 `°"°„" Commonwealth of Massachusetts � Nn t / � / � � a Citv of Salem � ' � � 120 Washington S4 3rd Floor Salem,MA 01970(978)745-9595 x5641 M Return card to Building Division for Certificate of Occupancy Permit No. B-16-143 p E R M I T T O B U I L D FEE PAID: $7,436.00 DATE ISSUED: 2/25/2016 , This certifies that SOUTH HARBOR HOLDINGS LLC has permission to erect, alter, or demolish a building 283 DERBY STREET Map/Lot: 340439-0 as follows: Repair/Replace TENANT FIT-UP OF EXISTING, VACANT SPACE FOR THE USE AS A BEER BREWING FACILITY & PUB. INCLUDING INTERIOR DEMO, FRAMING, DRYWALL. DFH, ' STOREFRONT GLASS, MILLWORK, FINISHES, PLUMBING, SPRINKLER, HVAC 8 ELECTRICAL Contractor Name: CLAUDE DWAN DBA: R C GRIFFIN INC Contractor License No: 078163 i 2/25/2016 Building Official Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All consVuction,alterations and changes of use of any building and sWctures shall be in compliance with the local zoning by-laws and codes. I This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the ' work until the completion of the same. I The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. �..��C#: "Persons contracting with unregislered contractors do not have access to Ne guarentyfund"(as set forU in MGL c.142A). ,1 Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. � _ _ _ -- _--- . • • • . , . , .._ . LIMIT OF WORK KEYNOTES - CONSTRUCTION �g�ERED AR�y�ff A � A1 EQUIPMENT PROVIDED BY SPECIFIC MECHANICAL SYSTEMS LTD. �w��M�Cy�r A4.0 A4.0 A2 NO GWB ON THIS SIDE.PREPARE FOR COLD BOX INSTALLATION BY OTHERS. � B O A3 SIGNAGE NOT IN CONTRACT.PENDING PERMITTING.PREPARE SUBSTRATE TO A4.0 A32 A3.2 3 RECEIVE MOUNTED/PAINTED SIGNAGE. AL[tA, J" A B C A9� D E A4 MASONRY TO BE REPOINTED AT LOCATIONS OF SUBSTANTIAL DETERIORAT'�ON.GC MASS. G� � Z TO COORDINATE SCOPE.NP.FOR ALL EXTERIOR ELEVATIONS IN LIMIT OF WVORK. ��rN Of M�'� AS ADD 3"CONCRETE TOPPING OVER ENTIRE FLOOR.SLOPE TO DR41NS AS REQUIRED. -��s�N�e-�e� e�s e e ��oO�m 00��O�o�o� ��s� �m0�� -�s�� Oe�s s��s�O�O�m SEE FINISH PLAN FOR FINISH INFO. , � . - - - --- - - � A6 INSTALL NEW CONCRETE FLOOR IN THIS AREA.SEE FINISH PLAN FOR FINISH INFO. ; � .: ; ;' , �.. , .< ;i' � . :; i. � ,,:- . .. . -, ,: A . , .. ;,: . ;. ., - - . . ,: , y . � } ., .:_ _ . , . . . :: ., - , " � << I I' i. , B 4: ::- ,_. .. « - .` il i S 6" �, . ; �, �.,, ; , , �� _ � r -, � �. � OC � - I [ , � [� oiC I ,, ( A1 � �. . . U - as �>°' c� I A , PREP STATION 4 I � B MILL ROOM � J Q W 20�_4• S I - 161 SF I � 09 f A9.2 20'-10114" I 10'-0' - I A 53 SP `; I � � I '' � � I GASKETED DOOR \ � \ ( , � � f � � TAP ROOM � ', , �, __ n� � o � � 29�sF ` � � OFFICE I 5 � r' � w � E � o � � 344 SF � I ,y A9.1 6 I I A1 I p � ca n � • • � Ai =.F Q c� tn (� rn � G BARN DOOR , I p3_q O . . _ _ _ , E � ° �� _ A5 � A4.1 � � � P-1 I I i� W E � , q� I W � ;�, A A I � �� ' � ° I t.REFER TO SHEET A10.0 FOR INTERIOR PARTITION SCHEDULE �/ A10.1 4 e 2.REFER TO SHEET A9.3 FOR TYPICAL INTERIOR DETAILS {�. I 14 I 1 I AS I 4.REFER TO SHEET A101 FOR DOOR,FRAME AND HARDWARE SCHEDULES � � I I CORRIDOR � �, c 'n A9A o I I o p � \ �� p� 5.SEE HVAC,PLUMBING AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS YJ ; , - -- -------'v ;�, I 138 SF -L 1� p3_g PENETR4TING THROUGH OR LOCATED ON THE WALLS OR FLOOR SLABS. PROVIDE � -'-'-' p "-" -'- -"-"-'-'�I"-"-'-'-'-'-'-' _ � CAUIKINGINANYACCEPTABLEINDUSTRYMETHODTOMAKETHEPENETRATION � � � � � � �fl� � COMPATIBLE WITH THE REQUIRED FIRE R4TING. � S 5 � --- - ' I _ _ , � _ _ � � �_� I- . ,` A� ,� 6.ALL NEW SWITCH PLATES AND RECEPTACLES TO BE THE COLOR SPECIFIED ON THE W �EATING. , - �� J ° POWERANDSIGNALPLAN.IFNOTNOTED,SHALLBEWHITE. A10.1� $4 INSIDE I P� I ��'�� I 16'-r I � -'� � 7.DONOTSCALEDRAWINGS,WRITTENDIMENSIONSGOVERN.ALL PARTITIONLOCATIONS � , ; < ' � ; : ., ' � -_ _., ° ` ",' SHALL BE AS SHOWN ON PARTITION PLAN.IN CASE OF CONFLICT NOTIFY ARCHITE(CT. 5 4 O U T S I D E I , � -" I .- I I - � �� I ` "' PARTITIONPLANBYARCHITECTTAKESPRECEDENCEOVERALLOTHERPLANS. � I WOMIEN � As.+ BREWHOUSE � 138 SEATS TOTA!� pg. 2 I I ;I i �19 I � A 13 8�F � I �� l� A1 � � 8.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH MO � � , 1772SF �� i' A9.2 � VISIBLEJOINTS. A9�0 � � � I P� " P� ' P$ � � ' I I I � � 9.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO fFINISH oN � 3 5 I o P � P 9 I� P-7 � p� � I r/ _-�,`\ � I �„ FACE Of GYPSUM BOARD UNLESS OTHERWISE NOTED. 4 E � � o � . , . . _ I � O o ', �/ � ' � 70.Au DIMENSIONS MARKED CLEAR OR CLR SHALL BE MAINTAINED AND SHALL ALLOW � � � � � LI 3 , A3.1 � � otB �� e: i �� o "� _�� P-5 I I � . , . ,.e __. ,.,e I • � ,� FOR THICKNESSES OF ALL WALL FINISHES,U.O.N.DIMENSIONS NOTED'CLEAR"(CLR)OR ,�.y, I ' o . � ( A1 I; I I I ' "HOLD'MUST BE ACCURATELY MAINTAINEO,AND SHALL NOT VARY MORE THAN t 1118" A4A � O 2 � a ,i ' I � I A3.1 2 0 � P $ , � WITHOUT WRITTEN INSTRUCTION FROM ARCHITECL A1 O.1 N � � . . . ._ y T_ o : \ 1 ` I t ____ _ _ ______ __ _ ___ _ � � II � --- - � � ^ � ,��, �� // � 1 t.DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THlAN 2 � � i I �' -.- � INCHES FROM INDICATED DIMENSION,U.O.N. VERIFY FIELD DIMENSIONS EXCEEDIING I w TAPS ;:; � � 18,_�. i ` P-2 A� ) I I � TOLERANCE WITH THE ARCHITECT.SECURE ARCHITECTS APPROVAL. :�:: �� .. I \\'��,, �;�-';,-��/ I I � 12.ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OIF SILL, i � • , i �, � U.O.N. � ' _ . �� II I ,r;;. + I , ' / i ' A2 v COLD BOX � • HW BOILER I I � .. I m 16 �m I - � � 13.NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE � (ABOVE COLD BOX) I I _ E2 153 SF � '� `\ I I � LOCATION(S)OF NEW CONSTRUCTION.UPON COMPLETION OF PARTITION CONSTR2UCTION, P� ` I. . j� E2 A1 I � I A' `' �'` J � NOTIFY THE ARCHITECT. I ' ° ! I PLATF RM AND STAIR =- � �� - � 14.ALL EXPOSED GYPSUM BOARD EDGES TO HAVE ZINC CORNER BEADS. 13'-3' , ' BYE� IPMENTMANUF. ' � i - � . ' �� 0 � RECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TR2UE,AND 15 ALL WORK SHALL BE E • ;_, , IN PROPER AUGNMENT. , 3.-p" ! A1 ., I I I A� � � � ; � 16.REFER TO REFLECTED CEILING PLANS FOR SOFFITS,CEILING HEIGHTS AND PL�NUM � ;� �� BARR�ERLOCATIONS. S 20'-4" J�� = i, �� \ � � 17.REFER TO ELECTRICAL POWER&SIGNAL PLANS FOR LOCATIONS OF SWITCHES AND N OTC H " OUTLETS. � � � UP I . �` ' - � 6 18.ALL NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED ANID B R EWI N G I � � : � I I j � � � � SEALED IN ACCORDANCE WITH THE APPL�CABLE BUILDING AND FIRE CODES. ; ' TAP ROOM 2 I FLOOR DRAINS I ` 3'-0" 19.TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR,AS �� REFERTOPLUMBINGDR4WINGS � � '. a� 2 8 3 R E A R D E R B Y S T R E E T { O �y APPLICABLE BY 1/4"INCH MAXIMUM,UNLESS OTHERWISE NOTED.VERIFY SLAB 1492 SF q9.2 INSTALL SALVAGED WINDOWS I �P') i A1 � � . BOILER ROOM � �7 CONDITIONS.TRIM EACH DOOR TO FIT CONDITION.WHERE RADICAL VARIATIONS IMl FLOOR SALEM MA � � 4 � � _ o I I ( . ` � I �� ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO D � �_ �� ACCOMMODATETHESEUNDERCUTCONDRIONS Project Numbei4102.0000 A4.1 I ! � ` �- EI 20.ALL�LASS SHALL BE CLEAR 3l8"LAMINATED SAFETY GLASS,UNLESS OTHERWI;SE S 40'-0" I � I �--'�'� `��, � a, NOTED.GLAZING TONG MARKS SHALL NOT BE VISIBLE.CLEAN AND POLISH ALL Gl P�SS � , 7'-10 3/4" PRIOR TO PROJECT DELIVERY. - , I � � � ro I I i A� � N � 21.DIMENSIONSLOCATINGDOORSARETOTHEINSIDEEDGEOFJAMB.U.O.N. CONSTRUCTION A5 �� A5A % , 22."ALIGN"MEANST ACC RA EL AT DOCUIYIEN `, �� 0 U T Y LOC E FINISHED FACcS IN THE SAME PLANEi. TS � I I �� I _ � J � � 23.ALL MILLWORK TO BE FASTENED TO THE PARTITION.PROVIDE BLOCKING FOR/4LL pC � v MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0"HT.ALL CONCEALED LUMBE:R 8 Ota . , N e l' � BLOCKINGTOBEFIRETREATED. D2te ISSUBd: � � � � : E.: 24.ALL DOORS SHALL HAVE 1'-6"CLR.ON STRIKE/PULL SIDE OF DOOR. _} „ `� ' j° `: ` � � '' ° ''', _-___. � , ; VERIFYAND ADVISE ARCHITECT OF EXCEPTIONS PRIORTO CLOSING OUT PARTITIONS. DEC. 2H, 2015 _ � � ' -g �s __.� _� " � 2 S S S S � � 25.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR:GLAZING,MILLWORK, NO. DESCRIPTION DATE DOOR/FR4MESMARDWARE,ALUMINUM,FRAMING FOR GLAZING,CARPET SEAMING, I 3 A10.11 CEILING SYSTEM ITEMS,PAINTING ITEMS,LIGHTING FIXTURES,ITEMS AS REDUIRED BY A10.1� A5.0 ' SPECIFICATIONS 1 REV.1 01/25I2016 \ � 26.PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED T0: 2 REV.3 02/03I2016 ��e�0e� _�O�OOO�O�O�O��e�si��e��ees�s�s/o�A!l��s�-��m�e�es� �e�e��O��O�e�1111d-� GRAB BARS,SHELVING,OVERHEAD CABINETS,SIGNAGE,TOILET ROOMS ACCESSORIES, � AND WALL MOUNTED EQUIPMENT. 3 REV.4 OZIZ3IZO'I6 e ,s�-„• � 2a�o. � 20,-�. � 20,_0.. - , - / 27.ENSURE THE INTEGRITY OF THE FIRE RATING AT ALL PENETR4TIONS OF THE RATED CORE WALLS IS NOT AFFECTED OR INTERRUPTED � NEW STOREFROM WINDOW 28.REFER TO MILLWORK SHOP DR4WINGS FOR SPECIFIC DETAILS OF COORDINATUON - j � � 2 SYSTEM � BEfWEENDRYWALUMILLWORKCONDITIONS. SEE ELEVATION AND DETAILS I � O � 29.PROTECT EXISTING DOORS,FRAMES,AND PARTITIONS TO REMAIN DURING A3.0 A3.0 CONSTRUCTION. � 30.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER 16 SQUARE / / INCHES ARE TO BE WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL ENCLOSURE TO � ( MAINTAIN THE WALL RATING. CO N STRU CTI OI� 31.ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4'FROM THE fACE OF THE WALL AT A HEIGHT OF 6'-8"A.F.F.U.O.N. D I A � 1 L/��\ 1 01 CONSTRUCT ON PLAN nto 114" = 1'-0" _ x . REV.3-PLUMBING PIXTURE SUBMITTAL COORDINATION � REV.4-PLUMBING FIXTURE COUNT INCREASE ¢ 0 � � � �� a � m 0 N n � _ .. _______.._.__ _ _ .. _ . . _.. __.___ . .. _ ___�__ . _.._.. . .�_ ..___,_. . . __�. __ _ .. . _. _ _ Cll ��1� ��,��ntArStreet �c iB .rtc !nr „ , . . .. ..: �, ,, ;.. - �---�--------. _.,. _. ...__._._. __..._-----. _. . ._._.__. ��_ �._�_r_._.�._. __. , ..._ i __. _ ..___ _�_..._.. . ,.__.. .._.,. _ --- "- -- v. � _ . _.. . ..___ _.., _ . .._ ..._.. __ _ __ . ._ ..._ . . _ ._._ _ ...,_.._. _�__ . .__ _..._.__. __._ A ._, .,,�x,.a�.�t.,.. .. .. ,.t.,t. � h P �. �; .,�:� �. _ ______ _ �____ _ _ _ . . LIMIT OF WORK KEYNOTES - CONSTRUCTION ��,Ea� "Rcy,r A � At EQUIPMENT PROVIOED BY SPECIFIC MECHANICAL SYSTEMS LTD. eV p4�MFCy�r A4.0 E qq p A2 NO GWB ON THIS SIDE.PREPARE FOR COLD BOX INSTALLATION BY OTHERS. r' B A3 SIGNAGE NOT IN CONTRACT.PENDING PERMITTING.PREPARE SUBSTRATE TO � ��'�� A4.0 A3.2 A3.2 3 RECEIVE MOUNTED I PAINTED SIGNAGE. ;F �AA�A, �� A � C A9� I D E A4 MASONRY TO BE REPOINTED AT LOCATIONS OF SUBSTANTIAL DETERfIORATION.GC `�4�, M�SS •► rN 04 � Z TO COORDINATE SCOPE.TYP.FOR ALL EXTERIOR ELEVATIONS IN LIMIIT OF WORK �p«,.., A5 ADD 3"CONCRETE TOPPING OVER ENTIRE FLOOR.SLOPE TO DRAINS AS REQUIRED. �e��e�e�m�� O • �e�-�o� ��e�s�s��e O�e�� e�� N�e�� 0�� 0�� el��e��e� SEE FINISH PLAN FOR FINISH INFO. j •.��i., • • .. •'.: :J . :� .. � ..,.. .Fi... ` . .i.. . . .... � �. � : . _: . _..°�. ` r:. . . . ,. i . . , .. .. � . . . . . ._.. ..�. ,x°'�:v. � .. . '... ... . �.» S. f.. . .:r�_ � v. ,....�: n.�.,.1 .� ... _.i.. .,. .,-...... . . .�.. .. . .. . ._. . .. �. , • , ' .. .l .�. . .. ..t.:. , ..., � . .. , .... . . . ...::. ... . . ... . ' i�. :� ......... ._..... .. � v. .....: ....y S . ' � y ... � .�..... . . ..�.::� ,. . .., i . , . . -�.. :4.: ,.�. .�,. � ; .« -.: s�.:.� .. . , v . .:,:. � . .. . . .;�': 1 , . �... . , �.., , . ' . - 1 �Y ..� � . . � . . .1. .. �T� . . . . -. .. 1i. . . '... . , .�. . � ' e . ..... :.. . . . "i .. , . �� .. ._ ��, � ,- . , .. : �<- , ' ,., , .1 . , . _ , ; , z ii t . . .� I 8 -6. . � � ;: _ . ��s ;' ,. . �. , .. � ' ; o� . , ;: fi.; '; ; aic , . ;,,, _; � { � � � U ,. �, ' c:, a i l e __ A1 -' _ . . � S As 2a-a• c� I A I PREP�ION I � � MILL ROOM �. . . W j - � - is�sF , os �, I ,.. ,.e A92 20'-10114" I 10'-0" ' ' I </q 53SF � � rn � u TAP ROOM ��, I � � I � I GASKETED DOOR I � ,� M ,n I . ; " �2 "' � � . `m - � ,__ � U3 �+' � i.. v 5 297 SF OFFICE I � " � N o � � � ' � N M L � 344 SF � I 4 A 9.1 6 I I A1 I o � m o�o tn 0 1 q� r.�. Q c� C� cn rn � BARN DOOR I P3-A O � .. E A I ° \ � 1� A4.1 E � � �.. P-1 I I <� A, � I � I � � \ `�� A I I DBL ' °�o I I W � � � 1.REFER TO SHEET A10.0 FOR INTERIOR PARTITION SCHEDULE A10.1 4 � � I 2.REFER TO SHEET A9.3 FOR TYPICAL INTERIOR DETAILS Q� 3 - 1 � I 14 C RID , . . .� I I 4.REFER TO SHEET A10.1 FOR DOOR,FRAME AND HARDWARE SCHEDULES �:; OR OR � � A5 H . 'n C A9.0 0 o p � �� p� 5.SEE HVAC,PLUMBING AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS Y J _ __L_ I I ---_- -- � --- -_------ �38SF_-___-_. � -ll_ 1� PENETR4TINGTHROUGHORLOCATEDONTHEWALLSORFLOORSLABS. P�OVIDE �e-�a r p ,,, �> r� e.°,.z .� � -- -----•-v � � io . - - . P3-B . . � p ` CAULKING IN ANY ACCEPTABLE INDUSTRY METHOD TO MAKE THE PENETRA1fI0N �F � i � i �� , COMPATIBLE WITH THE RE�UIRED FIRE R4TING. � S 5 �. � � � I �; � � � � � � � . � �II A� �� 6.ALL NEW SWITCH PLATES AND RECEPTACLES TO BE THE COLOR SPECIFIED ON THE � � ^ ' n SEATING. i - - ' P� i e .-- - , � '- - - . I----- '��\ f� ° POWERANDSIGNALPLAN.IFNOTNOTED,SHALLBEWHITE. � 1 � .�' A�j 84 INSIDE � � �� t6�'� I ' �f I � � 7.DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS GOVERN.ALL PARTITI�N LOCATIONS I WVOMEN I " , � � �� SHALL BE AS SHOWN ON PARTITION PLAN.IN CASE OF CGNFLICT NOTIFY ARICHITECT. z � 54 OUTSIDE - ?J� MEN i �� A � � � � y � ��' "' PARTITIONPLANBYARCHITECTTAKESPRECEDENCEOVERALLOTHERPLAINS � � A9� BREWHOUSE /�! � 138 SEATS TOTAI� A9. �;J� 19 � `� 18 � I �� A1 �, � 8.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO � I 2 I I �SF , m 137 SF , 1772 SF 1J' A9.2 � VISIBLE JOWTS. A9.0 f P-6 � ' P-6 P-6 , \�"_ �/ u, ' 3 5 ' � p_7 P� , � I I � I 9.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARtD TO FIN�SH oH I � � P� I P-9 I , II � I I ,�' �'�_ � ; �� FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED ____ ' �P- ( �-- 6�-!3 A3.1 � � e � � 4 ° o e. I j E , v , � ` �\ � "� 10.ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW A4.0 I � A' '' P 5 F O R T H I C K N E S S E S O F A L L W A L L F I N I S H E S,U.O.N.D I P,�E N S I O N S N O T E D"C L E A R"(C L R)O R __ .._._._. e.e ..... __ .. �,. I � ° = ' I � I I I • "HOLD"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THIAN t 1/8" A3.1 � � WITHOUT WRITTEN INSTRUCTION PROM ARCHITECT. � � A�o.� z o Q ' P.8 IIIII�IIIIJIII ---- ---- ------ --- r-- --.-. � ��..._-------r-� � � a � . � � ,/� � � � � � . � � � I m � II�'I - -- ---- -- �� . � 11.DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 °J � `� \��___'�`� � � INCHES FROM INDICATED DIMENSION,U.O.N. VERIFY FIELD DIMENSIONS EX(CEEDING I � � At ' I I TOLERANCE WITH THE ARCHITECT.SECURE ARCHITECTS APPROVAL. > . _ P2 . w TAPS :tE 18�_Q. „ I � ;(:: � , ' � `� �% � � � I y 12.ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE Fu10E OF SILL, I �. I :'EE I � m o _. . ::� I I � U.O.N. i I pp ; COLD BOX , - HW BOILER : 16 °° I (ABOVE COLD B0� -- ' -=�, I I I 13.NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IIN THE � �' � � 153 SF " ,?�\ I I , LOCATION(S)OF NEW CONSTRUCTION.UPON COMPLETION OF PARTITION C�NSTRUCTION, I �1 N O T I F Y T H E A R C H I T E C T. i - - � �A1 � ;`` � � � , P-� � , i I � I 1 , I - � � _ - � I ° ; I PLATF RM AND STAIR A� � � � 14.ALL EXPOSED GYPSUM BOARD EDGES TO HAVE ZINC CORNER BEADS. 13�'3� ` BYE� IPMENTMANUF. - ' ` , ' // , � � /n�� '/� � 15.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,S�UARE A1ND TRUE,AND , i ` , ` � - ; I INPROPERALIGNMENT. . ' 3'-0" q� _., ..., . ^ � I I � � � ; � 16.REFER TO REFLECTED CEILING PLANS FOR SOFFITS,CEILING HEIGHTS AIND PLENUM $ - --------- ,' \ ;�, �� BARRIERLOCATIONS. . � - - � _� � . 20'-A" I - � � \ � � � � 17.REFER TO ELECTRICAL POWER&SIGNAL PLANS FOR LOCATIONS OF SWI?CHES AND N OTC H � a m o�Ts. BREWING IJP i ,, i , � ' I I I � ' !' -� �� 18.ALL NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACK;ED AND � I I i I�� \ \ SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. TAP ROOM 2 / FLOOR DRAINS I '� � 3'-0" 19.TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR,IAS p� REPER TO PLUMBING DRAWINGS I I I' A� I ' \ - 0 � APPLICABLE,BY 1/4"INCH MAXIMUM,UNLESS OTHERWISE NOTED.VERIFY SLAB 283 REAR DERBY STREET 1492 SF I o q9 2 4 INSTALL SALVAGED IWINDOWS I � '� � � A1 ` '� �/" ` BOILER ROOM ^ � CONDITIONS.TRIM EACH DOOR TO FIT CONDITION,WHERE RADICAL VARIATI�ONS IN FLOOR SALEM MA D � 1 o I I �', '�� ELEVATION EXIST,DOORS SHALL BE ORDERED WITH BOTfOM STILE SIZED T� � � ACCOMMODATE THESE UNDERCUT CONDITIONS. Aa.� ` .::`-__ � � Project Numbei4102.0000 20.ALL�LASS SHALL BE CLEAR 3/8"LAMINATED SAFETY GLASS,UNLESS OTHERWISE S I � �----°'"�� ' NOTED.GLAZING TONG 61ARKS SHALL NOT BE VISIBLE.CLEAN AND POLISH AILL GLASS 40'-0" � I I ( � � \ _N T-10 3/4" � PRIOR TO PROJECT DELIVERY. � I � I I I i ' A� 1' 21.DIMENSIONSLOCATINGDOORSAR E T O T H E I N S I D E E D G E O F J A M B.U.O.N I. CONST R U C T I O N _.,.: A5 � � A5.0 � � �., j � � � �� 22.'ALIGN"MEANSTOACCURATELYLOCATEFINISHEDFACESINTHESAME (PLANE. DOCUMENTS ( �� o � � 23.ALL MILLWORK TO BE FASTENED TO THE PARTITION.PROVIDE BLOCKING FOR ALL S _. � I � oH � -_- � � � MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0"HT.ALL CONCEALED LUMBER& 01A � � ' i A BLOCKING TO BE FIRE TREATED. D8t2 ISSUed: - -? ,n�. r •� i� 10 .. . . ._. .. :-; . � � ��: r. ;1 � r; a � T • a ; 4 >;; ;; � r .. � ' �. 24.ALL DOORS SHALL HAVE 1'-6"CLR.ON STRIKEIPULL SIDE OF DOOR. R`' �'' V � � °. :" > '-' � ' "` °' d` ` '. ' VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PA,Rnr�or,s: D EC. 28 2015 3 ' � 2 S S � S S � 25.CONTR4CTOR TO PROVIDE SHOP DRAWINGS FOR:GLAZING,MILLWORK, NO. DESCRIPTION DATE DOORIFRAMES/HARDWARE,ALUMINUM,FRAMING FORGLAZING,CARPETSEAMING, A10.1 i CEILING SYSTEM ITEMS,PAINTING ITEMS,LIGHTING FIXTURES,ITEMS AS REQUIRED BY A10.0 A5.0 � SPECIFICATIONS 1 REV.1 01I25I2016 � I 26.PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMAITED T0: 2 REV.3 02/03/2016 �e�e�es��o��_�s�sms�m�e��s��e�s� ��s�s��es�� -��ss��e��e �� GRAB BARS,SHELVING,OVERHEAD CABINETS,SIGNAGE,TOILET ROOMS ACCESSORIES, 3 REV.4 02/2312016 19'•N" 20'-0" 2��_0• 20'-0' AND WALL MOUNTED EQUIPMENT. � ' 27.ENSl1RE THE INTEGRITY OF THE FIRE RATING AT P,LL PENETRATIONS OF 1fHE RATED CORE WALLS IS NOT AFFECTED OR INTERRUPTED 0 � NEW STOREFRONT WINDOW 28.REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION � 2 SYSTEM BEfWEENDRYWALLIMILLWORKCONDITIONS. � SEE ELEVATION AND DETAILS 29.PROTECT EXISTING DOORS,FR4MES,AND PARTITIONS TO REMAIN DURING � , CONSTRUCTION. A3.0 A3.0 30.ELECTRICAL PANELS,FIRE HOSE CABINETS AND RECESSED OBJECTS OVER i6 SQUARE I INCHES ARE TO BE WRAPPED IN WATERPROOF FIRESTOPPING MATERIAL ENCLOSURE TO MAINTAIN THE WALL RATING. CONSTRUCTI O N 31.ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4"FROM THE FACE OF THE WALL AT A HEIGHT OF 6'-8"A.F.F.U.O.N. D I A � r L/`1 �1� 01 CONSTRUCTION PLAN at.o 114" = 1'-0" , REV.3•PLUMBING FIXTURE SUBMITTAL COORDINATION � ' ,rY' * REV.4-PLUMBING FIXTURE COUNT INCREASE ¢ 0 � � � � � � � m . � . . .. .. . 0 N N1 '�' _. - ------------- ------ -- ._.._._. . __.__ _ ._ ..-- -- __. _--- -- __- __--._. _.__._ .. ._. _....._ __. _ -- . ...__---- ---- _.._.._-. __- --'- ----- __ - - ---- --- -- _._ . Crl ?(1 . � 151� inter Street Architects, Inr, �� "T -- -- �_�_ _ __ I OS!04/2U39� 11:'A8 �'FA% ' � � - � � � � fm005 tNSP R�� O� G� �� `1 ' 'S�RVIEF� . 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Sheet Name - Notcn Brewing Date - 1.25.16 � Location - Sa1em, P9assachuset.�s Bnilding - 283 Rear Derny Street System No. - Concractor - Met.huen Fire ProtecT.ion Contract No. - - Caiculated By - Methuen Fire Protection Drawing No. - FP-1 Construction: (X) Combustible ( ) Non-Comnustible Ceiling Height - 19'-0" Occupar.cy - F-2 Looi Hazard Factory Inciustrial 3 A-2 Assembly 5 (X) NFPA 13 O Lc. Haz. Ord.Aaz.Gp. O 1 (X) 2O 3 O Ex.Haz. Y O NePA 231 O NFPA 23iC O Figu.re Curve S Ocner T Spec;i£ic Ruling A1ade By Date E N, Area oE Sprinkler Operation - 1,500 System Type Sprinkler/Nozzl.e Density - .2000 (X) Wet Make G Area Per Spri.nkler - 116.00 O Dry Model E Elevation at Hi.ghest Cutlet - 18'-0" O Deluge Size S Y.ose Allowance - Znside - O Preaction K-Factor 5.6 I Rack SprinY.ler A1lewance - O Otner Temp.Rat.155°F G Hose Al.lo�,�ance - Outs•_de - 250 N Note Calculacion Flow Required - 699.4 Press Reauired - 57.8 @2est Hydrant Summary C--Pactor Used: 120 Overhead 140 Undergrounci W Y+ater Flos Test: Pump Data: Tank or Reservoir: A �ate of Test - 1.21.16 CaA. - T Time oi Test - 10:OD pm Rated Cap.- Elev.- E Static Press - "19 2 Prass - R Residuai Press - 78 Elzv. - Well Flow - 1,126 nrocf Flot.� S Elevation - 0'-0" U P i�ocation - Derby Street @Congress Street P L Source of In£or;natior, - Salem Water Departme�t Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Stcraqe Method: So1id Piled � Palletized � Rack M ( 1 Single Row O Conven. Pallet O Auto. Scorage O Encap. S R ( ) Double Row ( ) Slave Pallet ( ) 5o1id S}ieif ( ) Non T A ( ) Mult. Row ( ) Onen Shelf O C R K Flue Spacing C2earance:Storage to Ceili.ng � Longitndinal Transverse G E Horizontal Bazriers Provided: l Computer Programs by Hydratec Inc. Route 171 Windham N.H. USA 03087 � Water Supply Curve (C) � Methuen Fire Protection Page 2 NOTCH BREWING Date 1.25.16 City Water Supply: Demand: C1 -Static Pressure : 79 Dt -Elevation : 7.796 C2- Residual Pressure: 78 D2-System Ffow : 399.379 C2- Residual Flow : 1126 D2-System Pressure : 57.844 Hose (Adj City) Hose(Demand ) : 250 I D3-System Demand : 649.379 Safety Margm : 20.795 ' 150 140 ' 130 p 120 R 110 E 100 5 90 C1 C2 g 80 � 70 q 60 E 5� 3 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Methuen Fire Protection Page 3 NOTCH BREWING Date 1.25.16 Fitling Legend Abbrev. Name_ _ 7z �/a 1 lYa 1'k 2 2Ys 3 3�/z 4 5 6 8 10 12 14_._16 _ 78�20._ _24__ ' _'_— __'_'_ _'__ _� _'—__"' _"_ _'__—_..."'__—_ ' "'___ _�—_—_�_.`__-_. '__ . `___.—__ " I A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 ' B GenericButterftyValve 0 0 0 � 0 0 7 10 0 t2 9 70 12 19 2t 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Polter VSR fitling generates a Fixed Loss Based on Piow G GenericGateValve 0 0 0 0 0 1 7 7 1 2 2 3 4 5 6 7 B 10 77 13 T 90'Flow thru Tee 3 4 5 6 8 � 70 12 15 17 20 25 30 35 50 60 71 81 91 107 121 Units Summary Diameter Units Inches Length Units Feef Flow Uniis US Gallons per Minute Pressure Units Pounds per Square inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Methuen Fire Protection Page 4 � NOTCH BREWING Date 1.25.16 � SflPPLYANALYSIS Node at Stafic Residual Avafla6/e Source Pressure Pressare Ftow Pressure Totat Demand Required Pressure TEST 79.0 78 1126.0 78.639 649.38 57.844 NODE ANALYSIS P�essure Discharge Node Tag E/evation Node Type at Node at Node Notes 24 18.0 5.6 9.89 17.61 25 18.0 5.6 10.92 18.51 22 18.0 5.6 18.13 23.84 23 1 B.0 5.6 18.18 23.88 17 16.0 5.6 17.16 23.2 18 18.0 5.6 17.34 23.32 19 18.0 5.6 18.0 23.76 20 18.0 5.6 19.4 24.66 21 18.0 5.6 21.84 26.17 14 18.0 5.6 24.65 27.81 15 18.0 5.6 24.92 27.95 16 18.Q 5.6 25.79 28.44 1 18.0 5.6 8.59 16.42 2 18.0 5.6 9.5 17.26 3 18.0 13.25 4 18.0 1823 5 18.0 5.6 19.07 24.46 6 18.0 5.6 20.61 25.42 7 18.0 5.6 22.68 26.67 8 18.0 27.87 9 18.0 28.16 10 18.0 29.01 t 1 18.0 36.09 12 18.0 36.68 13 18.0 38.57 ENTR 0.0 53.34 ' HOSE 0.0 55.09 250.0 TEST 0.0 57.84 Computer Programs by Hydratec Inc. Route 171 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Methuen Fire Protection Page 5 � NOTCH BREWING Date 1.25.16 Node1 Elev7 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe """' Notes """ � Node2 Elev2 Fact Qt Act Eqv. Ln. Total PffFt Pf 'P-6 24 18.00 5.60 17.61 1 0.0 10.000 120 9.891 to 0.0 D.0 0.0 25 18.00 17.61 1.049 0.0 10.000 0.1029 1.029 Vel= 6.54 25 18.00 5.60 18.51 1 1 T 5.0 1.000 120 10.920 to 0.0 S.OQO 0.0 3 18.00 36.12 1.049 0.0 6.000 0.3883 2.330 Vel = 13.41 0.0 3 36.12 13.250 K Factor= 9.92 'P-9 22 18.00 5.60 23.84 2 0.0 10.500 120 18.128 to 0.0 0.0 0.0 23 15.00 23.84 2.157 0.0 10.500 0.0053 0.056 Vel = 2.09 23 18.00 5.60 23.88 2 0.0 2290 120 18.184 ta 0.0 0.0 0.0 4 15.00 4772 2J57 0.0 2.290 0.0197 0.045 Ve1= 4.19 0.0 4 47.72 18229 K Factor= 11.18 'P-12 - - - - 17 Y 8.00 5.60 23.20 1.5 0.0 10.500 120 17.163 to 0.0 0.0 0.0 18 18.00 232_ 1.682 0.0 10.500 0.0172 0.181 Vel = 3.35 _ 18 18.00 5.60 23.32 1.5 0.0 1 Q.500 120 17.344 to 0.0 0.0 0.0 19 18.00 46.52 1.fi82 0.0 10.500 0.0622 0.653 Ve1= 6.72 19 15.00 5.60 23.76 1.5 0.0 10.500 120 17.997 ` to 0.0 0.0 0.0 20 18.00 70.28 1.682 0.0 10.500 0.1335 1.402 Vel = 10.15 20 15.00 5.6D 24.66 t.5 0.0 10.500 120 19.399 to o.o o.o o.o 21 18.00 94.94 1.682 0.0 10.500 02329 2.445 Vel= 13.71 21 18.00 5.60 26.18 1.5 1 T 9.9 7.370 120 21.844 to 0.0 9.900 0.0 9 18.00 121.12 1.682 0.0 17270 0.3655 6.312 Vel = 17.49 0.0 - -- -- 9 121.12 28.156 K Factor= 22.83 'P-75 14 18.00 5.60 27.81 1.5 0.0 11.000 120 24.655 to 0.0 0.0 0.0 15 18.00 27.81 1.682 0.0 11.000 0.0240 0.264 Vel = 4.02 15 18.00 5.60 27.95 1.5 0.0 10.000 120 24.919 to 0.0 0.0 0.0 16 18.00 55.76 1.682 D.0 10.000 0.0870 0.870 VeI = 8.05 16 18.00 5.60 28.44 1.5 1 T 9.9 7.370 120 25.789 to 0.0 9.900 0.0 10 18.00 84.2 1.682 0.0 17.270 0.1865 3221 Vel = 12.16 Computer Programs by Hydratec Inc. Route t 11 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Methuen Fire Protection Page 6 NOTCH BREWING Date 1.25.16 Node7 Elevt K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe """` Notes """ ' Node2 EIev2 Fact Qt Act Eqv. Ln. Total PflFt Pf 0.0 10 84.20 29.010 K Factor= 15.63 'P-18 - -- 1 18.00 5.6D 16.42 1 0.0 10.000 120 8.594 to 0.0 0.0 0.0 2 18.00 16.42 1.049 0.0 10.000 0.0903 0.903 Vel= 6.10 2 18.00 5.60 17.25 1 1 E 2.0 9.000 120 ^ 9.497 to 0.0 2.000 0.0 3 18.00 33.67 1.049 D.0 11.000 0.3412 3.753 Vel= 12.50 3 18.00 36.12 1.25 1 T 6.0 8.410 120 13.250 � to 0.0 6.000 0.0 4 18.00 69.79 1.38 __ 0.0 14.410 0.3455 4.979 Vel = 14.97 4 18.00 47.72 2 0.0 8.200 120 18229 to 0.0 0.0 0.0 ' 5 15.00 117.51 2.157 0.0 8.200 OJ 029 0.844 Vel= 10.32 5 18.00 5.60 24.46 2 0.0 10.500 120 7 9.073 to 0.0 0.0 0.0 6 18.00 141.97 2.Y57 0.0 10.500 0.1460 1.533 Ve1= 12.46 6 18.00 5.60 25.42 2 0.0 10.500 120 20.606 to 0.0 0.0 0.0 7 18.00 167.39 2.157 0.0 10.500 0.1980 2.079 Vel= 14.70 7 18.00 5.60 26.67 2 1T 12.307 7.370 120 22.665 to 0.0 12.307 0.0 8 18.00 194.06 2.157 0.0 19.677 0.2603 5.122 VeI = 17.04 8 18.00 0.0 3 0.0 10.000 120 27.807 to 0.0 0.0 0.0 9 18.00 194.06 3.26 0.0 10.000 0.0349 0.349 Vel = 7.46 9 18.00 121.12 3 0.0 10.000 120 28.'156 to 0.0 0.0 0.0 10 18.00 315.1 S 3.26 0.0 10.000 0.0854 0.854 Vel= 12.11 10 18.00 84.20 3 0.0 53.500 720 29.010 to 0.0 0.0 0.0 11 18.00 399.38 3.26 0.0 53.500 0.1324 7.083 Vei = 15.35 11 18.00 0.0 3.5 0.0 6.700 120 36.093 to 0.0 0.0 0.0 12 18.00 399.38 3.548 0.0 6.700 0.0876 0.587 Vel = 12.96 12 18.00 0.0 4 1 T 20.0 20.000 1 ZO 36.680 to 0.0 20.000 0.0 13 18.00 399.38 4.026 0.0 40.000 0.0474 1.895 Vel = 10.07 13 18.00 0.0 6 6E 84.0 26.000 120 38.575 to i G 3.0 124.000 13.796 ' Fixed loss=6 ENTR 0 399.38 6.065 18 70.0 750.�00 0.0064 0.965 Vel = 4.44 t A 27.0 _ 1FsP OA- --- -_--.----- ENTR 0 0.0 6 1 E 20.084 275.000 140 53.336 to 2T 86.075114.766 0.0 HOSE 0 399.38 6.16 2G 8.607 389.766 0.0045 1.750 Vel = 4.30 Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 0308� � Final Calculations - Hazen-Williams - 2007 Methuen Fire Protection Page 7 NOTCH BREWING Date 1.25.16 Nodet Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ""'"" Notes *`"•" Node2 Elev2 Faci Qt Act Eqv. Ln. Total Pf/Ft Pf HOSE 0 H250.00 250.00 6 0.0 250.000 140 55.086 to 0.0 0.0 0.0 TEST 0 649.38 6.16 0.0 250.000 0.0110 2.758 Vel = 6.99 0.0 - ---- TEST 649.38 57.844 K Factor= 85.38 Compu[er Piograms by Hydratec Inc. Route 111 Windham N.H. USA 03087 . r�'..., v . :� y.. ��' �� 1 0 ''�ii��ti �°" ' � "� � � -W� �. 4• �ro�w+'.� . �C�l.�:tlli:lt 1? .�.f rG. 1'C'c'it�CC�El V k7 "�P=':.--- K 1 . G{+�.I H(�F �f w` � �b9FN/C�s n �� 0 q y c, °� p �op4J6�n�OfJ _�f C� 'F_RF �ti� ..r.: L ' G •.:;. Yi � �Ueihuc:ri Fire Prp�ectior! . One �1attys Way Dracut. �UTA O1 Ei2t3 97E3.957.1958 .o,,,,,�.,..�.�.�.,...m...,�.�..�...,.A...,.er. -- -—..,...� . ,;ob PJzme : �ICII"CH F3R 'L'WINU Buiidinc� : 2Fi3 f3ear C>t�:rby Street Location : Salom. Massachu.iseits System C�ntract Data File : I�IotcYd-3rv:.W;(1 .�.,�,.......�.,..��...��.�,,,o,�....�.d.....�..,...�.a«...,.�,.w„� . . Cornputr�r Prpgrains by Hydrater.Inc. lioute 1 rl 4Vindham IV.FI. U:iA U30B� Methuen Fire Protection Page 1 ' NOTCH BREWING Date 1.25.16 Hvdraulic Desinn inf:ormati.or Sheet. �i,-::nc. -. iictrR 3r.e�di.ng Date -� 1 .25.1'0 :OCdLl.0i1 - $3l.cYi. I4J.SSdCF11.15E)::�.'; ?.',l.li,iCtinc - i%i3 i�nar DeT_i?V .`iic,^e,e,c Sv�t:ert� ;yo. ._ Cnr.t�e-ca�cor _ f<.et:tna^^, L_._.. .7:ro�2cCi.on Cont.r.ar,C No. - ' Q.l�c.:,!.rtl_3.1 .'_ ' 1.; U.:�. f" _ .. _'C'Cf.r:C�_].f,l: D1CiiWli-[tiJ tv'O. L�F.'—i ConSi:._-t:cCi.pn: (;<) Cor.��b°ast::i��l.e f ) Alo�:--Cpmb�asPLi.ble Cc::7..ir+q HeiqltC - J9�_0�� r.cv .,_:% Lo;�r Hasarct !?ac,.ory I�dusc�ial. & A�-:? i��ccrnbly Occ�,:;�: ._ . .. (Y.) :VFPA 1 ( ) it. �az. ord.Ilaa..Go. ( ) _ (x) ' ( 1 > ( ) iCr..Fiuz. . .. O NI'pr. :.'31 O VFPi? 23iC ( 1 F:gur.c Curce .. 0�..,=.. 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Ro�.; l 1 ppen She1E , � 'J �. . .._._. . . __ ._.__. __.__._ .._ ____._._... .._._____._________ R K e'uc Spac� �q Gi..arnnc .Sroraqe Ce Ci i1 ;_nc � .. i.:cnait.��;d:;.na.t T_r:,nsverse, �' __.. ___ . _ ___— .. . __ . . ._.__. . __._____ ._ _..___... .-___.._.. ___.__. � !:: �i�r__ontaL f3ar_-iers Proviu,ci. Computer Programs by Hydra[ec Inc. Route 171 Windham N.H. USA 03087 Water Supply Curve (C) � ytath.�ie.r. ri.ra Protgr_.ti�n PagB Z NOTCNBREWING Date 1.25.?6 City Water Suppfy: Demand: Ct - Static Pressure : 79 D1 - Elevation 7J96 C2 Residual Pressure: 78 D2- Sysiem Flow 399.379 I C2- flesiduai Flow : 7126 D2-System Pressure : 57.844 Hose (Adj �iry) _ Hose(Demand) 250 D3 -System Demand : 649.379 Safety�Rargin : 20795 150 I i 140 � ' ! � ?30 � i � � � I p 120 � R 110 � E 100 S 90 � C� f C2 S 80 � I � 70 R 60 E 50 3 40 I 30 i 20 10 j � D1 200 4t�0 6_OC 800 1QOG 120C 1400 ?000 18�0 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Route ??t . W indham N.H. USA 03087 Fittir:gs Used Summary �v c`�iUuil �iic �ivfcCilO i �BUt J . NOTCH BREWING Date ?.25.i6 Fittir,g Legend Abbrev. Name '/:� '! 1 1'/.� 154 2 254 3 3'ia 4 5 6 ° 10 12 74 16 78 20 24 A Gener.c Alarm Valve 0 0 0 0 9 0 i.7 21 S 0 17 17 "c7 29 D C 0 0 0 0 B Gereric Burerf'ry Vaive 0 0 0 0 0 0 7 :0 0 72 ° 10 12 19 21 0 0 0 0 0 E 90'St2ndard Elbcw 2 2 2 3 4 5 6 7 8 10 12 14 t g 22 27 35 40 45 50 61 Fsp Flow Switch PoHer VSR Fitting generates a Fixed Loss BascV or.Flow G Generic Gate VaNe 0 0 0 0 0 1 1 i ' 2 2 3 4 5 6 7 8 10 ll 13 T 90'P!owihruTee 3 4 S o 8 1C i2 i5 17 20 25 30 35 50 EO 7� 8! 97 i01 121 Units Summary Diameter Units Inches Leng?h Uniis �eei Flow Ur.its US Ga(Vons per Minute Pressure Units Pounds per Square Inch Cmnputer Programs by Hydratec Inc. Route t?1 Windham N.H. USA 03087 • Flaw Summary - NFPA 2007 Mel:huen Fire Protection Page ',4 ' NOTCH f313EWING Date '1.25.16 5UPPL Y ANAL YS/S � Nade at Statrc Re�idual Avaifable Source Pressure Pressure Flow Pressure Tota(Demand Required Pressure . TE:ST 79.0 78 1126.0 78.639 649.38 57.844 NODE AlVAL YSIS Pre!ssure Discharge Node 7'ag Elevation Node Type at Node at Node Notes �24 18.0 5.6 9.89 17.61 25 18.0 5.6 10.92 18.51 22 I8.0 5.6 18.13 ?_3.84 23 18.0 5.6 18.18 23.88 t; 18.0 5.G 17.16 23.2 18 18.0 5.6 17.34 23.32 19 18.0 S.Fi 18.0 23.76 20 18.0 5.6 19.4 24.66 21 �I8.0 5.6 21.E14 26.17 14� 18A ti.6 24.65 27.81 � 15 18.0 5.6 ?_4.92 27.95 16 18.0 5.6 7_579 28.44 1 18.0 5.6 8.59 16.42 2 18.0 5.6 9.5 17.26 3 18.0 13.25 4 18.0 1823 S 18.0 !i.6 19.07 24.46 6 18.0 !i.6 20.61 25.42 7 18.0 5.6 ?_2.68 26.67 8 18�.0 ?_7.81 9 't 8.0 28.16 � 10 1 B.0 29.01 it 10.0 36.09 12 i8.6 36.G8 13 18.0 38.57 EN'CR 0.0 53.34 fiOSE OA 55.09 250.0 TEST OA 57.84 � Computor Proyrams by Hydratec Inc. Route 111 Windham N.I-I. USA 03087 ; f"inal Calculations - Hazen-Williams - 2007 �Aethuen Fire Protection Page .5 . PJOTCH BREWING Date 1.25.16 � o�� Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt 10 or Ftng', Pe «'"•'"" Notes '•""•" Node2 Elev2 Pact �t Act Eqv. Ln. Total Pf/Ft Pf . ,P..g � ...____ .... . ._-----. -- __._.___ _._.. ____ _ . ___.--- --...._._._ .__----- ----..__ ___._...._ _..__..._ ._ -- - ...___.. ?_4 18.00 5.60 77.61 1 0.0 10.000 120 9.891 t� 00 OA 0.0 25 18 00 17.61 1.049 0 0 10.000 0.1029 1 A2�J Vel _ G.54' __ _ _-___ _ ---- _---_ ---- _..__-- --- -- - ---- --._.... ___._.._ _ ..--- -_. 25 18.00 5.60 18.51 1 1 T 5.0 1.000 120 10.9?_0 1O 0.0 5.000 O.D 3 18 00 36.12 1.049 D 0 6 000 0.3883 2.330 Vel = 13.41 _..._--- __. . - -- . _ ---- - __-- -- _--- _---- --....__ ---- ---- - 0.0 ------- ----- 3 -----.-- 36•12 13.250 K Factor= 9.92 _....._ ___- - _ __.._ __._ _____ ____ ___ . __._... ----- -- ----- ___ __ .---. - .p_g - -..__ _..- -....._ _ _. .----- - ---- --__ .- _._...__ . _..--.__._ ---__._.. _.____. . ___. __ ___ . _ ___ . _ ?2 18 00 5.60 23.84 2 0 0 1 D 500 120 18.i 28 iO 0.0 0.0 0.0 23 18 00 23.84 2.157 0.0 10.500 0.0053 0.056 Vel = 2.09 - __-- __ ..._ --..__ . .. - -- __-- _ _. . . ---___ __ _- - --__.. _.._ _ _ <?3 18.00 :i.60 23.88 2 0.0 2.290 120 18.184 ��' 0.0 0.0 b.p �t 1A 00 47.72 2.1,7 0 0 2_290 0.0797 0.045 Vel= 4.19� - -__ -- __- ____ _ - -- ---- _ __. __ ------- ------ - ----- ----- ---- _ 0.0 n __ . . . 47.72 _. ._..___18.229_,__KFactor 11.18 ._ -- --� - - - ----- --- .._ ___ . .. __.._ . ___ _. � - --___ . . .. _-- _. ,p_�Z -- - ---- __ _ --- - __. __..._ _.._ _. __ .._ ___ _ - _._..___ ----- -_ _ - ---__ . .__._--. _ ___.._._ ._ 17 18.00 5.60 23.20 I.5 0.0 10.500 120 77.163 iO 0.0 0.0 0.0 18 18.OU 23.2 1.682 0.0 10.500 0.0172 0.181 Vel = 3.35 -_ ._...__ _ ._.__ __--_ . -- . . _..__._ _ _.. _--.-.. --- __---- ---- - - -._ ._.... . _ ---._.. 18 18.00 5.6Q 23.32 1.5 0.0 10.500 120 17.344 to 0.0 0.0 0.0 79 78.00 46.52 1.682 0.0 10.500 0.0622 0.653 Vel = 6.72 - ..._ _-- -- _-__ ---_ _ ____ .. _ -- - ----- ---_ __ _.__..____ _ __..__ __.___-- _.____.___.._ _-- 19 18.00 5.60 23.76 1.5 0.0 10.500 120 17.997 1O 0.0 0.0 0.0 20 18.00 , 70.28 1.682 0.0 10.500 0.1335 1.402 Vel = 10.15 --- --_._...._ ___ __...__. _ . .. __�__ _.. .---.._._. .---- --�------ .__.____... __---.__ . .-----_. :._-- -- 2D 18.00 5.6D 24.66 1.5 0.0 10.500 120 19.399 <<� 0 0 0.0 0.0 21 18 00 94.94 1.682 ,_ 0 0 10.5D0 0.2329 2.445 Vel = 13.%1 _ _ -_.._._- - ---- --- -.._ ___ --_._ . _----�- --____. . _ --- -... ------. ___--.._____ .._---._.__.__.. _ .._. _ ._ .. ?I 18.00 5.60 26.18 1.5 1T 9.9 7.370 12U 21844 �O 0.0 9.900 0.0 9 7 8 00 121.12 1.682 0 0 17.270 0.3655 6.312 Vel = 17.49 , _- _ __ -- -- - -- --_ _ --- _____. ---- . _.._---___--- 0.0 _y _.-_ 121.12 _--_._28156 KFactor= 22.83 __ - -__ __ ___ _- . _ , .F�_�5 ___- --- - _- - --- --- _ - -- __ __ __._ -.._.__ _... -- - _ _ - __--- - _.. ._.. _ _..--._... - _._.. -- 1�1 18.00 5.60 2%.81 1.S 0.0 11.000 120 24.655 tO 0.0 0.0 O.0 1:i 18.00 27.81 1.682 0.0 11.000 O.D240 0.264 Vel = 4.02 ._ .. ----- --- - ---- __ _ _ ---- . . ---- ----- - -. _ --- _ __ _ 1'.> 1800 5.60 27.95 7,5 0.0 10.000 120 24.919 to 0.0 0.0 0.0 1 f 18 00.. ._ 55.76 1.662 0 0 10.000 0.0870 0.870 Vel = 8.05 _ - -- _..._- ,. --..._ ----- --- - _ --- - - __-- __ ______ ___ _ _. _.__.. . 16 18.00 5.60 28.44 1.5 1 r 9 9 7.370 120 25 789 �� 0.0 9.900 0.0 1 Ci 18.00 84.2 1.682 0.0 17.270 0.1865 3.?_21 Vel = 12.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams - 2007 Methu-r.n Fire Protection Page 6 • NOTCH E3RFWING Date 1.25.16 �, IVode1 Elevi K Qa Nom Fittinq Pipe CFac[ Pt lo or Ftng's Pe """`" Notes """ , fdode2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf _ . _ _.. --- - ---... . -- --- - --_ ------ --- -- ----- ------ ---___ ,.------_ --- OA � '�0 84.20 29.010 KFactor 15.63 _ ... -- - __ .._._ __ _ -- -- -- - - -- _ _ __ .___ _.. _ .. __ _ _.. .. 'p..18 I _ _ ___ __ - -- -- - - - ,. -...... .. .....-- --- __ 18.00 5.60 16.42 1 0.0 10.000 1?0 8.594 �'I �0 0 0 0.0 0.0 f. _ _ 18 00 16.42 1.049 0 0 10.000 0 09D3 0.903 Vel 6.10 _..... -- _..__----._._ _ --- -- --- -- ---- -- -- - - -- - - ---._ .. _ 2 18 00 5.60 17.25 1 1 G 2.0 9.000 120 9.497 to 0.0 2.000 OA 3 18.00 33.67 1.049 0.0 11.000 0.3412 3.753 Vel = 12.50 - - - _ -_ __ - --- _. _.__._ ---- _.._ ____ _____- - ___- � � 18.00 j6.12 1.25 1T 6.0 8.410 120 13.250 to 0.0 6.000 0.0 4 18.00 69J9 7.38 0.0 14.410 0.3A55 4.979 Vel = 14.97 _ __ --- ----- _ __ _ _ _._. ._.. - --- - _ _ _ _ __ __.._. _--- -- - - -- --- - A 1II.00 47.72 2 0.0 8.200 120 18.229 to 0.0 0.0 0.0 5 18,00 117.51 2.157 0.0 8.200 0.1029 0.844 Vel = 10.32 _.. __ _ ____.. . .___-- -- -- -- _- - ---- - --- -_._ ._ _ _-- _ _ _-- _ ...__ .._ ._ ._- 5 18.00 5.60 24.46 2 0.0 10.500 120 7 9.073 to 0.0 0.0 0.0 6 18.00 141.97 2.157 0.0 10.500 0.1460 1.533 Vel = 12.46 _ _ _ ___.. _ _. ___ __ _ __ . .__.. _.. --_ ---___ _._.._._-- . ..__. _. ---- . _-._ ---- -- 6 18 00 5.60 25.42 ?_ 0.0 10.500 120 20.606 �0 0.0 0.0 0.0 , 7_ . . 18.00 167.39 2.157 0 0 10.500 0.1980 2.079 Vel = 14J0 __ .. ------.. . . . _..--- - --- -�--------_. _ . ..---------- ._._.-_.------ --- -------. _.._..- --- ---�--- 7 18.00 5.60 26.67 2 1 T 12 307 7.370 120 22.685 �� 0.0 12.307 0.0 8 18.00 194.06 2.157 0.0 19.fi77 0.2603 5.122 Vel - 17.04 - --- - - --- ...-- ___ __ __.._ __ __ _---- _ .___ ___ __ . -- - _ ._ _ 8 18 00 0.0 3 0.0 10.000 120 27.807 to 0.0 0.0 0.0 9 18.00 194.06 3.26 0.0 10.000 0.0349 0.349 Vel = 7.46 _ ._ . . _ ___-... . ------ . . .._--- ._--____ _ . ------ --------_ ____ .. ____._.._ . ------- � ----- --_ ....._ . 9 18 00 121.12 3 0 0 10.000 120 28.156 to 0.0 0.0 0.0 10 18.00 315.18 3.26 0.0 10.000 0.0854 0.854 Vel = 12.11 ��. . . . . . --- - --- - ------. . ..____. _ ___._.._ .__ -_-- -- � ------ .. .._..--- _---�---- - ----- ---___._ ......---- 10 18.00 84.20 3 0 0 53.500 120 29.010 to 0.0 0.0 0.0 11 18.00 399.38 3.26 0.0 53.500 0.1324 7.083 Vel = 15.35 __. _ _ _. _.._._ - -- ____ .._.____ _ - - ----- __-- -- ____ _--__ ___ _ - - _ _ 1 ! 1 S.OQ 0.0 3.5 0.0 6.700 120 36 093 �a 0.0 0.0 0.0 1 f? 18 00 399.38 3.548 0 0 6J00 0.0876 0.587 VPI - 12.96 ___ ___ -- - - - -- __- ---- __ -- -_ -- __ ____. ._.._--- 1'l. � 7800 0.0 4 iT 200 20.000 i20 3fi.6S0 to 0.0 20.000 0.0 13 18.00 399.38 4.026 0.0 40.000 0.0474 1.895 Vel = 10.07 ' _ _ __ - - - -_ - _. .. . _ ____ _----- ---- - ---- - ----- -----___ _ __ --- - 13 tfl.00 0.0 6 6E 84.0 26.000 120 38.575 to 1 G 3.0 124.000 13.796 ' Fixed loss =�6 ENTR 0 399.38 6.065 1 B 10.0 150.000 0.0064 0.965 Vel - 4.44 1 A 27.0 - - _ - - - 1FsP_--OA_-- _ . ... _ _ _-------. __ ---- - _ _ ._ -- _ _ _, -. ....._ _ . _ ENTR 0 0.0 6 t E 20 084 275.000 140 53.336 !0 2'T 86.075 114J66 0.0 HOSG 0 399.38 6.16 2G 8.607 3&9.766 0.0045 1.750 Vel = 4.30 Computer Programs by Hydratec 6ic. Route 711 Windham N.H. USA 03087 °� Fina� Calculations - Hazen-Williams - 2007 ^ Methuen Fire Protection Page 7 NOTCH BREWING Date 1.25.16 Node1 Elev1 K Qa Nom Fittiny Pipe CFact Pt ta or Ftng's Pe """"" Notes """ Node2 E�ev2 Fact Qt Act Eqv. Ln. Totai Pf/Ft Pf _._....._ ---- ----- --- _. ---_ __-- ---- --...._ -- __--- ------ - — __ __...... MOS[ 0 H250.00 250.00 6 0.0 250.000 740 55:086 ro 0.0 0.0 0.0 TEST 0 649.38 6.16 0.0 250.000 0.0110 ?_.758 Vel = 6.99 ----.. . -_ 0.0 — _ .. ___.__ . __ -__ -__ —_ --- 7EST 649.38 57.844 KFactor= 85.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � �26I61VIethuen Fae Protection . . 17ris Engiveeted Fne Protec4mt PL�n.and aIl . . . otl�crnssode4Aieporiqplans,speci5cations, � . . � - - .computerfles,Lelddata,�ro4sando4tt � . ' documenb md'mstnmenb pr�cd by MetLuen Fire Proteclion as insNmimLs of � � , . � � saviccshallicmainll�inopatyofMclhum ' ' . . " ' Fue Protection. 1Lty may nmbe used or � . . rcpinduCcd whhout expas5cd xtil�cu . cm�sentofMefLuenF¢ePro7a,�lioa I McQmrn Fuc Prolccfion shalf mtam ell co�on7aw.sCUWnryandotLerteserved � righls,mcludmgihecoPYnBMPocicto. , 3'-�e fC " B C D E 8'-4" 4'-11" 70�-0" 5�-0" 5'-0' ]0'-0` 5'-0" 5'-0' 10'-0' S-0" 5'-11J¢" 9�-6� 4'-6�" � � _ _ 1 I 1 A �.+;s.r..,_ . �,i,,.� .. ' ' ' ' _ ..._ � _ �' ' ' � ,. , � . .' �' .'.:, r ",'`' o"i `., .,. w �*�`� `. �.-..> , - — � ' u V f . . � o i o .o'." :' .� o ^o o °�i'�° � r � w<�o I��. - . Ot T°V 24 _',Rown : . �; Q,' 3 � ' `^ � �. ' rti d ' io`,i .� �V�/ Room w u C7 [x� s }�;� >« � oz fPw .. �' >,�' � � �Ei i1 i�� /�/� �. .n �-.e m � � ' .�.'m � m �o u _�1 '�..,ii U' � �'�i'.��,. O � �{ Q� 0 0 � o = o — o CV �' � � �. c zv� � � ��w�� 4 E ppp � . � � g Si tion (�� r C9 F � �<�[ �-�; � �� V� � � -�- � � `� io it � '� c �c �+. � � �� ci p � �� i '7 �� ` �_ � � � ' � � F `' "' �7�-- 4 �� ' �� 5..� �� f3 L^ 1 C t: . - O � " � " - .� arJ �; � _ �� Q I� • �� Y ' � ,n �. ,� —_— C � o ;O G�1 u� , � °� � � �1 r1 , .p 3 idw o � ..y ..� �,I N �:c� �:: �� 'i . 1 O^^ j 1 --�,.- _ _ � cJ Ci (� W a.�.c�.'< � A' I '- �� ' � � - -- - . - v � � a= 1 �� O � . � � —_ � 5 ]9 '_i —� ' �/�� s � 11/ . ry 1 .� � � k� � � I riO�d � HYDRAULIC CALCULATfON AREA: FACTORY F-2 (BREWERY) OCCUPANCY � - - - -- - — — - -- -- ---_ _ _ - ORDINARY HAZARD GROUIP II � �� 0.30 i�ll/SQ. R. OYER �,500 5a. PT. � � � F� ' � � rew ouse w/zso cr� oursroE HosE sr�Enu , , � o . , , � ;� TOTAL DflAAND: 644.4 GPM 05T.8 P51 -- � � � � TOTAL PRESSURE CUSHION: 20.� P51 - -- - --- --- --- --_ ___. _..------- --- f -- ---- --- — - - - - — _.__..___ - 9oler ^ � � R� . oom , `�� ExiSnNG 6" BACKFLOW � i � - — o r o o INSTALL NEW 3' ZONE CONTROL �/-PREVENTOR & ALARM VALVE x ' VALVE ASSEMBLY W/1�y' .oi ', � 1 ^ ^ , � ' , T T ' ' t� INSPECTOR�S TEST & DRAIN PIPED � � � _ _._ __...___ _ __r _�_ --- _ -.. THROUGH TO OIITSIDE ` `Z � os �� - - it A . . - -- -- - - -- . .: _ _. . .. _ .__. _. . . - - - -- . � ��.. 3 3 3 . .--- - 3 ...._ _. ..... _ _._. .. --- -3--- . 3. _- --- 4311-� - � 12 � 4� m= 13 4 � z y��$ i . _��"_��_--� � O o¢v I —+-- w : � � . . I � N � N �N N � N ' N � N N �f�^ � � O V��/� O I t M � n ^ 17 Ih M � L'.V ' Y� � `� . � � I J x j -- b _ - _._ T �oNWOB `T _ ,, , j � . ..,... , . � . y a, �. , � �,. } '�r =,t j . ' .�i — '•�..,r � +i. .`' , t ° .a� `Z f', . .r . . . . _ ' _ = n — _ _ _ _ •_.__ ...__ ._._ _ . � F�.+,. „� .�a,. � r z - . , :�:� . � . . _" � I Y ml ; � EX�SIING 6" FP � _ _ + :.:: ch�-SERYICE ENTRANCE. , . NEW PLAN ; sc�: ��s^=��-o° � STEEL STRUCTURE WOOD STRUCTURE �,;, � E..� � HANGER 6ETAIL HANGER DETAIL � � � w STEE� TRUSS W000 J�IST � � � j OR BAR JOIST THRU BOLT ' �DRNE SCRE3N5 � GALVANIZED I BAND HANGER ----3/8" THREAbEQ ROD � � I RETN�NING 3/8'� THRFADED ROD � � STRAP GALVANIZED GALV;4NIZED ..� W � BAND HANGER BAND HANGER � � � SPRINKLER PIPE _ SPRINKLER PIPE � � � NOTE: ��' � ) V ^ � ALL MAINS TO HANG FROM 79P ViANGER SPAC�NG AND LOCATION TO CHORD. HANGER & TRAPEZE �OMPLY WITH MFPA-13. TRAPQE t"� �{ w HANGER SPACING AND LOCATIONS MANGERS TO COMPLY WITH NFPA t3. 7'0 COMPLY WITH NFPA-13. O M � �N _ �o�OW PREVEMER SP�ZIl�TKLER NOTES � N � � MS DP - DRY PENDENT � � HANGER DETA�ILS >> �M o��N �R��: o DPR - DRY PIPE RISER BASED ON ORDINARY.HAZARD GROUP 11 OCCUPANCY AND HYDRAUUCAILY CALCUUITED TO PROVIDE MINIAMUM DENSfTY OF p�"„ � DR - DRAIN 0.20 GPMjSQ. fT. OVER THE MOST REMOTE 1,500 SQ. Ff. AREA WITH 250 GPM RESERVED FOR HOSE 'STREAMS. j DWG - DRAWING ' ELEC - fLECTRICAL 2) METHODS OF HANGING P1PES, HFJ�DERS AND BRANCHES SHALL BE IN ACCORDANCE WfTH NFPA-13. i F - FAHRENHEIT 3) ALL NEW SPRINKLER PIPING SHALL BE HYDROSTATICAICY tESTED AT 200 PSI FOR 2 HOURS. A COPY OF T3TiE HYDROSTATIC ' Z � FD - FIRE DEPARTMENT I i TEST CERTIFlCATE SHALL BE fORWARDED TO THE OWNER OR OWNER'S REPRESENTATIVE AFTER iNSTAl1ATI0�v� IS COMPLEfE. ' WATER FLOW TEST O �� FDC - FlRE DEPARTMFM CONNECTION °� ' FPC - FlRE PROTECTION CONTRACTOR 4) ALL SPRINKLER WORK SHALL BE IN CONFORMANCE WITH NFPA-i3 "STANDARD FOR INSTALLATION OF SPRINIKLER SYP,TEMS' STATIC: 79 si. H � ' RESSURE GAUGE RESIDUAL: 78 si. gUi7ERFLy yq�yE GPM - GALLONS PER MINUTE (2013 fDITION), MASS. STATE 6UILDfNG CODE (8TH fDf110N), SALEM FlRE DEPT., AND THE OWNER'S INSURANCIE COMPANY. � W ! ' FLOW SWfTCH PLOW: 1,126 pm. � l o-.7 i WJTAMPER SWfTCH N - NEW SFRINKLER HFAD LOCATION QUICK RESPONSE UPRIGHT SPRINKLER UATE i2t.t6 V ¢ 5) MATERIALS: U NTS - NOT 70 $CALE_ A) ALL PIPING 7�,4" dt SMALLER SHALL BE SCHEDULE 40 BLACK STEEL P�PING WITH THREADED CAST IRON FfffINGS. O - HEAD, K-FACTOR: 5.6, 34" ORIFIGE, TIME; 10:00 pm W � 155'F (200'F IF UNINSULATED ROOF� BY: Salem Wuter p odment ' SPR - SPRINKLER RISER B} ALL PIPING LARGER THAN 1 Y4" SHALL BE SCHEDULE 10 BLACK S1EEL PIPING W(TH GROOVED T(PE f1TT1NG5 AND j LOCATION: Oerb � — TO SPRINKLER SYSTEM y Street �Congress li SUPPLY-- �p _ -�yp��p� MECHANICAL COUPLINGS. � ^ U.G. - UNDERGROUND QUICK RESPONSE RECESSED nI N ;i _ 6) ALL HANGERS, VALWE5, PITTINGS, & EQUIPMENT USEO SHAIL BE UL/FM APPROVED FOR FlRE PROTECTION. �� yy� yym.{ • - PENDENT SPRiNKLER HEAD, f 1 � TEST & DRAIN ASSEAABLY K-FACTOR: 5.6, )4" OI2IFlCE, 155F NOTE: o ZCVA - ZONE CONTROL VALVE ASSEMBLY 7) WORK SHALL BE CAORDINA7ED WfTH ALL OTHER TRADES, � >- I 3" ZCVA W/3" FLOW SN9TCH - �_____� _ I & 1Sf" TESf & DRAIN EXISTING SPRINKLER PIPING � - NEW SPRINKLER PIPING 8} ALL EOUfPMENT SHALL 8E APPROVED BY OWNER�S INSUR4NCE COFIPANY. Z J caNn�Ecr ro �snrvc Quic�c ResPONse oRr PENo�n,-r SCOPE OF SPRINKLER 'WORK �� ? � � 9) CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVlAL OF THE O - SPRINKLER HEAD, k-FACTOR: 5_6, Ya' p��$nNG SPRINKLERS TO REMAIN AS tNSTALLED: 0 W H h"'1 TO DRAIN ORIFICE, 755F ...� ¢ � - REMOVE EXISTING �T � /� � MS ARCHRECT. IXISi1NG SPRINKLERS TO BE ENTiRELY RtEMOVED: 0 „E".� h�"1 !�'�1 EXISi1NG SPRINKLERS TO BE ftELOCATED OR FRE-USED: 0 �` A I 70) THE OWNER SHALL 6E RESP�NSIBIE FOR MAINTA�NING WEf SPRINKLER SYSTEM ABOVE fREEZING. ' ZONE CONTROL ASSElV�LY DETAIL (ZCVA) SYMBOLS & ABBREVIATIO��S SPRINKLER LEGEND �ur�e� oF NEw sPRi�v�s Ta eE P�zovioEo: ss '�, 11) SEISMIC EARTHQUAKE BRACING IS NOT REQUIRED BECAUSE BUILDING IS SEISMIC CATEGORY B PER 780CMR. HEADS A1 SfART OF,108: 0 tIEAOS UPOM COMPLEII(ON OF Jp& 63 DRAWING N�. i '; I � FP- 1 � ; � � _. _ _ __ __. __ ___ _ _____ _ _ _ _ _ � . � � � �- _ -� City of Salem Sign Permit Application Worksheet ' � r 4 18-May-16 Notch Brewing 141b ,)t1Pt t-3 A 21 283R DerbyStreet Zoning(res/non-res) B5 Entrance Corridor(YIN) N Lot frontage n/a feet Building or tenant frontage 80 feet �Y #of businesses on site 1 Elting dial from street center <100 feel Multiplier 1.75 Ounfollng and BladeSi ////��rrrri� maximum area permitted 140.00 sq ft 0j total proposed sign area 81.19 sq ft sign 1 length 91.00 inches height 36.00 inches sign 2 length 137.00 inches height 18.00 inches sign 3 length 18.00 inches height 18.00 inches sign 4 length 130.50 inches height 18.00 inches sign 5 length 91.00 inches hei ht 36.00 inches maximum area permitted 32.60 sq ft(per side) maximum#of signs permitted 1 signs maximum height permitted 12.50 fttallyz. sign 1 proposed sign area 0.00 sq ft .. length 0.00 inches height 0.00 inches proposed sign height 0.00 It sign 2 proposed sign area 0.00 sq ft length 0.00 inches - height 0.00 inches proposed sign height 0.00 ft sign 3 proposed sign area 0.00 sq ft length 0.00 inches height 0.00 inches proposed sign height 0.00 ft proposed sign area 0 sq It length 0 inches height 0 inches Application meets guidelines set forth In the Salem Sign Ordinance yes p Recommend approval yes t. DRB/SRA approved. mgl �rp [O i3GSf �fZCSSE� St cmNS b � l� Permit Numbert APPLICATION FOR PERMIT TO ERECT A SIGN NOTE:BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN IS ERECTED Location, Ownership and Detail Must Be Correct, Complete, and Legible Salem, Massachusetts ate To the Building Inspector: The undersigned hereby applies for a permit to k Erect, o Alter, ❑Repair a sign on the following described buildings: Street Address Zoning District ❑ Urban Renewal Area ❑ Entrance Corridor J ❑Historic District ❑ None • Scs�'Ca 2 Use of Building ".( Telephone ^ � 1 floor--)-,� • o � 2 floor Address Z 2 �. S C V floor Telephone il 3A 4 floor E-mail How many businesses are in the building? If a corporate body, name Frontage of responsible officer Building (06 �`-y,gst, y� linear feet Co strlxtion St#s License No N A Applicant's Space(If multi-te nt linear feet Address � � \ Property linear feet TelephonePermit to E-mail \iI FD Sign Owner o Sign Erector o Other. Proposed Signs (If more than thice signs a�e pioposed a;tadi additional sheets) Si n 1 tier-.,.+•�t� �0 K uS(I n 2 Sign 3 K'•S Surface urface p�Surface ❑Right Angle to Building o Right Angle to Building ❑Right Angle to Building ❑ Free Standing ❑ Free Standing ❑Free Standing _ ❑Awning ❑Awning ❑Awning ❑Portable(A-Frame) ❑ Portable(A-Frame) ❑Portable(A-Frame) ❑Other(specify) ❑Other(specify) ❑Other(specify) Sign Materials —�A\N'T' Sign Materials Sign Mater1'�Is {'A.rrT ♦ �\ Sign Dimensions Sign Dimensioni Sign Dimensions 500- A G E C1--, fF rKPc�t a Sign Area Sign Area // Sign Area �. s ft • l^' s ft ft Sign Height(if free standing) Sign Height(if free standing) Sign Height(if free standing) Estimated Cost of Net Work $ 53�� Existing Signs Type Sign Area d To Be Removed? Sign Owner Surface �O sq ft ^Xes ❑no ❑ Right Angle to Building sq ft ❑yes ❑no ❑Free Standing sq ft ❑yes ❑no Sign Owners Authorized Representative o Awning sq ft ❑yes ❑no o Other(specify) sq It ❑yes ❑no tfi�61AV� Property Owner Imernal Review P ning&Community Development Deparhnent Historical Commission Approval Building Inspector oe/2aio.. Commonwealth of Massachusetts Citv of" Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745.9595 x5641 Return card to Building Division for Certificate of Occupancy NJ Permit B-16-626 PERMIT TO BUILD FEE PAID:: $0$0.00 DATE ISSUED: 16/ 6/2016 This certifies that BEST DRESSED SIGNS has permission to erect, alter, or demolish a building--.283 DERBY..STREET_ Map/Lot: 340439.0 as follows: Signs SIGN PERMIT AS APPROVED FOR: NOTCH BREWING @ 283R DERBY ST Contractor Name: _ DBA: y l r Contractor License No: 6/16/2016 Building Official Date t This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request.All work authorized by this permit shall conform to the approved appicatlon and the�approved'construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. _ This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for pubic inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until alf applicable signishlres by the Building and Fire Oficiels-ere provided on this'permit. HIC#: 'Persons contracting withunregisterad contractors do not have access to the guaranty fund-(as set forth In MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. City of Salem Sign Permit Application Worksheet `t :4 ��ita"M 18-May-16 Grace and Diggs 1 4 A 8: 24 New Derby Street,Unit 4 101b 0 Zoning(res/non-res) B5 Entrance Corridor(Y/N) N Lot frontage We feet IJ Building or tenant frontage 60 feet #of businesses on site 1 Biting list from street center <100 feet Multiplier 1 BWtdln. and Blade ftna v maximum area permitted 60.00msq ft 1 total proposed sign area 0.00 sq ft sign 1 length 0.00 inches height 0.00 inches sign 2 length 0.00 inches height 0.00 inches sign 3 length 0.00 inches height 0.00 inches sign 4 length 0.00 inches height 0.00 inches sign 5 length 0.00 inches height 0.00 inches maximum area permitted 32.50 sq ft(per side) maximum#of signs permitted 1 signs maximum height permitted 12.50 ft tall sign 1 proposed sign area 8.17 sq It length 42.00 inches height 28.00 inches proposed sign height 0.00 ft sign 2 proposed sign area 0.00 sq ft length 0.00 inches height 0.00 inches proposed sign height 0.00 ft sign 3 proposed sign area 0.00 sq ft length 0.00 inches height 0.00 inches proposed sign height 0.00 ft n.. proposed sign area 0 sq it length 0 inches height 0 inches Application meets guidelines set forth in the Salem Sign Ordinance yes Recommend approval yes DRB/SRA approved.Signage is being hung at existing bracket. MAI�� 7-0 L M0L-LVj (D1, l.L - - Permit Number APPLICATION FOR PERMIT TO ERECT A SIGN I { NOTE:BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN Is ERECTED Location, Ownership and Detail Must Be Correct, Complete, and Legible Salem, Massachusetts #WaYA (� Date To the Building Inspector: The undersigned hereby applies fora permit to Arect, o Alter, ❑ Repair a sign on the following described buildings: Street Address . s -ST. o N 1.� ,*+ �j�y Urban Renewal Area o Entrance Corridor (� o Historic District ❑ None •• • 'T O ' SAL F_A Use of Building Telephone t floor • L►4 Mut_l_a J z^ floor Address fGtC! t # 3 floor Telephone _ _M 4 floor E-mail How many businesses are in the building? If a corporate body,name •.- of responsible ofBcer Q.,\A-a-- Building (00 - linear feet Construction Sups License No Applicant's Space(if multi-tenant) linearfeet Address Property linear feet Telephone Mail Sign Permit to E-mail ign Owner o Sign Erectbr o Other: Proposed Signs(if more than three signs are proposed, attach additional sheets) Si n 1 Sign 2 OJA Sign 3 ❑Surface ❑Surface ❑Surface alkight Angle to Building o Right Angle to Building ❑ Right Angle to Building ❑ Free Standing ❑Free Standing ❑ Free Standing ❑Awning ❑Awning ❑Awning ❑ Portable(A-Frame) ❑Portable(A-Frame) - ❑ Portable(A-Frame) ❑Other(specify) ❑Other(specify) ❑Other(specify) Sign Materials FvG Sign Materials Sign Materials Sign Dimensions 2 �. Sign Dimensions Sign Dimensions Sign Area %%t Sign Area so ft Sign Area sq ft Sign Height(if free standing) Sign Height(if free standing) Sign Height(if free standing) Estimated Cost of Net Work- $ DD- 400 Existing Signs Type - Sign Area To BeRemoved? Sign Owner It ��•; -� - //�I�LCL�.Y�� - ❑Surface sq ❑yes ❑no ❑Right Angle to Building sq it ❑yes ❑no ❑ Free Standing sq it ❑yes ❑no Sign Owners Authorized Representative ❑Awning sq ft ❑yes . o no o Other(specify) sq ft ❑yes ❑no Property Owner Internal Review Planning&Community Development Department Historical Commission Building Inspector 0924/10 rev Commonwealth of Massachusetts i Citv of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5841 Return card to Building Division for Certificate of Occupancy -- Permit B-16- 27 AID: $0.00 FEE PERMIT TO BUILD DATE ISSUED: 16/2 1 This certifies that LINDA MULLEN has permission to erect, alter, or demolish a building,,,_ MU-4 NEWDERBY STREET Map/Lot: 340424-701 as follows: Signs SIGN PERMITAS APPROVED FOR: GRACE & DIGGS, U4 Contractor Name: DBA: b { Contractor License No: 1 t 6/16/2016 Building Official �r Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit Is co nmenced witllin sbi months after Issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the 8pproved application and the approved construction documents for which this permit has been granted. - All construction,alterations and changes of use of anyUlli ing.and structures shall be in compliance with the local zoning by-laws and codes. 1 This permit shell be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ; /)+ - The Certificate of Occupancy will not be issued until all.applicable signatures by the Building and Fire Officials:e"re provided on this E it. - H IC#: "Persons contracting with unregistered contractors do net have access to the guafanty(fund"(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. � r ',' Commonwealth of MassachusetIg EC ZONAL SERVICES T Sheet Metal Permit 1016 MAR 31 .A . SS ^/✓ Date: Permit# ` vl / Estimated Job Cos[: $ S/, 0710 Permit Fee: $ ✓r(�� 1 ,Q Plans Submitted: YES NO Plans Reviewed: YES_ NO Business License# 3 Applicant License# 3y Business Information: Property Owner/Job Location Information: NameGRIFFIN & MERROW, INC. Name: A/olrlf wilewilJr, 7 WALNUT STREET— StreePEABODY, MA 01960-5695 Street: Z F 3 P e 2By ST City/ ownEAX:(978)531-0154 City/Town: 5eeuj ✓ I*7— Telephone: Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES-AZ NO — Stiff p Stair Initial J-1 /M-1-unrestricted license /Ll Lo Q- rq M uiz*--o L-3 J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Multi-family_ Condo/Townhouses_ Other — Commercial: Office Retail Industrial— Educational Institutional_ Other��2fT//7/r/ly -le lea/"- Square Footage: under 10,000 sq.ft._ over 10,000 sq.ft._ Number of Stories: / Sheet metal work to be completed: New Work:_ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System_ Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: �PcVE >�l.0 Mf=j Moan LE5� tk7 t0 G M INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes IN No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: 777�� A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and thatall sheet metal work and installations performed underthe permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES_NO_ Progress Inspections Date Comments Final Inspection Date Comments Type of Li se: By aster Title ❑ Master-Restricted City/sown ❑Journeyperson vl Signature of Licensee Permit# ❑Journeypemon-Restricted 6ppp/ '7/ License Number:T Fee$ ❑ Check at www.mass.gov/dpi Inspector Signature of Permit Approval